HomeMy WebLinkAboutNarrative Response to City DRC Comments 08-05-2020
August 2020
Arrowleaf Park & Perennial Park
REVISION & CORRECTION #1
City of Bozeman File No. 20-153
August 2020
REVISION & CORRECTION: Arrowleaf Park & Perennial Park (20-153)
Response to City Comments - Pg. 1
Section V: Narrative Response to City Comments
Following City of Bozeman Design Review, the applicant was supplied comments
from the City Planning and Engineering Divisions. The following sections provide
detailed responses to both sets of comments, primarily submitted to supplement our
previous application and provide further project clarity in advance of the City
Commission review of the PUD-P. If additional applications edits are necessary
following review of this Revision and Correction submittal (RC), and/or subsequent
to the Conditions of Approval authorized by the City Commission, the applicant team
is requesting to provide those amendments concurrent with the PUD -F submittal.
All plans include clouded revisions and only files amended from the original PUD-P
submittal have been included in this RC.
Response to City Comments (City File No. 20-153)
Planning Division Questions/Comments
1. The application notes that only Lot 3A of minor Subdivision 407A is included
with the application. However, we have learned that the owner also holds title
to the Saccoccia Common Open Space as shown on Minor Subdivision 407.
Please explain how the following note from Minor Subdivision 407 will be
addressed with this application, park dedication requirement associated with
application 20153, and construction of any approved project.
RESPONSE: The Open Space lot, as shown on Minor Subdivision 407, will be
maintained according to the pro-rata share in accordance with the recorded
ECCRs, their amendments, and subsequent Minor Subdivision Plat 407A. This
application will not impact the previously established cost share expectations
specified in those documents.
Neither the note nor the additional acreage of the Open Space lot would impact
the parkland dedication requirement for application 20-153, as the note
contains no specific requirements for parkland and the Open Space lot would
not be counted in the net acreage calculation due to its sole use for stormwater
retention.
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Finally, the note does not appear to impact construction of this project, as the
other property owners described therein have provided sign off on the PUD-P
application in the form of limited agent authorizations (included in the
application submitted May 5, 2020).
2. It appears there is considerable spacing between the community center and
Building 12-plex B. Please explain why the Community Center is not moved
some to the south to create a larger playground? It appears the gas line and
bike racks could be readily moved to accommodate.
RESPONSE: The applicant has considered this request, however the current
layout allows for preferred site circulation and building separation for this
location of the site.
3. Administrative Design Review staff does not support waiver of cover over trash
enclosure due to multi-story buildings overlooking the enclosures and residents
needing snow protection to open the dumpster lid. As this is a requested
relaxation the City Commission will determine whether or not to grant the
request.
RESPONSE: Roofs have been added to the trash enclosures, negating the
need for this relaxation and condition of approval. See Architectural Site Plan
Sheets SP003-SP004 for trash enclosure details. The relaxations and
associated exhibits from the Preliminary PUD application have been updated
and included with this submittal (see Section VI - Relaxations &
Justifications document and Appendix B.7).
See also Response to Solid Waste Comment #2.
Planning Division Conditions of Approval (Proposed)
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.
RESPONSE: Noted.
2. In association with the reduced on-site parking, Applicant must provide covered
bicycle parking equal in number to the Applicant ’s request for reduction in
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vehicle parking spaces; and these covered bike racks should be placed close to
building entrances. The bike racks near the Senior housing must be covered.
RESPONSE: As described in Section VI - Relaxations & Justifications of the
Preliminary PUD submittal, the project is proposing to reduce onsite parking by
74 spaces using the relaxations available through the application of a PUD. In
response to the acknowledgement of Planning Staff of the appropriateness of
the proposed parking relaxation, the applicant is proposing to address this
request through this RC Submittal. The applicant is proposed to construct 138
onsite bike parking spaces as shown in the Architectural Site Plan sheets,
almost double the requested reduction. Therefore, this condition of approval is
no longer necessary.
