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HomeMy WebLinkAboutB - Pre-Application MaterialChangemarks Report Project Name: NorthWest Crossing Phase II - COB #21177 Ref # Department File Markup Name Changemark Subject Changemark Details Applicant Response 1 Planning C 101 Phasing Plan 042621.pdf Danielle Garber PLNG Phasing Staff does not support placing phase lines that bisect blocks. Provide clarification with the phasing plan in the Preliminary plat submittal stating the intention of the phase line locations. The objective of the phasing plan is that each phase is fully functional if subsequent phases are not completed. Revise this phasing plan to show Homestake park development within Phase 1, or clarify when it will be devleoped. The phasing map has been updated as discussed with COB planning and engineer. Homestead Park is not within the boundary of this project and will be constructed by others. 2 Planning Civil Pre-Plat Drawing 110421.pdf Danielle Garber PLNG Private Amenities within Parkland Coordinate with the Parks Department regarding providing sidewalks (not recreation pathways) to reach the front doors of this block, as well as the possibility of placing utility easements within the park. It may be more suitable to have a strip of public open space for pedestrian access and utilities. BMC 38.420.080. A 5' wide walkway is provided outside of the dedicated park space to provide access to the front doors of this block 3 Planning WHA Conceptual Site Plan Package Narrative 110221.pdf Danielle Garber PLNG Recreation Pathway Staff agrees that this section of the pathway may be classified as a recreation path due to no residential units fronting on the pathway and the blocks not exceeding 600 feet in length (see BMC 38.410.040). The 0.22 AC pathway to the north not bubbled by this changemark must be classified as a transportation pathway to facilitate pedestrian access to the rowhouse units and due to the length of Block 2. This section will require a city standard sidewalk and be accessible year round. Acknowledged. The designation of this pathway has been updated accordingly. 4 Planning WHA Conceptual Site Plan Package Narrative 110221.pdf Danielle Garber PLNG Open Space On Plat This area is delineated as open space on the draft plat drawings. Please reconcile this discrepancy with preliminary plat. The plat also shows lots fronting on this open space pedestrian corridor. Unless otherwise allowed by this chapter, all lots must have frontage in compliance with section 38.400.090.B to provide, among other things, adequate room for snow removal, lot access and utility easements. Acknowledged. The preliminary plat has been updated accordingly. Checklists Comments Report - 21177 Northwest Crossing Sub PH. 2 PA 5 Planning BMC 38.220 - All preliminary plat requirements, as outlined in Article 220, shall be provided with the preliminary plat submittal. No waivers are granted with this application. This includes streambed, streambank and wetland permits, and all preliminary plat submittal requirements including all supplements. Acknowledged. All preliminary plat requirments have been provided with the pre-plat applciation. 6 Planning BMC 38.240 - The preliminary plat must conform to all requirements of the Bozeman Municipal Code and the Uniform Standards for Subdivision Plats (Uniform Standards for Certificates of Survey (COS) and Subdivision Plats (24.183.1104 ARM). Acknowledged - see preliminary plat in the Drawings folder for details. 7 Planning BMC 38.220 - The supplemental documents outlined in BMC 38.220, part 2 are deemed required with this application as there are common facilities including city parkland, open space and the associated stormwater facilities, alleyways, rights of ways for pedestrians and perimeter street public lands landscaping required that is the responsibility of the property owners association to own (open space) and maintain (all). The plat must clearly state maintenance responsibilities for these facilities and the supplementary documents must be provided in draft form with the preliminary plat application. BMC 38.220 - HOA Docs - covenants, bylaws, articles of incorp, design guidelines 8 Planning BMC 38.240 - Subdivision procedures Part 1 Subdivision and platting administrative procedures. Water rights, or cash-in-lieu thereof, as calculated by the Director of Public Works, is due with the filing of each subdivision final plat. Acknowledged. 9 Planning BMC 38.330 - Zone specific provisions REMU. The subdivision preliminary plat must comply with the approved Master Site Plan #19440. This includes an provided an updated parkland tracking table for each phase, the traffic impact study, water and wastewater reports, and stormwater design plans must be updated with each phase of development. Low Impact Design (LID) to mitigate stormwater must be used within the REMU zoning district. Easements must be provided for the tile drain system. Other special standards required for the REMU district in this section must also be evaluated. The propsed preliminary plat is in compliance with the Master Site Plan #19440. Updated Traffic Impact Studies, Water and Wastewater reports, Stormwater reports are included in the Documents folder. Required easements are shown on the preliminay plat. An updated parkland tracking table has been provided demonstrating compliance with the overall NWX Parks Master Plan. 10 Planning BMC 38.410.020 - Neighborhood Centers. All residential subdivisions or planned unit developments that are ten net acres in size or greater, must have a neighborhood center. Developments may be exempted from this requirement if every lot within the development is within one-half mile of an existing neighborhood center. Generally, the center must be no less than one acre in size. Specify the location of the neighborhood center for this subdivision. A neighborhood center is located within one-half mile from this project site and is therefore exempt from this requirement. 