HomeMy WebLinkAbout(32) 20351 PrePlat DRC Comments Responses 05-14-2021
Section 32 - DRC Responses - Plat
Bridger Meadows Neighborhood Development
PUD Preliminary Plan Application 20350
Subdivision Preliminary Plat Application 20351
Project Location: S31, T01S, R05E, C.O.S. 885 TRACT NW4SE4, 12 acres
Project Description: Preliminary Plat to create a major subdivision that includes 16 17
single family household lots, 2 of which will be designated affordable housing lots. The
development also includes a 7.15 acre wildlife refuge and wetland preservation site and 0.52
acres of open space. The property is zoned R-1. This project includes a PUD and comments
on the PUD are affiliated with application number 20350.
Recommendation: The DRC review finds that the project does not comply with the
requirements of the Bozeman Municipal Code and is deeming the application inadequate for
further review. Please see comments below that need to be addressed or clarified with the
Revisions submittal.
In response to the City provided comments, the Applicant has provided the
following updates, corrections and modifications as noted below in Blue.
Section 2 – Recommended Conditions of Approval
1. The applicant is advised that unmet code provisions, or code provisions that
are not specifically listed as conditions of approval, does not, in any way,
create a waiver or other relaxation of the lawful requirements of the Bozeman
Municipal Code or state law.
The Applicant has noted this comment.
2. The plat shall conform to all requirements of the Bozeman Municipal Code
and the Uniform Standards for Subdivision Plats (Uniform Standards for
Certificates of Survey and Subdivision Plats 24.183.1104 ARM) and shall be
accompanied by all required documents, including certification from the City
Engineer that as-built drawings for public improvements were received, a
platting certificate, and all required and corrected certificates. The Final Plat
application shall include three (3) signed reproducible copies on a 3 mil or
heavier stable base polyester film (or equivalent); two (2) digital copies; one
(1) PDF copy; and five (5) paper prints. The Gallatin County Clerk &
Recorder’s office has elected to continue the existing medium requirements
of 2 mylars with a 1½” binding margin on one side for both plats and COS’s.
The Clerk and Recorder will file the new Conditions of Approval sheet as the
last same sized mylar sheet in the plat set.
The Applicant has noted this comment.
3. The final plat must provide all necessary utility easements and must be
described, dimensioned and shown on each subdivision block of the final plat
in their true and correct location.
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The Applicant has noted this comment.
4. Any public access easement for the common open spaces must be provided as
a separate document describing the scope of the grant of easement and
naming a custodian of the public’s interest in the easement.
The common open spaces designated for public use are Open
Spaces 01, 02, and 04. In a follow-up conversation with City Planning,
it was determined that declaration of public access to these parcels
could be designated with a note on the plat. See (33a) Site Plan- Lot
Layout and (52a) Bridger Meadows Preliminary PUD Landscape
Plan L000 site Plan.
5. The applicant must include a note on the conditions of approval sheet of the
final plat that states that maintenance of all stormwater facilities, including
stormwater facilities within the park parcel, is the responsibility of the
property owners’ association (POA).
The Applicant has noted this comment.
6. The approved affordable housing plan must be recorded concurrent with the
final plat and a reference to the recorded document must be provided on the
conditions of approval page of the final plat. The reference on the conditions
of approval sheet must be “This subdivision is subject to affordable housing
requirements. The subdivision’s requirements and obligations can be found
in the Bridger Meadows Affordable Housing Plan recorded as document
no.___________ at the Gallatin County Clerk and Recorders Office.”
The Applicant has noted this comment.
7. The applicant must add a note to the conditions of approval sheet of the plat
that all stormwater infrastructure located outside of the public right-of-way
must be maintained by the property owners’ association (POA).
The Applicant has noted this comment.
Section 3 – Required Code Corrections
Planning Division, Sarah Rosenberg, srosenberg@bozeman.net, 582-2297
1. The DRC is not in support of the lots that are within the floodplain. Instead of
providing a no build easement with the lots impacted by the floodplain, the lot lines
must be adjusted to be outside of the proposed 100-year floodplain line and
watercourse setback as shown on the preliminary plat.