3. For the middle buildings, the waiver from 510.030.J. 1-2 waiver from the 10- ft
setback from the sidewalk, (per Special Residential Block Frontage setback), is
conditioned on the Applicant planting mid-size vertical (3-4-ft in height) shrubs
or grasses as landscape between the sidewalk and any windows on the ground
floor of those buildings. Applicant may reconfigure existing proposed
landscaping or may add landscaping to accomplish this condition.
RESPONSE: The applicant is proposing to plant mid-size vertical (3-4-ft in
height) shrubs or grasses as landscape between the sidewalk and any windows
on the ground floor of the middle buildings. See Landscape Plan Sheets L311-
L313 for additional details.
Planning Division Required Code Corrections and Process Advisories
1. Site Preparation Authorized and Limited – BMC 38.200.100.A Until a building
permit is issued site disturbance is limited according to this section.
RESPONSE: Noted.
2. Concurrent Construction – BMC 38.270.030.D The documents required in this
section must be drafted and executed by both the landowner and the City
before any building permit is issued.
RESPONSE: If necessary offsite improvements be identified during the City’s
review of this project, the request for concurrent construction submitted with
the PUD-P application can be amended and executed prior to the receipt of
building permits.
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Please advise if this this document needs amendment prior to PUD-P
approval
See also Response to Engineering Comment #15.
3. Building Permits – BMC 38.230.180 No building permit will be issued until the
final PUD documents are fully approved.
RESPONSE: Noted.
4. Block Frontage Standards – BMC 38.510.030 Two-way (primary) entrances to
buildings need weather protection covering (egress only doors do not need
this). Verify that each primary entrance is provided with weather protection.
RESPONSE: Protective coverings for all two-way (primary) entrances have
been included and the relevant updated plan sheets demonstrate this
expectation has been met. See Architectural Plans for additional details.
5. On-site Open Space – BMC 38.520.060.C Provide a more detailed design/
description for the usable commercial open space shown adjacent to the Family
Promise building and how it meets required standards.
RESPONSE: As shown on Landscape Plan Sheet L307, the commercial open
space shown adjacent to the west of the Family Promise buildings has been
designed according to UDC Sec. 38.520.060.C-D. This commercial open space
area more than satisfies the area requirements of the UDC, as shown on the
Site & Building Data found on amended Architectural Site Plan Sheet SP000.
The sidewalk for the commercial open space has been designed to be wider
than 12 feet and satisfies the requirements specified for pedestrian-
oriented open space Visual and pedestrian access into the site from a street
(Tschache Lane) has been provided, and the walking surface is proposed to be
constructed using concrete. All future area lighting will be designed to conform
with UDC Sec. 38.570.
.
The commercial space is adjacent to areas with significant pedestrian traffic.
Thirty-two (32) linear feet of seating has been provided using 8’ benches (site
furniture), providing more than the required seating are per square feet of plaza
area or open space. Appropriate landscaping components, that do not act as
barriers, have also been integrated in the area design to add visual interest.
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Response to City Comments - Pg. 5
6. Building Massing and Articulation – BMC 38.530.040.E Please clarify the
means used to address this standard for the Family Promise building.
RESPONSE: The Family Promise building has implemented multiple strategies
to break up the overall massing and add visual interest to the building. In an
attempt to provide both architectural interest and define the differing
programmatic aspects of the building, the massing is broken up into two distinct
forms, and additionally the two forms are employing separate strategies in
regards to the exterior material palette.
The square portion of the building on the west end of the site has a flat roof
and fenestration that speaks to its primary use as office space for the Family
Promise organization. The building is a full two stories with a parapet, and
while it is only two levels, it appears larger visually when compared to the
adjacent form of the Early Learning Center. The Early Learning Center portion
of the building has an asymmetrical pitched roof that is a stylized interpretation
of early regional school houses and traditional single family homes. The gabled
roof is a familiar form and is meant to feel warm and inviting. While the ridge of
the gabled roof is nearly as tall at the adjacent parapet, the lower wall height of
the classrooms reduces the scale of the Early Learning Center in relation to the
Family Promise portion of the building to the west. The Early Learning Center
has four large and unique window bump outs at each classroom. These bump
outs add both visual interest on the exterior and functional classroom space on
the interior of the space.