11 Planning BMC 38.400.080 - Sidewalks. City standard sidewalks (including a concrete sidewalk section through all private drive approaches) must be constructed in all developments on all public and private street frontages, except for alleys. The requirements of the city design standards and specifications policy and the city modifications to state public works standard specifications and per the block frontage standards of division 38.510 apply. Sidewalks adjacent to public lands. The developer must install sidewalks adjacent to public lands, including, but not limited to, parks, open space, and the intersection of alleys and streets or street easements. Applicable sidewalks and development frontages adjacent to public lands are subject to the provisions of section 38.510.030.I. Acknowledged 12 Planning BMC 38.400.110 - Transportation Pathways. Developers must install transportation pathways, to provide adequate multimodal transportation facilities within the development, as part of the required development improvements. Transportation pathways must be accessible, and include the following types of facilities: Sidewalks (also see division 38.510 for sidewalk standards, depending on the applicable block frontage designation); On- street bike lanes and bike routes; Pathways that connect community or neighborhood commercial nodes by a reasonably direct route; or Pathways that connect major residential, employment, educational, or other service nodes by a reasonably direct route. Acknowledged. Narrative has been added to the design package which addresses this. 13 Planning BMC 38.410.030 - Courtyard access lots. Demonstrate compliance with this code section with preliminary plat submittal for all courtyard access lots. A dimensioned enlargement of each product has been provided in the design package. 14 Planning BMC 38.410.100 - Watercourse setback. Follow watercourse setbacks guidelines for developments granted preliminary plan or plat approval on or after July 10, 2002. A setback planting plan must be prepared by a qualified landscape professional and included with the preliminary plat submittal. This plan must include descriptions of schedule, plantings, maintenance and irrigation. A plan must be submitted with the preliminary plat describing how this development will mitigate the impacts of development on the watercourse. Show both zones of the watercourse in the plat. There is no disturbance of the Baxter Ditch watercourse on this phase of the project. Watercourse setback zones are shown on the Preliminary Plat. 15 Planning BMC 38.410.120 - Mail delivery. If mail delivery will not be to each individual lot within the development, the developer shall provide an off-street area for mail delivery within the development in cooperation with the USPS. It shall not be the responsibility of the City to maintain or plow any mail delivery area constructed within a City right-of-way. If cluster boxes are use a dedicated area to pull up and access the boxes must be provided. WHA DETERMINE WHERE CLUSTER BOXES WILL BE LOCATED AND Williams WILL CORDINATE WITH USPS 16 Planning BMC 38.420.110 - Recreation pathways. For the definition of recreation pathways, please see section 38.420.110.B. Delineate recreation and transportation pathways in the preliminary plat submittal. Acknowledged. Narrative has been added to the design package which addresses this. 17 Planning BMC 38.410.080 - Grading and drainage. All lots provided to accommodate stormwater from the public streets must be titled open space lots with the correct lot and block number depending on location. The open space lots must be maintained by the POA and noted accordingly in the documents required in BMC 38.220 part 2 and on the conditions of approval sheet of the plat. BMC 38.410.080.outlines the requirements for stormwater drainage facilities including landscape design if s surface facility is proposed. Landscape and irrigation plans must be submitted with the preliminary plat application for the required landscaping in all open space lots. Acknowledged - see Stormwater Design Report and the Preliminary Plat for details. 18 Planning BMC 38.550.070 - Landscaping of public lands. All perimeter street boulevard, street trees and landscaping must be installed within one year of final plat approval. Landscape plans for these areas must be submitted with the preliminary plat application. Cottonwood and Baxter are considered perimeter streets and must be maintained by the POA. However, installation of public landscaping can be phased to correspond to road improvements. Provide a phased public landscaping plan to correspond to the provided phasing plan. Acknowledged. Landscape within public rights-of-way will be installed and phased concurrent with adjacent roadway construction. 