The lot lines proposed 100-year floodplain and proposed wetland impacts have
been adjusted such that all lots are completely outside of the proposed
watercourse setback and the 100-year floodplain. See (36) EX-7 Watercourse
Zones and (55c) EX-C Wetlands Site Exhibit.
2. The lot setbacks should be removed from the plat.
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The lot setbacks have been removed from the Preliminary Plat. They are
shown and labeled on the Site Plan, Drawing SP-1.
3. OS 3 should be split up into different open space lots. Any open space that has
pedestrian amenities should be separated from the wetland open space lot and any
storm water facility should be separated from the pedestrian and wetland open space
lot. Have them referenced on the plat as such:
a. Open Space Lot #: Type of open space (i.e. Open Space Lot 3 Public Pedestrian
Open Space or Open Space Lot 2 Wetland Protection Open Space).
OS 03 has been split into OS 02, OS 03 and OS 04. Along with OS 01 and
OS 05 (OS 02 in previous submittal), use of open space is as follows:
- OS 01: Public open space
- OS 02: Public open space with underground detention facility
- OS 03: Non-public open space with restricted access (wildlife refuge)
- OS 04: Public open space with surface retention facility
- OS 05: Non-public open space with monument sign
Open Space parcels are identified on the Site Plan and on the Preliminary Plat.
Detention and retention facilities, within OS 02 and OS 04 respectively, are
compatible with the allowable public use of the site (i.e., dual use).
Engineering Division; Lance Lehigh, llehigh@bozeman.net
• See attached comments
Phase 1 Environmental Assessment:
1. Part 12.0 (Recommendations), second bullet item: The referenced
French Drain and detention basin were constructed and are
maintained by adjacent property owners. Addressing any identified
degradation is the responsibility of the owners of the constructed
facilities. This is an existing condition that is not in any way affected
by the proposed development.
Stormwater:
The revised drainage report, (27) Storm Drainage Report And Plan,
addresses the applicable comments from the previous report. Revisions
to site layout and lot lines also resulted in slight changes to basin areas
and other calculations. Responses to comments, in order presented:
1. Detention spreadsheet headers were corrected.
2. Typographical errors in the Detention spreadsheet were corrected.
3. Water quality is addressed in the revised narrative preceding the
calculations.
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4. The detention calculation table averages two methods of calculating
the detention volume: triangular release and constant release. The
peak volume (the largest number in the “pond volume” column for
each method) is copied directly above that column and the two values
are averaged, resulting in 2,524 cu. ft. in the revised calculations. The
triangular release method results in a much higher volume than the
constant release method in the City’s design standards, so the
calculated volume is higher than the City-required volume.
5. The bottom of the detention storage chambers and the pipe invert at
the discharge manhole will both be set at elevation 4703.50. This is
above seasonal high groundwater elevation. The pipe outfall is at
existing grade, approximate elevation 4702.3. Existing ground slopes
away from the pipe outfall, to an overflow for the onsite groundwater
pond that drains to the west. High groundwater at the pipe outfall is at
or below existing grade due to this conveyance of groundwater
seepage. The head differential (4.2 feet in a 25-year storm) is more
than adequate to pass the storm runoff through the discharge pipe.
6. Pipe conveyance has been clarified in the narrative preceding the
calculations.
7. Building design guidelines will be enforced in the covenants.
8. Offsite runoff currently ponds in a retention area off the southeast
corner of Bridger Meadows on the neighboring property, The Links
condominiums. The Bridger Meadows development will include a
drainage ditch to convey onsite runoff from Lot 16 and 17. During
large storm events (greater than the 10-year design storm), offsite
overflow runoff will be conveyed through the Bridger Meadows ditch.
This is a very small area, as fill placement for the on-going
condominium development will bring most of the runoff north to an
existing detention pond.
9. The surface retention pond and underground detention facility are
now labeled on Figure 2 (Post-development Drainage Map).
10. Retention basin volumes are calculated from the equation on the first
page of the calculations (Peak Runoff Calculations); only the volume
for Sub-basin D1.2 is applicable. This is the equation in the City of
Bozeman design standards. The bottom of the retention basin will be
above seasonal high groundwater. The constructed berm is
completely above the existing 100-year floodplain elevation and
100-year floodplain. Additional narrative is included in the revised
drainage report.
