HomeMy WebLinkAbout02-12-18 City Commission Packet Materials - AII4. BSD7 Van Winkle Stadium InformalCommission Staff Report
Van Winkle Stadium Improvements
February 12, 2018
Page 1 of 11
Report To: Mayor and City Commission
From: Courtney Johnson, Senior Planner
Martin Matsen, Director of Community Development
Subject: Van Winkle Stadium Improvements Informal Review, Application 18016.
Meeting Date: February 12, 2018
Agenda Item Type: Action Item
Recommendation: Review application and comment to assist preparation of formal application.
Project Description: The new Bozeman School District multi-purpose stadium project is a ±3000-seat stadium north
of the existing Van Winkle Stadium.
Project Location: 205 N. 11th Ave., Bozeman, MT 59715
S12, T02 S, R05 E, ACRES 27.08, HIGH SCHOOL SITE TRACT IN NW4
Informal Development Review: Site plan and engineering review has been completed as outlined in the “Interlocal
Agreement School District 7 – City of Bozeman, dated November 12, 2012.”
Report Date: January 31, 2018
Executive Summary
The School District 7 (property owner/applicant) has submitted an informal site plan application for the proposed Van
Winkle Stadium Improvements The site is located at the existing Bozeman High School located at 205 N. 11th Ave.,
Bozeman, MT 59715 (S12, T02 S, R05 E, ACRES 27.08, HIGH SCHOOL SITE TRACT IN NW4).
The new Bozeman School District multi-purpose stadium project is a ±3000-seat stadium north of the existing Van
Winkle Stadium. The areas included in the project are the relocated two softball fields and dugouts, relocated batting
cage, a new ±17,000 sq. ft. team and fan facilities including bathrooms and concessions, turf field, corresponding
pathways, fencing, Ruth Thibeault Way parent drop off traffic development, demolition of existing south Van Winkle
Stadium bleachers, demolition of the existing stadium lights, and a new timing booth at the existing track.
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Table of Contents
Executive Summary ................................................................................................................................................ 1
Section 1 – Map Series .......................................................................................................................................... 3
Section 2 – Requested Relaxation/Deviations/Variances ................................................................................... 6
Section 3 – Recommend Conditions of Approval .............................................................................................. 6
Section 4 – Required Code Provisions ................................................................................................................ 6
Section 5 – Staff Analysis and Findings .............................................................................................................. 6
Applicable Plan Review Criteria .......................................................................................................................... 6
Planning Analysis and Findings .......................................................................................................................... 7
Engineering Analysis and Findings ..................................................................................................................... 8
Review Process .................................................................................................................................................. 9
Section 6 – Attachments ..................................................................................................................................... 11
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Section 1 – Map Series
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Section 1 – Map Series
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Section 1 – Map Series
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SECTION 2 - REQUESTED RELAXATION / DEVIATIONS / VARIANCES
1. Landscaped median islands constructed of curb and gutters are not proposed within parking lots
on school property which is a departure from Zoning Ordinance but is allowed by the local inter-
governmental agreement. Proposed terminal islands will instead be delineated by paint.
SECTION 3 - RECOMMENDED CONDITIONS OF APPROVAL
Please note that these conditions are in addition to any required code provisions identified in this report.
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.
SECTION 4 – REQUIRED CODE PROVISIONS
1. Please see Development Review Committee (DRC) Memo attached within, which provides
required code revisions and advisory comments for forthcoming Formal Site Plan application.
SECTION 5 - STAFF ANALYSIS AND FINDINGS
Analysis and resulting recommendations are based on the entirety of the application materials, municipal
codes, standards, plans, public comment, and all other materials available during the review period.
Collectively this information is the record of the review. The analysis in this report is a summary of the
completed review.
Applicable Plan Review Criteria, Section 38.19.100, BMC.
In considering applications for plan approval under this title, the advisory boards and City Commission shall
consider the following:
1. Conformance to this chapter, including the cessation of any current violations
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 (BMC) or state law.
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2. Conformance with all other applicable laws, ordinances, and regulations
The proposed uses of the site are consistent with the allowed uses of the Public Lands and Institutions
(PLI) district. No specific conflicts have been identified. Additional steps will be required including but not
limited to final payment for cash in lieu of water rights, recordation of the utility easements, construction of
offsite sewer and street infrastructure, final plan documents and approval and building permits. The
Building Division of the Department of Community Development will review the requirements of the
International Building Code for compliance at the time of building permit application.