The material palette of the Family Promise office space is predominantly metal
panel with wood accents that react to the articulation of the façade through
changes of color and texture. The Early Learning Center portion of the building
to the east, has adopted a more playful material palette of random width metal
siding as well as random width and multi-toned fiber cement panels. The main
entry to the Early Learning Center, and the wall bump outs at the classrooms,
will be clad in fiber cement panels and the interiors of the shapes will be
painted bright colors to add a sense of youthful energy and provide a sense
that this is a place welcome to children.
This description demonstrates that features two and three of UDC Sec.
38.530.040.E have been applied in order to provide visual interest and break up
the massing of the building façade.
7. Service Area and Mechanical Equipment – BMC 38.520.070.B.3 For power, etc.
service panels on building walls, we an architectural physical screen and a
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vegetative screen is needed to screen when viewed from the street.
Architectural screen with opacity and character to match adjacent building.
Verify location and design of proposed screening.
RESPONSE: The Landscape Plans have been corrected to show the location
of the proposed screening, with the species of tree being planted in those
locations reaching 12'+ at maturity. The applicant is also willing to furnish
additional imagery or add notes to the landscape plan which specifies a larger
caliper tree be planted at installation to help expedite the screening process as
well.
Engineering Division:
1. BMC 38.270.030.C Completion time for site development - A Concurrent
construction request needs to be submitted along with associated phasing
plans if the applicant intends to submit building permits prior to completion and
acceptance of onsite infrastructure.
RESPONSE: A concurrent construction request has been submitted with the
Preliminary PUD application, as called for in UDC Sec. 38.270.030.D, and this
request will be amended as needed to address concurrent construction of any
necessary infrastructure.
2. BMC 38.410.130 - CILWR will need to be paid prior to the issuance of building
permits.
RESPONSE: Noted, the applicant will satisfy this requirement prior to issuance
of building permits.
3. DSSP I.A.6. Separate plans shall be submitted for water and sewer facilities.
The water main infrastructure was not reviewed with this submittal.
RESPONSE: Separate plans for water and sewer facilities have been submitted
directly to the Engineering Division for their review.
4. Advisory comment: When the infrastructure plans are submitted, the Engineer
will need to verify the water service diameters and that the mechanical rooms
are large enough to fit the required lay lengths.
RESPONSE: Per the City of Bozeman’s standard drawing for a 2” domestic
water service size, an approximate 4’ 8” of length is required for the 2” water
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service, meter and valves. The mechanical rooms, as drawn, for both the 24
unit and 12 unit building have at least 5’ of length for the meter and valves with
an additional 2’ of room for the minimum requirement from an exterior wall. The
7’ of length for the service, meter, and valves is adequate to meet the City’s
minimum requirements.
5. Buildings equipped with a standpipe shall have a fire hydrant within 100 feet of
the fire department connections, see 24-Plex C & D.
RESPONSE: None of the proposed buildings are to be equipped with a
standpipe, therefore this comment is not applicable to this project.
6. Include a legend with existing and proposed topo line types.
RESPONSE: The legend has been updated. See Civil Plan Sheet C4.0.
7. The monitoring wells measured seasonally high groundwater. Engineering
recommends that the applicant confirm that groundwater will not impact the
function or maintenance of the proposed facilities. Industry guidance
recommends a three-foot minimum separation from the bottom of the proposed
facility to the underlying groundwater table which is not provided with the
proposed design.