11. Water quality is addressed in the revised narrative preceding the
calculations. A new paragraph was added to address runoff from
Sub-basins D1.3 and D2.
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12. Stormwater treatment requirements will be enforced as described in
the revised Drainage Report.
Site and Utility Plan:
1. The groundwater pipe was deleted from the project, so there is no
conflict with the sewer manhole.
2. The sewer service north of Lot 8 was moved to Lot 7.
3. Lots 16 and 17 are reserved for a duplex condominium building (two
affordable homes). The building will be connected to one sewer
service (shown to Lot 16) and one water service (shown to Lot 17).
4. Lots 16 and 17 have been merged into one single family lot in
accordance with recent MCA changes implemented by the State of
Montana Legislature regarding affordable housing . The single family
lot will be connected to one sewer service (shown to Lot 16).
Site Grading Plan and Drainage Plan:
1. A 10’ wide drainage easement was added to the south side of Lot 16
and 17 and is shown on the Preliminary Plat.
2. The proposed groundwater pipe between Lots 15 and 16 was deleted
from the project. The existing groundwater pipe east of the property
and under the existing trail belongs to the adjacent property owner; it
will not be utilized or impacted in any way. Based on record drawings,
it is not on the site but is approximately 8 feet northeast of the
northeast property line; this has been adjusted on the drawings.
Discharge from this pipe is routed to an existing roadside ditch along
Boylan Road. No changes are being made to existing drainage
pathways around and through the site.
3. Common Open Space 02 and Common Open Space 04 are
designated as drainage easements on the Preliminary Plat. The
stormwater infrastructure on these lots will be privately owned and
maintained by the Property Owners Association.
Watercourse Zones:
1. The lot lines, proposed 100-year floodplain and proposed wetland
impacts have been adjusted such that all lots are completely outside
of the proposed watercourse setback and the 100-year floodplain.
2. A copy of the approved LOMR-F will be provided to the City prior to
Final Plat approval.
Construction Traffic & Transportation:
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1. Option 1 (Without Sprinklered Buildings) was selected by the
Applicant, with modifications to the stated requirements as were
determined in a meeting with City Engineering, as follows:
- The emergency access will be 20 feet wide and will be utilized as
a pedestrian/bicycle access as well as an emergency access.
- The offsite portion will be paved with an 18-foot width of asphalt
bordered by 1-foot wide concrete pavement borders on each side.
- An ADA-accessible sidewalk will be constructed on the north side
of Commercial Drive, from the intersection with Bridger Center
Drive to the emergency access.
- The emergency vehicle gate (along south boundary of Bridger
Meadows) will be 20 feet wide, with a Knox padlock.
- West of the vehicle gate will be a separate, un-gated opening for
pedestrian/bicycle access. The pavement will be flared to provide
paved access through this opening.
2. Not applicable - buildings will not be sprinklered.
3. Not applicable - buildings will not be sprinklered
Proposed Utilities:
1. The groundwater line has been deleted from the project.
2. We were contacted by the City Engineering Department and it was
confirmed that the City’s water and sewer systems currently have the
capacity to serve the proposed 16 17 residential lots of the Bridger
Meadows subdivision.
Connections are proposed at Boylan Road (water and sewer) and
Birdie Drive (water). The two noted proposed water connections
create a looped system which have capacity to serve the homes
within the subdivision. In addition, City of Bozeman Wastewater
Capacity Viewer indicates that the Boylan Road Sewer line is a 10”
PVC line with a 50% obligation, with an adequate capacity to support
the development. Additional, written documentation from the City has
not yet been provided. See (33b) Site Plan – Site and Utility Plan
and (56) Bridger Meadows – Boylan Road Existing System
Wastewater Capacity.
Water Rights:
1. The Applicant has noted this comment. The Applicant has initiated
conversation with Brian Heaston.
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Parks Department; Addi Jadin, ajadin@bozeman.net, 406-582-2908
1. BMC Section 38.420 The parkland requirement for the estimated addition of 16
17 new residential units on 3.01 net residential acres is 0.51 acres.
Cash-in-lieu of parkland is being pursued. See (20) Parkland Outline for
additional information.
