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.