3. Relationship of site plan elements to conditions both on and off the property
The proposed stadium is compatible with and sensitive to the immediate environment of the site and the
adjacent neighborhoods and other approved development relative to, building mass and height,
landscaping, orientation of parking and building placement on the site.
4. Unresolved Issues
There are unresolved issues with the informal development review application which are noted and detail
with the Development Review Committee (DRC) Memo. Please reference the January 31, 2018 DRC
Memo attached within.
5. Planning Analysis and Findings
6.1 Bozeman Communtiy Plan Growth Policy Designation: Public Institutions
6.2 Land Use
6.2.a Intent: of the Public Land and Institute (PLI) district is to provide for major public and quasi-
public uses outside of other districts. This application and proposed building use conforms.
6.2.b Setbacks: The project complies with all setbacks. In the PLI district, there is no yard
requirement except when a lot is adjacent to another district. The yards then shall be the
same as the adjacent district.
6.2.c Lot Coverage and Lot Area and Width: In the PLI district, the entire lot, exclusive of
required yards and parking, may be occupied by the principal and accessory buildings. The
lot area and width requirement of the PLI district has no requirement.
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6.3 Pedestrian and vehicular ingress and egress
6.3.a Pedestrian access is provided by multiple access locations on all frontages of the site. The
proposed street frontage sidewalks must conform to code requirements. Additional
pedestrian connectivelty will be required north of the western parking lot to the 15th
street
public way. Please see DRC Bozeman Police and Fire Department comments.
6.3.b Emergency vehicular access is not currently adequate. The Bozeman Police and Fire
Department have reviewed and commented on safety access which will need to be
addressed in the forthcoming site plan.
6.4 Parking
6.4.a Parking Design Departure: Curb, gutter, and asphalt will be used to construct the parking
lots and access ways. Landscaped median islands constructed of curb and gutter are not
proposed within parking lots on school property which is a departure from Zoning
Ordinance but is allowed by the local inter-governmentalagreement. Proposed terminal
islands will instead be delineated by paint.
6.4.b Parking Counts: Applicant is providing required parking based upon Sec. 38.25.050. - Joint
use of parking facilities, which requires a traffic survey or impact study for the determination by
review authority prior to site plan approval. This traffic study was not included in the informal
site plan application materials.
6.5 Lighting
6.5.a Site, sports field lighting and scoreboard lighting was not provided as part of the informal site
plan application. Applicant must provide stadium lighting photometric plan, lighting
specifications and details with formal site plan application.
7 Engineering Analysis and Findings (Please reference attached DRC Memo for complete Engineering
Division comments)
7.1 West Beall and 15th
Street Intersection Improvements: The intersection of 15th
and Beall is proposed
to be improved as a roundabout. All easements must be obtained for the roundabout at W. Beall Street
and N. 15th Avenue prior to site plan approval.
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7.2 Emergency Secondary Means of Egress: Bozeman Municipal Code (BMC) Section 38.24.010.A.8
states: to facilitate traffic movement, the provision of emergency services and the placement of utility
easements, all developments shall be provided with a second means of access. The applicant must
provide a vehicular connection between the proposed new parking lot and the existing parking lot on N.
11th Avenue to provide an emergency, secondary means of egress. The secondary egress may be
gated. The secondary egress may be reinforcement and widening of the existing path to accommodate
emergency vehicles.
7.3 Sanitary Sewer Service: The application materials state, “We have not included capacity calculations for
water and sewer usage as it is anticipated that flow rates will not increase. Existing bathroom and locker
facilities are currently onsite for the school and fields now and will just be redistributed as part of this
project.” City records indicate the existing facilities are connected to the City’s sanitary sewer main in N.
11th Avenue. If the proposed project is connected to the sanitary sewer main in N. 15th Avenue, as
shown in the application drawings, there is a downstream sewer main that is at capacity and would
require an upgrade prior to adding the proposed flows to the system. The City’s sanitary sewer main in
N. 11th Avenue bypasses the sanitary sewer constriction. Either the applicant must connect the sanitary
sewer service from the new facility to the sewer main in N. 11th Avenue, or the applicant must upgrade
downstream sanitary sewer main to accommodate the proposed connection point in N. 15th Avenue.