RESPONSE: The applicant team acknowledges that we did not provide three-
foot separation between the bottom of the pre-treatment ponds and underlying
groundwater table. After examining numerous ways to achieve three feet of
separation, but doing so would have caused larger problems throughout the
site. Our opinion is the separation between the ponds and groundwater table as
designed will not affect the function or maintenance of the ponds. It will not
deter from the ponds’ ability to treat the first 0.5” of rainfall on the site, nor do
we anticipate groundwater entering the pond from below. The ponds were very
deliberately sized and placed where they were to maximize their effectiveness
and maintainability, while meeting City of Bozeman and DEQ design
requirements, allowing for maximum density and useable open space on the
site, and maintaining the affordability aspect of the project.
8. Show how the proposed grading ties into the northern property boundary. The
topo lines don’t appear to transition to the existing undisturbed area. If any
construction is required outside of the property boundary, a temporary
construction easement needs to be secured or alternatively respond with a
reference in the covenants allowing construction/access to adjacent properties
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Response to City Comments - Pg. 8
RESPONSE: There was a small error in the CAD surface, which has been
fixed. See Civil Plan Sheets C4.0 and C4.1. No construction is proposed
outside the property boundary.
9. Label linetype.
RESPONSE: Watercourse setbacks have been labeled. See Civil Plan Sheet
C4.0 & C4.1.
10. Check Rowhouse A front slopes. It appears that the sidewalk and garages
slope down toward the building.
RESPONSE: Rowhouse elevations were incorrectly labeled, and have been
corrected. See Civil Plan Sheet C4.1.
11. Fade back all existing topo to make the plans more readable.
RESPONSE: Plans have been updated to reflect this expectation. See Civil
Plan Sheet C4.0-C4.2..
12. Show the storm drain system on the Overall Grading Plan.
RESPONSE: Plans have been updated to reflect this expectation. See Civil
Plan Sheet C4.0-C4.2.
13. Add the pipe material to the profile sheets.
RESPONSE: Plans have been updated to reflect this expectation. See Civil
Plan Sheet C4.3 - C4.5. Pipe material was incorrectly noted as CMP in the
construction notes on the original plans. This has been revised to say RCP.
14. DSSP I.A.6. Separate plans shall be submitted for water and sewer facilities.
The sewer main infrastructure was not reviewed with this submittal.
RESPONSE: Separate water & sewer plans have been included in the updated
Civil Plans.
15. A grease interceptor must be provided if any of the facilities will be preparing
food or cleaning food items.
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Response to City Comments - Pg. 9
RESPONSE: None of the buildings will have grease interceptors outside the
building.
16. BMC 38.270.030.C Completion time for site development – N 15th Avenue from
Tschache Lane to Patrick Street must be completed prior to the issuance of
building permits.
RESPONSE: This condition has been discussed with the City, and it appears,
following those conversations, that this requirement is no longer applicable.
17. Include a detail of the proposed bus stop. Show the plan view as well as
elevation view with measurements and materials.
RESPONSE: The applicant was previously advised by City of Bozeman Staff
Taylor Lonsdale and Griffin Nielson not to provide bus stop details until route
and onsite bus stop location have been finalized with Streamline. See
Appendix N - HRDC Streamline Letter 05-05-2020 from the May 5, 2020 PUD
-P application submittal. The applicant will be willing to provide surety for the
bus stops construction according to the City’s design and maintenance
requirements. The applicant requests the City clarify what is expected to
address this comment as a condition of approval to be addressed with the PUD-
F application.
See also Response to Engineering Comment #18.
18. Provide documentation from streamline approving the location of the proposed
bus stop on Sacco, prior to PUD approval.
RESPONSE: A letter from Sunshine Ross on behalf of Streamline and HRDC
was submitted with the PUD-P that noted the Redesign Streamline 2020 project
is currently underway. While the proposed bus stop on Sacco represents a very
likely location solution appropriate for Streamline service, the ongoing route
study project likely does not allow for Streamline’s final authorization of the
proposed bus stop location on Sacco. Moreover, the applicant was advised by
City Staff Taylor Lonsdale and Griffin Nielson that the previously submitted
letter from Sunshine Ross should suffice for the City’s review of the PUD-P. If
additional sign-off is necessary from Streamline prior to PUD-P approval, the
applicant requests the City clarify what is expected as a condition of approval
to be addressed with the PUD-F application.