2. BMC Section 38.420.030 For cash-in-lieu of parkland proposal, please submit a
request addressing all of the criteria of Resolution 4784 including a map of parks
within 1/2 mile. Current appraisal value for Cash-in-lieu is $1.65 per square foot
but is scheduled to be adjusted to $1.70 within the next month. Final amount is
to be determined and paid at the time of Final Plat completeness.
The Applicant has noted this Comment. See (20) Parkland Narrative for
details on the Cash in Lieu request. The Applicant has reviewed
Resolution 4784 and addressed the criteria along with the request for
Cash in Lieu for Parkland dedication within (20) Parkland Outline, (48f)
Parks and Trails Map, and (48g) GVLT Trails and Parks Map.
3. Parkland table and CIL amount must be printed on the final plat. Applicants may
contact the Park Planning Manager prior to formal application to get an estimated
CIL of Parkland Amount.
The Applicant has noted this comment.
4. All cash-in-lieu requests are reviewed by the Recreation and Parks Advisory
Board Subdivision Review Committee. A meeting will be scheduled upon
determination of application adequacy.
The Applicant has noted this comment.
Stormwater; Adam Oliver, aoliver@bozeman.net
1. Underground detention and surface retention facilities will not function as
proposed in the Storm Drainage Report & Plan. The current groundwater levels
were found to be 0.43 feet below the detention facility. Sufficient spot elevation,
such as the elevation of the outlet pipe, is required to be shown. In this case, it is
likely under standing water. If so, it would reduce volume used in the Stormtech
system and make it impossible to maintain. The bottom of the surface retention
facility is below the elevation given as high groundwater. According to the
Bozeman Design Standards II.B, Storm Drainage Plan …. Shall include the
following:
a) Topographic contours (one-foot intervals) and sufficient spot elevation data.
b) Description of the ultimate destination of storm water runoff from the project
and an evaluation of its impact on downslope drainage facilities and water
quality.
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Additionally, Bozeman Design Standards II.D.3.c states that Ponds shall be
designed so as to avoid long-term standing water in the pond.
These comments are addressed in the above Engineering Comment
responses, Stormwater item No. 5.
2. The Owner proposes to redirect significant drainage to a different part of the site.
The standing water would reasonably be raised by this infrastructure and impact
the groundwater level and outlets of the proposed stormwater facilities. By
Bozeman Design Standards II.B.3., A “description of the ultimate destination of
storm water runoff from the project and an evaluation of its impact on downslope
drainage facilities and water quality” is required. The flow path from the pipes
that redirect it to its ultimate destination at the edge of their parcel is required,
not just the edge of the new infrastructure.
Standing water would not be raised. The retention pond reduces runoff
into the existing onsite pond, and discharge from the underground
detention facility storage discharges to the pond’s overflow path, directing
it west to the East Gallatin River. The overflow path is a well vegetated
natural channel that is able to convey site runoff without any degradation.
The pipe outfall from the underground facility will be protected with riprap
erosion protection.
3. The Site Plan shows what appears to be a sanitary sewer service to the area where
the Stormtech system is proposed. If there is no building there, it should be
removed to reduce the chances of contamination or infiltration.
The noted sanitary sewer service was moved west to serve Lot 7. All
drawings have been updated.
Water Conservation; Chelsey Trevino, ctrevino@bozeman.net
The Water Conservation Division appreciates the inclusion of drought tolerant plant species
and requirement of efficient outdoor water technology within landscape development. The
following recommendations to the Bridger Meadows Landscape Regulations and Guidelines
are provided to maximize landscape health and resiliency while minimizing outdoor water
consumption.
The following landscape design recommendations will maximize outdoor water use
efficiency:
1. Landscape design plan indicating:
a. Total landscaped area (ft2)
b. Landscaped area of each hydrozone (ft2) - designated by grouping plants
with similar water needs
The Applicant has noted this comment. The Adjustments have been
added to the Landscape Drawings.
2. Topsoil depth requirement of 4”- 6” (after grading) to allow for proper root
depth growth and assist with plant and turfgrass resiliency
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The Applicant has noted this comment. The Adjustments have been
added to the Landscape Drawings.