7.4 Traffic Impact Study: The applicant must submit a traffic impact study with the site plan application to
determine impacts and any required upgrades to the transportation system to accommodate the
proposed project.
7.5 Irrigation: The applicant is advised that the proposed project falls within the Bozeman Solvent Site
boundary. The property is underlain by an aquifer contaminated with perchloroethylene (PCE). No
irrigation wells may be installed on this property. Additionally, given the proximity of the project to the
original contamination site, institutional controls must be met for excavation. The applicant may request a
copy of those institutional controls from the City. The applicant is also advised to contact Montana DEQ
regarding any trench or excavation dewatering requirements.
8 Review Process: Concurrent review of the following proposed applications and amendments will be
conducted to accommodate the aggressive design and construction schedule of this project.
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8.1 Informal Development Review: Per the Interlocal agreement under major school development, the
Development Review Committee (DRC) reviewed the application materials on January 31, 2018.
Based on its evaluation of the application against the criteria, the Development Review Committee has
provided comments regarding identified corrections, which must be satisfied during the forthcoming
formal site plan review. The applicant was 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.
8.2 Formal Site Plan: Per the Interlocal agreement under major school development, a formal site plan
application will be submitted. If the site plan application does not require any exemptions under MCA
Section 76.2.402, the application will be reviewed administratively. Any proposed exemptions will
necessitate noticing and public hearing as required under statute as a City Commission meeting.
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SECTION 6 - ATTACHMENTS
18016 Van Winkle Stadium Improvements-Application Materials
18016 Van Winkle Stadium Improvements-Informal Review-Application Plans
18016 Van Winkle Stadium Improvements-Informal Review-DRC Memo (January 31, 2018)
18016 Van Winkle Stadium Improvements-Interlocal Agreement 11-12-12
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A1
Development Review Application A1 Page 1 of 3 Revision Date 01-04-16
Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications
DEVELOPMENT REVIEW APPLICATION
1. PROJECT
Development
Name:
Description:
2. PROPERTY OWNER
Name:
Full Address:
Phone:
Email:
3. APPLICANT
Name:
Full Address:
Phone:
Email:
4. REPRESENTATIVE
Name:
Full Address:
Phone:
Email:
5. PROPERTY
Full Street
Address:
Full Legal
Description:
Current
Zoning:
Current Use:
Community
Plan
Designation:
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Development Review Application A1 Page 2 of 3 Revision Date 01-04-16
Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications
Overlay
District: Neighborhood Conservation Entryway Corridor None
Urban
Renewal
District:
Downtown North 7th Avenue Northeast None
6. STATISTICS (ONLY APPLICATION TYPES 2-12, 17, 24 AND 26)
Gross Area: Acres: Square Feet:
Net Area: Acres: Square Feet:
Dwelling
Units:
Nonresidential
Gross Building
Square Feet:
7. APPLICATION TYPES
Check all that apply, use noted forms. Form Form
1. Pre-application Consultation None 17. Informal Review INF
2. Master Site Plan MSP 18. Zoning Deviation None
3. Site Plan SP 19. Zoning or Subdivision
Variance
Z/SVAR
4. Subdivision pre-application PA 20. Conditional Use Permit CUP
5. Subdivision preliminary plat PP 21. Special Temporary Use
Permit
STUP
6. Subdivision final plat FP 22. Comprehensive Sign Plan CSP
7. Subdivision exemption SE 23. Regulated Activities in
Wetlands
RW
8. Condominium Review CR 24. Zone Map Amendment (non
Annexation)
ZMA
9. PUD concept plan PUDC 25. UDC Text Amendment ZTA
10. PUD preliminary plan PUDP 26. Growth Policy Amendment GPA
11. PUD final plan PUDFP 27. Modification/Plan
Amendment
MOD
12. Annexation and Initial Zoning ANNX 28. Extension of Approved Plan EXT
13. Administrative Interpretation
Appeal
AIA 29. Reasonable Accommodation RA
14. Administrative Project Decision
Appeal
APA 30. Other:
15. Commercial Nonresidential COA CCOA
1 6. Historic Neighborhood
Conservation Overlay COA
NCOA
8. APPLICATION FEES AND MATERIALS
A. Fees are to be provided based upon the adopted fee schedule FS. Contact our office for an
estimate.