19 Parks Department BMC 38.420.020.A.1 - A parkland calculation table is required to describe what amounts of parkland and CILP are required and proposed. Current parkland does not meet the minimum parkland proposed by the Master Park Plan for this phase of development. A parkland dedication table including CILP has been provided on the Park Master Plan drawings. Dedicated area meets the minimum 2 acres identified in the overall NWX Parks Master Plan. 20 Parks Department BMC 38.420.070 - The two south parks would not be counted as parkland. Linear parks must be 25 wide minimum and act as a corridor for recreation pathways. The parkland dedication has been updated to include only parks that meet the minimum width requirement. A 10' wide recreation pathway is provided along the complete length of Harvest Parkway from Rosa Way to Cottonwood Road. 21 Parks Department Private PUE's are not allowed on parkland. Staff will allow a sidewalk with a landscape buffer installed at the original PUE location to serve as egress for the adjacent residences. As part of the conditions of approval, the sidewalk would be built in its entirety at subdivision and would be maintained by the homeowners. NO Private PUE's are being proposed. Only Public Utility Easements for dry utility installation are shown on the preliminary plat. 22 Parks Department BMC 38.550.070 and BMC 38.550.050.E - Install 1 boulevard tree per every 50 to the south of the new north sidewalk Acknowledged. Boulevard trees are provided at required spacing. 23 Parks Department BMC 38.420.070 and BMC 38.420.110 - Install a shared use path (Class 1B trail) that begins at the western roundabout and connects to the eastern subdivision boundary if trying to propose parcels as parkland (as well as meet the minimum 25' parcel size) Acknowledged. Boulevard trees are provided at required spacing. 24 Parks Department BMC 38.520.040 the PROST Appendix C Trail Classifications - Install crossing enhancements where this trail crosses the street Acknowledged. Enhanced crossing locations are noted on the Park Master Plan drawings. 25 Parks Department BMC 38.420.050 - Staff recommends increasing the parkland by Twin Lakes and Dayspring Avenue to meet parkland acreage and provide a suitable location for recreation activities Acknowledged. Parkland has been increased to meet the 2 acre requirement from the overall NWX Parks Master Plan. Parks, A, B and C meet requirements and proposed amenities are indicated in the Park Master Plan drawings. 26 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The Engineering Division does not support granting the requested waivers. Acknowleged. 27 EE17:L28ngineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The applicant must provide a utilities plan that clearly demonstrates the layout of all proposed utilities (water, sewer, storm, power, gas, communication, etc.) in the development. The proposed water and sewer layout can be seen on the preliminary plat. See the Non-Municipal Utility information in the Documents folder for proposed dry utility locations. See the Stormdrain report for proposed storm infrastucture. 28 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The Montana Department of Fish, Wildlife & Parks, SCS, Montana Department of Environmental Quality and Army Corps of Engineer's shall be contacted regarding the proposed project and any required permits (i.e., 310, 404, Turbidity exemption, etc.) shall be obtained. Acknowledged. 29 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The applicant must submit plans and specifications for water and sewer main extensions, streets, and storm water improvements, prepared and signed by a professional engineer (PE} registered in the State of Montana, which must be provided to and approved by the City Engineer. Water and sewer plans must also be approved by the Montana Department of Environmental Quality. The applicant must also provide professional engineering services for construction inspection, post-construction certification, and preparation of mylar record drawings. Construction shall not be initiated on the public infrastructure improvements until the plans and specifications have been approved and a preconstruction conference has been conducted. Acknowledged. 30 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments BMC 38.410.060 (C) (1) Easements - The applicant must provide a thirty (30) foot public utility easement to accommodate both water and sewer. An additional ten feet of width is required for each additional main that occupies the easement. All fire hydrants in the development must be surrounded by ten feet of easement or right-of-way. Acknowledged. 31 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments BMC 38.410.060 (B) (2) Easements - The applicant must provide a ten foot utility easement (power, gas, communication, etc.) along all lot frontages. As proposed, these easements have not been provided for lots that only have open space and alley frontages. These easements shall be on the private lots not on public open space See the preliminary plat for details. 32 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The water and wastewater design reports must be updated for the proposed development. The updated report is required prior to further development. Water and Wastewater design reports are located in the Documents folder. 33 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The applicant is advised that due to the known high groundwater and soil conditions within the proposed area of development, an increased rate of corrosion has been observed with ductile iron water mains, thus decreasing the longevity of publicly owned and maintained infrastructure. The applicant must provide corrosion protection for all future water mains within the development and identify how the mains will be protected with future infrastructure submittal. Acceptable protection methods include zinc coated ductile iron or v-bio enhanced polyethylene encasement of the main. Corrosion protection can be waived, if the applicant can demonstrate that corrosion protection is not applicable for the proposed development. Typically, in order for a waiver to be granted, the applicant must consult the latest American Water Works Association and Ductile Iron Pipe Research Association {DIRPA) documentation for testing\evaluation procedures and provide an analysis demonstrating that corrosion protection is not needed throughout the entire development. See the Geotech report with full DIPRA Analysis in the Documents folder for detail. 