3. Allow the use of permeable pavers within finished landscape surfaces to
promote creativity in landscape design while reducing water run-off and
increasing soil moisture content
The Applicant has noted this comment. The Adjustments have been
added to the Landscape Drawings and DRG’s.
4. Suggest the use of drought tolerant turfgrass (seed or sod) to discourage the
installation of high water use turfgrasses.
The Applicant has noted this comment. The Adjustments have been
added to the Landscape Drawings and DRG’s.
The following irrigation design recommendations will maximize outdoor water use
efficiency:
1. Require static and operating pressures to be submitted with the irrigation ‘as-built’
plan
The Applicant has noted this comment. The Adjustments have been
added to the Landscape Drawings and DRG’s.
2. Require the installation of water efficient sprinkler nozzles, which can reduce
outdoor water use by 30%-50%.
The Applicant has noted this comment. The Adjustments have been
added to the Landscape Drawings and DRG’s.
Northwestern Energy; Thomas Stewart, thomas.stewart@northwesternenergy.com
Erik Mason, NWE Project Engineer. Erik.Mason@contractor.northwestern.com
1. Will the buildings be needing both electrical & gas service?
Yes the building will require both electrical and gas services.
2. Drawing shows a 10-foot utility easement along the side of the proposed street to
install electric primary, needed transformers and secondary cans and gas main. Gas
main and electric primary will need to be extended in order to serve these lots. The
existing utilities terminate at the existing hammerhead turnaround. From this
location along the south side of the road the utilities can be extended up to and around
the cul-de-sac to service the lots.
The Applicant has noted this comment.
3. Will the storm water treatment facility require 3-phase power?
No power is required for the storm water treatment facility.
4. Electric service sizes will determine transformer sizes.
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It is anticipated that each home will require a minimum of 200 amp service with
the possibility of 400 amp service. Each home should be able accommodate
standard electrical requirement as well as services associated with hot tubs,
air conditioning and other high demand residential equipment. Homes will be
designed and built by the individual builder/owner of the lot and thus no
buildings are being designed at the time of this application. The Applicant will
coordinate with the utility provider to determine the capacity and requirements
for the development based on typical 3 bedroom custom homes of 3500 to
4500 sqft,
5. Applicant will need to work with the NWE Project engineer in establishing the
location of the transformer and meter base location.
The Applicant has noted this comment. The applicant and the design team will
coordinate with the utility provider to determine the locations.
6. Meter location. NorthWestern Energy reserves the right to specify the location of
NWE meters. All meters are to be located outdoors on the corner or area on the wall
of the building closest to the transformer serving the building. On new construction,
electric meter locations must be within 10 feet of the gas meter if, NorthWestern
Energy will be providing both electric and gas service. Meter locations will need to be
approved by NWE. NWE policy is to maintain a minimum, 30-inches wide by 3-foot
clear zone between the front of the meter and any landscape screening and allow easy
access to the meters for operation and maintenance. This can be determined through
the design process after an application is submitted through NWE and the area
project engineer will work through allowable shrubs and plants for screening and to
determine adequate clearances for access to our meters.
The Applicant has noted this comment. The DRG’s note on page 4 that all
applicable codes shall be the responsibility of the Applicant (Builder). The
DRG’s also note on page 33 and 34 (Final Submission Checklist), that meters
and services lines shall be installed per code and Utility providers
requirements.
7. The following applies to the gas meter and regulator. The gas regulator cannot be
placed under a window or within 3’ of the operable portion of the window. It can be
placed under a window/deck on the second story, provided the “open/operable”
portion has at least 6’ of clearance from the regulator. Ensure that there is 10’ of
separation from any mechanical air intake, including air conditioning units. The
regulator will need to be 3’ from the closest corner of any portion of the electric meter
base.
The Applicant has noted this comment. The DRG’s note on page 4 that all
applicable codes shall be the responsibility of the Applicant (Builder). The
DRG’s also note on page 33 and 34 (Final Submission Checklist), that meters
and services lines shall be installed per code and Utility providers
requirements.