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Development Review Application A1 Page 3 of 3 Revision Date 01-04-16
Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications
B. Application materials shall be submitted for each application as shown in the specific guidance
and checklists that is provided for each application type. A common development review application
form and common notice materials may be provided for an application that includes more than one
application type. All other application materials shall be submitted for each individual application
type per the project guidance and checklists.
9. CERTIFICATIONS AND SIGNATURES
This application must be signed by both the applicant(s) and the property owner(s) (if different) for
all application types before the submittal will be accepted. The only exception to this is an informal
review application that may be signed by the applicant(s) only.
As indicated by the signature(s) below, the applicant(s) and property owner(s) submit this
application for review under the terms and provisions of the Bozeman Municipal Code. It is further
indicated that any work undertaken to complete a development approved by the City of Bozeman
shall be in conformance with the requirements of the Bozeman Municipal Code and any special
conditions established by the approval authority. I acknowledge that the City has an Impact Fee
Program and impact fees may be assessed for my project. Further, I agree to grant City personnel
and other review agency representative’s access to the subject site during the course of the review
process (Section 38.34.050, BMC). I (We) hereby certify that the above information is true and
correct to the best of my (our) knowledge.
Certification of Completion and Compliance – I understand that conditions of approval may be
applied to the application and that I will comply with any conditions of approval or make necessary
corrections to the application materials in order to comply with municipal code provisions.
Statement of Intent to Construct According to the Final Plan – I acknowledge that construction
not in compliance with the approved final plan may result in delays of occupancy or costs to correct
noncompliance.
Applicant
Signature:
Printed Name:
Owner
Signature:
Printed Name:
Owner
Signature
Printed Name:
If signing as a corporation, please provide the title and position of the individual signing on behalf of the
corporation. Attach separate sheets for additional owner signatures.
CONTACT US
Alfred M. Stiff Professional Building
20 East Olive Street 59715 (FED EX and UPS Only)
PO Box 1230
Bozeman, MT 59771
phone 406-582-2260
fax 406-582-2263
planning@bozeman.net
www.bozeman.net
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BOZEMAN, GREAT FALLS, KALISPELL & SHELBY, MT | SPOKANE, WA | LEWISTON, ID | WATFORD CITY, ND | MEDIA, PA
406.586.0277
t dhengineering.c om
234 East Babcock Street
Suite 3
Bozeman, MT 59715
MEMORANDUM
Date: January 16, 2018 TDH Job No.: B17-083
To: Development Review Committee
From: Ahren Hastings, PE
Subject: Van Winkle Stadium- Informal Review Narrative
ARCITECTURE DESIGN NARRATIVE
The new multi-purpose stadium project for Bozeman School District started with
coordination with work that has been done for master planning work from previous
architects from the remodel in 2008, the pre-bond work, as well as the new high school
design work that incorporated the existing high school design master plan in 2017. The
project is described as moving the existing stadium facilities that are directed to fall
activities including marching band, football, soccer, potential of lacrosse, as well as
physical education classes and community use. The existing stadium will be used primarily
for non-competition events and physical education for the high school.
The new Bozeman School District multi-purpose stadium project is a ±3000-seat stadium
north of the existing Van Winkle Stadium. The areas included in the project are the
relocated two softball fields and dugouts, relocated batting cage, a new ±17,000 sq. ft.
team and fan facilities including bathrooms and concessions, turf field, corresponding
pathways, fencing, Ruth Thibeault Way parent drop off traffic development, demolition of
existing south Van Winkle Stadium bleachers, demolition of the existing stadium lights, and
a new timing booth at the existing track.
CIVIL DESIGN NARRATIVE
Transportation and Parking
Due to the considerable amount of traffic created by a new stadium, a traffic consultant
(Marvin & Associates) has been retained for the project to inform the design team about on-
site access/circulation, and offsite infrastructure capacity. The traffic consultant provided
analysis of anticipated street impacts and recommendations for transportation facilities in
and around the new stadium site and existing high school infrastructure. Transportation
and parking infrastructure improvements include construction of a new 121 stall parking lot
east of the new stadium and the reconstruction of Ruth Thibeault Way to improve parent
drop off and circulation. In conjunction with the Ruth Thiebeault Way reconstruction,
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intersection improvements to 15th Ave. and Beall S.t are currently going through preliminary
design by the City of Bozeman and will likely be integrated into this project’s design. A
separate document explaining parking calculations is provided with this submittal.