34 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The applicant must provide justification for placing water and wastewater infrastructure in the watercourse setback with future development applications. Water and Sewer mains have been removed from the wetland setback area. 35 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The applicant is advised that Northwest Crossing Phase 4 must lower the wastewater infrastructure in the intersection of Baxter Lane and Cottonwood Road in order to utilize this infrastructure for sewer service for Phase 4. Acknowleged. The lowering of the Baxter sewer main in Baxter Lane is part of the Cottonwood Road CIP project (to begin construction spring of 2022). 36 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The traffic impact study must be updated to include verifying traffic counts and incorporating changes to the surrounding transportation system. The updated study will be required prior to preliminary plat adequacy. See the updated TIS in the Documents folder. 37 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments A "1 foot No Access" strip must be placed along the Cottonwood Road frontage of any lot for which the City's access separation requirement cannot be fully met. See the Preliminary plat for details. 38 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments A "1 foot No Access" strip must be placed along the Baxter Lane frontage for any lot which the City's access separation requirement cannot be fully met. See the Preliminary Plat for details. 39 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The applicant must verify that all internal drives meet the fire apparatus access road and turnaround requirements. Confirmed with engineering 40 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The applicant must install shared use path in the following locations. a.West side of Rosa Way b.North side of Harvest Parkway c.Both sides of Touchstone Lane Will address this requiremnt with the infrastructure plans. 41 EE17:L28ngineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The applicant is advised to consider the strategic placement of traffic circles and other traffic calming techniques on the through streets within the development. Traffic calming on these streets could help to prevent the through streets from acting like collectors and exhibiting the associated pedestrian safety issues Curb bulbs will be part of the internal road infrastructure design. 42 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The applicant is advised to consider raised crossings or curb extensions at the midblock crossings within the development. Curb bulbs will be part of the internal road infrastructure design. 43 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments The applicant is advised to consider transitioning the bike lane off of the street for traveling around the roundabout. The Roundabout was built with NWX phase I. 44 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments BMC 38.270.070 Payment for the extension of capital facilities- Cottonwood Road must be constructed to City standards for a principal arterial street upon further development. a.Cottonwood Road, from Oak Street to Baxter Lane, is currently identified in the City's Capital Improvement Program (CIP No. SIF138} and scheduled for construction in FY2023. The developer may request to pay cash-in-lieu of infrastructure for the development's local share for Cottonwood Road. The Developer is requesting to pay cash-in-lieu of infrastructure for Cottonwood Road. 45 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments BMC 38.270.070 Completion of Improvements - Baxter Drive must be constructed to City standards for a minor arterial street adjacent to the property upon future development. The applicant is advised that this work may require the rerouting of the watercourse along Baxter Drive which may affect the current proposed layout of the subdivision. Acknowledged. 46 Engineering Application 21177 - Rev 1 Engineering Comments - 12-22- 2021.pdf Cody Flammond Engineering Comments BMC 38.400.090 (D) Access - Table 38.400.090-1 provides the minimum distance between public and/or private accesses and intersections. Drive accesses for the development must align with the drive accesses across the street, or be meet the minimum separation requirements. Drive accesses on local streets must be at least 150 feet from an intersection with an arterial street measured from the nearest inside edge of the access to the right-of-way line. Acknowledged. The master plan has been updated to comply with intersection spacing and the proposed plan has been shared with engineering. 47 Engineering SBOZ- 658_1A22010511060 .pdf Cody Flammond Engineering Comments • Table 38.400.090-1 Minimum distance between public and/or private accesses and intersections and the minimum distance between public and/or private accesses and other public and/or private accesses Acknowledged. The master plan has been updated to comply with intersection spacing and the proposed plan has been shared with engineering.