Transformer location and clearance requirements to buildings. For oil filled
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transformers a 2-foot clearance is required to non-combustible walls and
surfaces that do not have any openings such as doors, windows, air intake, and
fire escapes routes, and meets current NEC or NFPA requirements for non-
combustible material. For all transformers, regardless of size, requires a 10-foot
unobstructed clearance space in front of the pad where the transformer doors are
located. Note, all distances are referenced to the edge of the pad. For any
combustible surface, not meeting current NEC or NFPA requirements for non-
combustible material, a minimum of a 10-foot clearance is required between the
building or any combustible surface and the transformer.
The Applicant has noted this comment. The applicant and the design team will
coordinate with the utility provider to determine the final locations and
capacities.
8. For landscaping, planting of bushes or shrubs a Minimum Working Space for a Pad-
Mounted Transformer is 4-feet on the sides and back portion of the concrete pad and
10-feet of clearance on the front side of the pad, where the transformer doors are
located. Note, all distances are referenced to the edge of the pad. The NWE project
engineer will help to determine the appropriate location for the transformers and
allowable landscaping.
The Applicant has noted this comment. The DRG’s note on page 4 that all
applicable codes shall be the responsibility of the Applicant (Builder). The
DRG’s also note on page 33 and 34 (Final Submission Checklist), that meters
and services lines shall be installed per code and Utility providers
requirements.
9. All transformers need to be installed within a utility easement.
The Applicant has noted this comment.
For landscaping. No large deep rooted trees or bushes will be allowed within the
10-foot utility easement. All other approved landscaping will be placed so as not
to damage or prevent or hinder operation and maintenance of NWE utilities.
The Applicant has noted this comment. The DRG’s note on page 4 that all
applicable codes shall be the responsibility of the Applicant (Builder). The
DRG’s also note on page 33 and 34 (Final Submission Checklist), that meters
and services lines shall be installed per code and Utility providers
requirements.
10. Utility easements. Any extension of gas main or electric primary will need to be
installed within an easement. To establish the needed utility easement locations the
NWE project engineer and Northwestern Energy’s real estate representative will help
to establish these locations as well as the needed documentation.
The Applicant has noted this comment.
11. Submit an application online to have the project engineer work with the applicant
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through NWE engineering standards and processes. Go to
www.northwesternenergy.com/construction to apply online Montana Construction
Application, and access Montana New Service Guide to provide information on
electric and gas service requirements.
The Applicant had noted this comment.
STANDARD CODE PROVISIONS REQUIRED:
The preliminary plat shall comply with the standards identified and referenced in the Unified
Development Code. The applicant is advised that unmet code provisions, or code provisions
that are not specifically listed as conditions of approval, does not, in any way, create a
deviation or other relaxation of the lawful requirements of the Bozeman Municipal Code or
state law. The following requirements are standards of the Unified Development Code and
the Bozeman Municipal Code (BMC) and shall be addressed with the preliminary plat
application:
1. Section 38.220, All preliminary plat requirements, as outlined in Article 220, shall
be provided with the preliminary plat submittal, unless otherwise approved by
the Development Review Committee via waiver.
The Applicant had noted this comment. The items addressed in BMC
38.220 have been included and/or addresses as applicable throughout the
Preliminary Plat Application and PUD Preliminary Plan application to the
best of our knowledge.
2. Section 38.240.050, Disposition of Water Rights. 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.
The Applicant has noted this comment.
3. Per Section 38.240.420, Mortgagee. If there are liens or mortgages against the
property, the appropriate Mortgagee certificate must be included.
The Applicant has noted this comment
4. Section 38.400.110.B.1, 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 Americans with Disabilities Act
(ADA) accessible, and include the following types of facilities:
a. Sidewalks (also see division 38.510 for sidewalk standards, depending on
the applicable block frontage designation);
The Applicant has noted this comment. Sidewalks are shown on
applicable plans and plat drawings. Sidewalks are ADA accessible in
accordance with State and Federal Requirements. A relaxation from the
requirement for a sidewalk along both sides of the street (Section
38.400.080) is requested for the north/east side Shady Glen Lane is
requested due the proximity of a nearby existing trail.
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b. On-street bike lanes and bike routes;
The Applicant has noted this comment. The proposed Shady Glen Lane is
a proposed as a residential cul-de-sac street and meets city standards
pertaining to width for its use and purpose – specific bike lanes or routes
are not included in the street. The adjacent existing trail running east west
and parallel to/and within 15’ of Shady Glen serves as the adjacent
pedestrian and bike route and utilizes various connection points for access.