Utilities
The school proposes to connect its multi-purpose field building water service to the water
main located in 15th Avenue on the City of Bozeman Water Master Plan. A secondary water
main spanning between 15th Avenue and 11th Avenue may be required to provide fire
hydrants in the vicinity of the new stadium. (At this time the Bozeman Fire Marshal position
is vacant and it has not yet been determined where possible new fire hydrants need to be
located and therefore the water main design for those has not been included in this
submittal.) All water main and fire hydrants will be located in public easements or right-of-
way. Irrigation water usage is expected to decrease by as much as 60% for the area that is
currently grass turf that will be converted to artificial turf. We are also exploring utilizing
exempt wells to provide irrigation to the new field.
The school proposes to connect its building sewer service to the existing sewer main
located in 15th Avenue. Additional sewer services may be required for sports field buildings
located north of the new field and would connect into the 15th Avenue sewer main. We
have not included capacity calculations for water and sewer usage as it is anticipated that
flow rates will not increase. Existing bathroom and locker facilities are currently onsite for
the school and fields now and will just be redistributed as part of this project.
Storm drainage infrastructure is proposed to mitigate post development runoff conditions in
accordance with City of Bozeman design standards. Storm drainage systems will consist of
inlets and piping for roof drains and field underdrains. Underdrains are currently proposed
for the sports fields which will also be tied into site’s storm drainage system. Underdrains
will be designed to accommodate infiltration and will not discharge groundwater from below
the fields. The site storm drainage system will consist of an underground
retention/infiltration system tied to native free draining gravels.
A schematic design phase plan set has been provided showing proposed water, sewer, and
storm drainage improvements for the project
Plan Review and Permitting
Site plan and engineering review will be formally completed through the City development
review process, while it is the School’s understanding that certain zoning and development
ordinances do not apply per local inter-governmental agreement. Authorization to connect
to City infrastructure is anticipated between the City and the School District. State DEQ
approval for water and sewer main extension is anticipated to be obtained through certified
checklist procedure concurrent with City approval. The project will follow the Wetland
Review process in accordance with City of Bozeman requirements. The project will also
comply with City of Bozeman and DEQ construction stormwater and dewatering programs
during construction activities. At this time the only departmental waiver being requested is
from parking lot and street landscaping requirements.
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BOZEMAN, GREAT FALLS, KALISPELL & SHELBY, MT | SPOKANE, WA | LEWISTON, ID | WATFORD CITY, ND | MEDIA, PA
406.586.0277
t dhengineering.c om
234 East Babcock Street
Suite 3
Bozeman, MT 59715
MEMORANDUM
Date: January 10, 2018 TDH Job No.: B17-083
To: Bozeman School District, Design Team, City of Bozeman
From: Kyle Scarr, P.E.
Subject: Van Winkle / Existing Bozeman High Parking Calculation
City of Bozeman Design Requirements per Article 38.25.010 for Senior High are as follows:
Required Parking
a) 1.5 spaces per classroom/lecture hall
b) 1 space for each 5 students
c) 1 space for each non-teaching position
d) 1 space for each 3 fixed seats of public assembly or 1 space / 25 sf of public space
non-fixed seating
Possible Reductions
a) 10% reduction for Transit Availability per 38.25.040-A.2.C.3.
b) Note, currently Streamline has two stops directly adjacent to the school that
operates on an hourly schedule (Beall and 15th / Main Street at School). At least
one approved shelter is required in order to take this reduction.
Assumptions
a) Due to school scheduling, overlap of large events such as a football game (full
stadium) or weekend basketball tournament (full competition and auxiliary gyms) are
not anticipated to occur concurrently with each other or with normal school hours.
These large events generally occur only 10-15 time a year. The following analysis
shows parking can be meet for the average school day and during the occasional
large event.
b) Assumes remodeled existing Bozeman High School will have the same program as
the proposed new High School with the exception of the stadium
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Required School Parking
Assumes remodeled existing Bozeman High School will have the same program as the
proposed new High School with the exception of the Stadium.