See also Response to Engineering Comment #17.
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Response to City Comments - Pg. 10
19. The 2022 No Build Traffic Volumes must not include any future adjacent
projects (the hotels or Bozeman East Mixed-Use). They must only include the
existing traffic volumes with a growth rate applied. Future projects that don ’t
have Site Plan approval should not be included in existing traffic volume data.
Modify the LOS tables and any other areas where the No Build scenario is used
to not include these unapproved projects.
a. Provide the average daily traffic for the 2022 traffic volumes without this
project included. Only peak hour trips were provided in Figure 7.
RESPONSE: A memo from the project’s traffic engineer, Mark Bancale, has
been included in this submittal to address Engineering Comments #19 - #22.
See TIS Response Letter - 07-31-2020 for further details.
20. Provide the average daily traffic generated from the Site in 2022 and compare it
to the average daily traffic volumes in 2022 in the analysis.
21. Justify why only 8% of traffic is directed to the east on Baxter Lane in Figure 8
considering that downtown Bozeman is to the southeast and there will likely be
commuters travelling in that direction.
22. Do not include the future improvements required in the TIS for unapproved
projects for the intersections of N 19th and Baxter and N 19th and Tschache in
the report. Only funded CIP projects may be considered as future planned
improvements.
23. Provide a public access easement on the east side of Sacco to include the
north/south sidewalk and from the existing easement to one foot east of the
sidewalk, prior to PUD approval.
RESPONSE: This submittal includes an Amended Plat, and all pertinent
drawings have been updated to reflect the provision of the required public
access easement.
24. Last line of page 1 should say “feet” instead of “inches.
RESPONSE: Plans have been updated to reflect this expectation.
25. The original 2007 Saccoccia minor subdivision design report included in
Appendix C states that “the pond depth is designed at a 2.5 foot depth with the
bottom one foot of depth functioning as a permanent wetland ”. Page 1 of the
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design report states that there is 1.18 feet of operating depth. Clarify the total
pond depth in the report; include the average surveyed pond elevation and the
overall pond depth in Table 1.1 to confirm the depth of the pond.
RESPONSE: The 1.18 feet of operating depth refers to storage capacity above
the constant groundwater elevation in the pond. See pages 1-2 of the Revised
Stormwater Design Report .
26. Appendix A - Basin Map - The average pond depth of the northern pond is
labeled as 0.8’ while page 1 of the report states that the operating depth of the
pond is 1.18 feet. Also, the pond volume doesn’t match the volume provided in
the text of the report. Clarify these discrepancies.
RESPONSE: The basin map included in the Stormwater Report was
inadvertently labeled incorrectly. The map has been amended in the Revised
Stormwater Design Report to show the correct depth and volume as
measured and calculated in Appendix D. The labels have also been revised to
clarify pond capacity for stormwater detention, (vs. total pond volume, which
would include the constant groundwater level).
27. DSSP II.A.3.b. Provide calculations verifying the sewers are sloped to maintain
a minimum velocity of 3-fps at the design storm depth of flow, or when flowing
full, to prevent sediment deposits.
RESPONSE: The stormwater pipes were designed using the 10-States
Standard for minimum slopes for the different sizes of pipes. These slopes
resulted in velocities calculated to be between 2.14-3.57 fps. (Velocity
calculations have been added in Appendix D of the Revised Stormwater
Design Report for reference.) This project was constrained from using steeper
slopes by two factors: 1) Shallow groundwater prevented us from going deeper,
and 2) Raising the pipe at the uphill end would have caused the need for
considerably more fill to the site (to maintain minimum cover requirements),
causing a ripple effect to the grading plan and adding considerable cost to this
affordable housing project. We are confident the pipes will work as intended at
the slopes they are at. Additionally, the system will be privately maintained per
the approved maintenance plan, which includes flushing sediment from piping
and outlet structures as necessary.