In addition, the emergency access provides a north-south connection
between the trail system to the north and Bridger Center Subdivision
(Commercial Drive) to the south.
c. Boulevard trails; and
The adjacent existing trail running east west and parallel to/and within 15’
of Shady Glen serves as a multi modal route and utilizes various
connection points for access. In addition, Class I trails;
i. With the exception of trail corridors within required watercourse
setbacks, corridors for Class I trails must be dedicated to the city.
The dedicated trail corridor must be at least 25 feet in width to
ensure adequate room for the construction, maintenance and use
of the trail. Transportation trail corridors cannot be used to satisfy
parkland dedication requirements; and
Connections to class I trails are provided within the development and where
applicable (Common Open Space 1 and north of the intersection of the
emergency lane and Shady Glen Lane). A dedicated trail connection is
provided in Common Open Space 1.
d. Pathways that connect community or neighborhood commercial nodes by
a reasonably direct route; or
In addition to the above pathways, the emergency access provides an
ADA-accessible north-south connection for pedestrian and bikes to the trail
systems to the trail system to the north and to the Bridger Center
Subdivision (Commercial Drive) to the south. Within the development, the
applicant has provided City Standard sidewalks along Shady Glen Lane
(except as requested by the relaxation).
e. Pathways that connect major residential, employment, educational, or
other service nodes by a reasonably direct route.
The above-described pathways that connect community or neighborhood
commercial nodes will be utilized to connect to major residential,
employment, educational, or other service nodes by a reasonably direct
route.
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5. Section 38.400.110.B.2, 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.
Drawing have been updated to refence recreational trails.
6. Section 38.410.060, Utility easements shall be provided in accordance with the
UDC. The required 10-foot front yard easement is required for all lots unless
written confirmation is submitted with the preliminary plat from ALL utility
companies providing service indicating that front yard easements are not needed.
The required 10 foot wide front yard easement is noted on the Preliminary
Plat.
7. Section 38.410.080.D, Grading and Drainage. Proposed storm water facilities
must be constructed and contained on an individual lot as a common area(s) or
parkland owned by the City and maintained by the property owners’ association
and noted accordingly in the protective covenants.
Proposed storm water facilities are within Common Open Space 02 and
Common Open Space 04, as noted on the Preliminary Plat.
8. Section 38.410.080.H, Landscape Amenities. Stormwater retention/detention
facilities in landscaped areas shall be designed as landscape amenities. They shall
be an organic feature with a natural, curvilinear shape. The facilities shall have 75
percent of surface area covered with live vegetation appropriate for the depth and
design of the retention/detention facility, and be lined with native grasses,
indigenous plants, wet root tolerant plant types and groupings of boulders to
create a functional yet, natural site feature.
The Applicant has noted this comment. The site and landscape drawings
have incorporated requirements for vegetative coverings.
9. Section 38.410.120, 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.
The Applicant has noted this comment. The Applicant has and will continue
to coordinate with the USPS on the placement of the mailbox units within
the property boundaries of the development. Cluster Mailboxes are
anticipated.
10. Section 38.550.070 requires that the perimeter external streets of the subdivision
be constructed with a vegetative boulevard, street trees and irrigation in the
public right of way.
The Applicant has noted this comment. No external streets are proposed.
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11. Section 38.420.090, Waiver of Park Maintenance District. Executed waivers of
right to protest the creation of special improvement districts (SIDs) for a park
maintenance district will be required to be filed and of record with the Gallatin
County Clerk and Recorder, unless already filed with annexation.
The Applicant has noted this comment.
12. Section 38.220.310, Property Owners’ Association. All areas reserved for open
space and other common areas (i.e., storm water facilities) to be owned and
maintained by the property owners’ association will need to be identified on the
preliminary plat as “common open space”, not “open space”, and so noted
accordingly in the property owners’ association documents.
The Applicant has noted this comment. The Common Open Spaces are
so noted on the Preliminary Plat and associated documents.