Requirement Quantity Spaces
Required
1.5 spaces per classroom 76 classrooms 114
1 space for each 5 students 1,500 students 300
1 space for each non-teaching position 38 staff 38
1 space for each 3 fixed seats of public
assembly or 1 space / 25 sf of public space
non-fixed seating
Comp. gym – 1,801 seats
Auxiliary gyms – 307 seats
Auditorium – 750 seats
Stadium – 3,000 seats
601
103
250
1,000
Subtotal 2,406
Transit Availability 10% reduction -240
Total Required Parking 2,166
Onsite Parking Areas Provided within 1,000 feet 998
Offsite Parking Areas Provided within 1,000 feet 80
Joint Use Analysis – Basketball Tournament
Assumes remodeled existing Bozeman High School will have the same program as the
proposed new High School with the exception of the Stadium.
Requirement Quantity Spaces
Required
1.5 spaces per classroom 76 classrooms -
1 space for each 5 students 1,500 students -
1 space for each non-teaching position 38 staff -
1 space for each 3 fixed seats of public
assembly or 1 space / 25 sf of public space
non-fixed seating
Comp. gym – 1,801 seats
Auxiliary gyms – 307 seats
Auditorium – 750 seats
Stadium – 3,000 seats
601
103
-
-
Subtotal 704
Transit Availability 10% reduction -70
Total Required Parking 634
Onsite Parking Areas Provided within 1,000 feet 962
Offsite Parking Areas Provided within 1,000 feet 80
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Joint Use Analysis – Football Game
Assumes remodeled existing Bozeman High School will have the same program as the
proposed new High School with the exception of the Stadium.
Requirement Quantity Spaces
Required
1.5 spaces per classroom 76 classrooms -
1 space for each 5 students 1,500 students -
1 space for each non-teaching position 38 staff -
1 space for each 3 fixed seats of public
assembly or 1 space / 25 sf of public space
non-fixed seating
Comp. gym – 1,801 seats
Auxiliary gyms – 307 seats
Auditorium – 750 seats
Stadium – 3,000 seats
-
-
-
1,000
Subtotal 1,000
Transit Availability 10% reduction -100
Total Required Parking 900
Onsite Parking Areas Provided within 1,000 feet 1,028
Offsite Parking Areas Provided within 1,000 feet 50
Joint Use Analysis – Average School Day
Assumes remodeled existing Bozeman High School will have the same program as the
proposed new High School with the exception of the Stadium.
Requirement Quantity Spaces
Required
1.5 spaces per classroom 76 classrooms 114
1 space for each 5 students 1,500 students 300
1 space for each non-teaching position 38 staff 38
1 space for each 3 fixed seats of public
assembly or 1 space / 25 sf of public space
non-fixed seating
Comp. gym – 1,801 seats
Auxiliary gyms – 307 seats
Auditorium – 750 seats
Stadium – 3,000 seats
-
-
-
-
Subtotal 452
Transit Availability 10% reduction -45
Total Required Parking 407
Onsite Parking Areas Provided within 1,000 feet 998
Offsite Parking Areas Provided within 1,000 feet 80
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REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BOZEMAN SCHOOL