28. The approved stormwater maintenance plan must be incorporated into the
Owners Association Documents and a copy submitted prior to Site Plan
approval.
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Response to City Comments - Pg. 12
RESPONSE: The stormwater maintenance plan will be incorporated into the
Owners Association Documents and a copy submitted prior to Site Plan
approval.
NorthWestern Energy Comments:
1. Have been working with developer to lay out Electric and gas utilities for the
area and create 10ft utility easements where primary is extended throughout
the property in order to run 3PH and gas main to serve apartment buildings and
to create a loop feed.
RESPONSE: The applicant’s electrical engineer has contacted NorthWestern
Energy and has provided NWE with electrical load information to inform
easement and utility service locations. Any additional requirements from NWE
will be addressed in the PUD-Final.
2. Loading information has not been communicated so far, and we may need to
check capacity on the system to ensure it will handle roughly estimated 2MW
load.
RESPONSE: As stated above, the applicant’s electrical engineer has contacted
NorthWestern Energy and has provided NWE with electrical load information for
further review. Any additional requirements from NWE will be addressed in the
PUD-Final.
Solid Waste Comments:
1. Need a minimum of 50 feet of straight approach to front of refuse container.
RESPONSE: Following discussions with City Solid Waste Division staff member
Kevin Handelin, the applicant has updated the site plan to show placement of
the refuse containers in locations that resolve this comment. Therefore, this
comment is no longer applicable.
2. Refuse container will need to be covered. (Comment 2 is affected by whether or
not the City Commission grants a requested relaxation from the standard for
trash enclosure overhead cover.)
RESPONSE: Roofs have been added to the trash enclosures, making this
comment no longer applicable. See Architectural Site Plan Sheets SP003-
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SP004 for trash enclosure details.
Parks and Recreation Comments:
Conditions of Approval
1. Payment of cash-in-lieu of parkland must be provided prior to final PUD
approval.
RESPONSE: Noted.
2. Any revisions to the parkland proposal deemed significant by Parks or Planning
Division staff must be reviewed by the Recreation and Parks Advisory Board
prior to final PUD approval.
RESPONSE: Noted.
3. For Staff and Applicant to review the impact of the trail on wetlands and provide
a report to the Commission.
RESPONSE: Noted. The applicant team will review these impacts and report to
the City Commission at the PUD-P Public Hearing schedule for August 25,
2020.
Code Corrections
1. Section 38.420.030.D. Where a cash donation has been accepted in-lieu of
land dedication, the amount of cash donation must be stated on the final plat or
plan as appropriate. The current preliminary proposal is considered an estimate
because CILP appraisal values may change prior to final plan approval. Please
correct rounding error in the application calculations to show a total
requirement of 2.60 acres and equivalent dollar value estimate of $181,209.60.
RESPONSE: The applicant will make the required corrections and include the
cash-in-lieu amount on the final plan to be submitted with the Final PUD.
2. Per definition of a lot in 38.700.100, parcels under the same ownership will be
treated as one parcel. The trail must extend through the property to the north.
Please adjust the IILP accordingly and ensure that 25-foot-wide public
easement is provided the entire length prior to Final PUD submittal.
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RSPONSE: The IILP will be adjusted in the Final PUD application. The
Amended Plat included with this RC shows a 25-foot easement extending
between Tschache and Baxter Lanes.
3. 38.420.110.C. “related facilities” includes trailhead signage at each end of the
trail and ADA curb ramps and crosswalks striping at the intersection with
Tschache Lane. Please discuss proper location and specs with Engineering and
show these corrections with Final PUD submittal.
RESPONSE: Noted.
4. 38.420.110.F. Pathway easements are required 25-feet in width extending
between Tschache and Baxter Lane with Final PUD submittal.
RESPONSE: The Amended Plat included with this RC shows a 25-foot
easement extending between Tschache and Baxter Lanes.
Advisory Comments
1. Appendix B.5. Does not include all parks within ½-mile of the property.
RESPONSE: Appendix B.5 has been updated to show all parks and open
space within one-half mile of the property.