13. Section 38.220.320, Covenants. Covenants, restrictions, and articles of
incorporation for the creation of a property owners’ association shall be
submitted with the final plat application for review and approval by the
Department of Community Development and shall contain, but not be limited to
the following items: 1) the orientation and setbacks for corner lots, 2) all
additional setbacks required when lots are adjacent to pathway corridors and
minor arterial roads, 3) provisions for fences, 4) provisions for snow removal,
maintenance and upkeep of all common areas, public and private parks, trails,
storm water runoff facilities, 5) guidelines that outline architectural and
landscape requirements for each individual lot and/or phase of the subdivision,
including placement of boulevard trees at a regular spacing for each residential
lot, 6) provisions that outline the renewal of an annual contract with a certified
landscape nursery person for the upkeep and maintenance of all parklands,
common open space, trails, etc., 7) landscape details for detention ponds, outlet
structures, boulevard trees, parkland, irrigation, etc., 8) mitigation of
groundwater with established floor elevations, 9) noxious weed control, and 10)
assessment of existing and future Special Improvement Districts.
These documents shall be submitted to the city attorney and shall not be accepted
by the City until approved as to legal form and effect. A draft of these documents
must be submitted for review and approval by the Community Development
Department at least 30 working days prior to submitting a final plat application.
These documents shall be executed and submitted with the initial final plat to be
filed with the Gallatin County Clerk and Recorder at the time of final plat
recordation.
The Applicant has noted this comment and provide the referenced, CCR’s,
By Laws and Building and Landscape Design Regulations and Guidelines
within the application.
14. Section 38.270.030, Completion of Improvements. If it is the developer’s intent to
file the plat prior to the completion of all required improvements, an
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Improvements Agreement shall be entered into with the City of Bozeman
guaranteeing the completion of all improvements in accordance with the
preliminary plat submittal information and conditions of approval. If the final plat
is filed prior to the installation of all improvements, the developer shall supply
the City of Bozeman with an acceptable method of security equal to 150 percent
of the cost of the remaining improvements.
The Applicant has noted this comment.
15. Section 38.270.040, Special provisions for timing of certain improvements. Park,
pathway, boulevard, and neighborhood center improvements must be installed
or financially guaranteed prior to final plat approval.
The Applicant has noted this comment.
16. Section 38.220.050.A.8, requires that any noxious weeds be identified and
mapped by a person with experience in weed management and knowledgeable in
weed identification. A noxious weed management and revegetation plan,
approved by the County Weed Control District, shall be submitted with the
preliminary plat.
The Applicant has noted this comment. Note that the applicant has
provided section (16) Noxious Weed Management Plan 06-28-2019 as
part of the Plat Application.
17. Section 38.220.050.A.5, Documents and Certificates. A draft copy of the
covenants, restrictions, and articles of incorporation for the creation of a property
owners’ association shall be submitted with the preliminary plat application for
review and approval by the Community Development Department and shall
contain, but not be limited to, provisions for assessment, maintenance, repair and
upkeep of private streets, common open space areas, public parkland/open space
corridors, mail delivery areas, stormwater facilities, public trails, sidewalks, snow
removal, and other areas common to the association pursuant to 38.220 Part 1 of
the Bozeman Unified Development Code.
The Applicant has noted this comment and provide the referenced, CCR’s,
By Laws and Building and Landscape Design Regulations and Guidelines
within the application. The applicant will establish a maintenance
agreement between the HOA and adjacent Owners along Commercial
Drive to maintain the fire access year-round – both within and outside the
property boundary
18. Section 38.220.020, The developer must provide the community development
department with a copy of all required streambed, streambank or wetlands
permits, or written notification from the appropriate agency that a permit is not
required, prior to the commencement of any work on the site and/or final plat
approval, whichever is sooner.
The Applicant has noted this comment.
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19. Section 38.240.110, A complete preliminary plat application shall be submitted to
the Community Development Department within one calendar year of the date
the Community Development Department dates, signs and places pre-application
comments in the outgoing mail.
The Applicant has noted this comment.
Note: The comments and advice contained in this DRC memorandum are intended to assist
the applicant in preparing the subdivision preliminary plat application. However, further
comments and/or recommendations on matters not discussed during the pre-application
review may arise based on the information and supplemental data provided with the formal
applications and applicable comments provided by local and state agencies.