DISTRICT 7
404 West Main Street
Bozeman, MT 59715
TDH#: B17-083
NOTE: DOCUMENTS MAY
NOT BE USED FOR
REGULATORY APPROVAL,
PERMITTING, OR
CONSTRUCTION
PURPOSES
BSD7 VAN WINKLE
STADIUM RENOVATIONS
20 % CONSTRUCTION DOCUMENTS
ACH
KEW
BSD7# 17-41-36
VICINITY MAP & CONSTRUCTION ROUTES
BSD7 VAN WINKLE STADIUM
RENOVATIONS
INFORMAL REVIEW SUBMITTAL
BOZEMAN, MONTANA
JANUARY, 2018
ON-SITE CIVIL ENGINEER
ARCHITECT + ALL OTHERS
OWNER
SCHEDULE OF DRAWINGS PROJECT DIRECTORY
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NOTES, LEGEND, &
ABBREVIATIONS
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REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BOZEMAN SCHOOL
DISTRICT 7
404 West Main Street
Bozeman, MT 59715
TDH#: B17-083
NOTE: DOCUMENTS MAY
NOT BE USED FOR
REGULATORY APPROVAL,
PERMITTING, OR
CONSTRUCTION
PURPOSES
BSD7 VAN WINKLE
STADIUM RENOVATIONS
20 % CONSTRUCTION DOCUMENTS
ACH
KEW
BSD7# 17-41-36
A
C102
GENERAL NOTES
SANITARY SEWER NOTES
WATER NOTES ABBREVIATIONS
STORM DRAIN NOTES
SCALING NOTE
CONTROL TABLE
EXISTING DESCRIPTION
LEGEND
NEW
PAVING NOTES
(X" DUCTILE IRON WATER MAIN*)
JOINT RESTRAINT TABLE
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SURVEY DATA &
EXISTING
CONDITIONS
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Engineering
tdhengineering.com
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BOZEMAN SCHOOL
DISTRICT 7
404 West Main Street
Bozeman, MT 59715
TDH#: B17-083
NOTE: DOCUMENTS MAY
NOT BE USED FOR
REGULATORY APPROVAL,
PERMITTING, OR
CONSTRUCTION
PURPOSES
BSD7 VAN WINKLE
STADIUM RENOVATIONS
20 % CONSTRUCTION DOCUMENTS
ACH
KEW
BSD7# 17-41-36
J:\2017\B17-083 Lambert and Van Winkle Fields\CADD\CIVIL VAN WINKLE\DWG\24X36 SHEETS\B17-083-VW C2.0.dwg, 1/15/2018 5:01:27 PM, ACH
295
SITE PLAN
OVERVIEW
C-3.0
Engineering
tdhengineering.com
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BOZEMAN SCHOOL
DISTRICT 7
404 West Main Street
Bozeman, MT 59715
TDH#: B17-083
NOTE: DOCUMENTS MAY
NOT BE USED FOR
REGULATORY APPROVAL,
PERMITTING, OR
CONSTRUCTION
PURPOSES
BSD7 VAN WINKLE
STADIUM RENOVATIONS
20 % CONSTRUCTION DOCUMENTS
ACH
KEW
BSD7# 17-41-36
J:\2017\B17-083 Lambert and Van Winkle Fields\CADD\CIVIL VAN WINKLE\DWG\24X36 SHEETS\B17-083-VW C3.0.dwg, 1/15/2018 5:01:48 PM, ACH
296
SITE PLAN
C-3.1
Engineering
tdhengineering.com
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BOZEMAN SCHOOL
DISTRICT 7
404 West Main Street
Bozeman, MT 59715
TDH#: B17-083
NOTE: DOCUMENTS MAY
NOT BE USED FOR
REGULATORY APPROVAL,
PERMITTING, OR
CONSTRUCTION
PURPOSES
BSD7 VAN WINKLE
STADIUM RENOVATIONS
20 % CONSTRUCTION DOCUMENTS
ACH
KEW
BSD7# 17-41-36
J:\2017\B17-083 Lambert and Van Winkle Fields\CADD\CIVIL VAN WINKLE\DWG\24X36 SHEETS\B17-083-VW C3.1.dwg, 1/15/2018 5:02:15 PM, ACH
31'-10"
10'-5"
297
CLEANOUT DETAIL
RISER LID DETAIL
ELEVATION VIEW
SECTION
C4.0
A
CIVIL SITE
DETAILS
C-4.0
Engineering
tdhengineering.com
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BOZEMAN SCHOOL
DISTRICT 7
404 West Main Street
Bozeman, MT 59715
TDH#: B17-083
NOTE: DOCUMENTS MAY
NOT BE USED FOR
REGULATORY APPROVAL,
PERMITTING, OR
CONSTRUCTION
PURPOSES
BSD7 VAN WINKLE
STADIUM RENOVATIONS
20 % CONSTRUCTION DOCUMENTS
ACH
KEW
BSD7# 17-41-36
SIDEWALK DETAIL 1
C4.0
CLEANOUT DETAIL 3
C4.0
RISER LID DETAIL 5
C4.0
CMP RETENTION STRUCTURE DETAIL 4
C4.0
NEW ASPHALT SECTION DETAIL 2
C4.0
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298
CIVIL SITE
DETAILS
C-4.1
Engineering
tdhengineering.com
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BOZEMAN SCHOOL
DISTRICT 7
404 West Main Street
Bozeman, MT 59715
TDH#: B17-083
NOTE: DOCUMENTS MAY
NOT BE USED FOR
REGULATORY APPROVAL,
PERMITTING, OR
CONSTRUCTION
PURPOSES
BSD7 VAN WINKLE
STADIUM RENOVATIONS
20 % CONSTRUCTION DOCUMENTS
ACH
KEW
BSD7# 17-41-36
INTEGRAL CONCRETE CURB AND GUTTER DETAIL 2
C4.1
DRYWELL DETAIL 1
C4.1
J:\2017\B17-083 Lambert and Van Winkle Fields\CADD\CIVIL VAN WINKLE\DWG\24X36 SHEETS\B17-083-VW C4.0.dwg, 1/15/2018 5:02:31 PM, ACH
299
1
AE2-01
3
AE2-01
4
AE2-01
AE1-02
1
AE1-03
1
1
2
4
6
8
9
11
13
14
15
6
AE2-01
8
AE2-01
AE1-03
3
A B
C D E F G H J K
22
21
20' - 0" 23' - 3" 16' - 0" 16' - 0" 20' - 0" 16' - 0" 21' - 6" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 21' - 6" 16' - 0" 20' - 0" 16' - 0" 16' - 0"
20' - 0"
17
3
12
10
16
5
7
18
19
20
35' - 2"
35' - 0" 27' - 6" 9' - 9" 80' - 9" 80' - 9" 9' - 6" 42' - 6"
356' - 9"
285' - 9"
FENCE
FENCE
A/E#00-00-00
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BSD7
STAMP
Bozeman School District
Consultant #:
1216 West Lincoln Street D,
CONCESSIONS
CONCESSION
STORAGE
CONCESSION
WOMEN'S TOILET STORAGE
MEN'S TOILET
JANITOR'S
CLOSET
FAMILY
TOILET
STORAGE CAGES STORAGE CAGES STORAGE CAGES
6 8 9 11 13 14 15
JANITOR'S
CLOSET
FAMILY
TOILET
WOMEN'S TOILET
JANITOR'S
CLOSET
MEN'S TOILET
JANITOR'S
CLOSET
JANITOR'S
CLOSET
JANITOR'S
CLOSET
CONCOURSE
CHAIN-LINK FENCING AND GATE
CLASS-5 CRUSHED AGGREGATE CLASS-5 CRUSHED AGGREGATE CLASS-5 CRUSHED AGGREGATE
CHAIN-LINK FENCING AND GATE CHAIN-LINK FENCING AND GATE
OVERHEAD ROLLING DOOR
STAINLESS STEEL COUNTERTOP
STAINLESS STEEL COUNTERTOP
STORAGE CABINETS ABOVE
UP UP
BLEACHER SEATING ABOVE
A
B
5 7 10 12 16 17 18 19 20
259' - 0"
16' - 0" 16' - 0" 20' - 0" 16' - 0" 21' - 6" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 21' - 6" 16' - 0" 20' - 0" 16' - 0" 16' - 0"
20' - 0"
LIGHT POLE LIGHT POLE
6 8 9 11 13 14 15
A
B
5 7 10 12 16 17 18 19 20
METAL ENTRY CANOPY STANDING SEAM METAL ROOF
6 8 9 11 13 14 15
HOME COACH RADIO
PUBLIC
ADDRESS
FILM VIDEO SCOREBOARD RADIO VISITING COACH
SOLID SURFACE COUNTER TOP
DN DN DN DN DN DN
DN DN
STOR CLOSET
ADA SEATS ADA SEATS - 18 TOTAL REQ'D ADA SEATS
DN DN
PROVIDE HANDRAILS AT EACH BLEACHER STAIR RUN AS REQ'D, TYP.
C D E F G H
K
J
22
21
ATHLETIC
EQUIPMENT
STORAGE
FIELD
MAINTENANCE
STORAGE
TRAINING ROOM /
FIRST AID
TEAM STORAGE
HIGH SCHOOL 1
CHANGING RM
HIGH SCHOOL 2
CHANGING RM
TRAINING ROOM /
FIRST AID
CHANGING ROOM
ENTRY
TEAM STORAGE
WOMEN'S TOILET
JANITOR'S
CLOSET
MENS' TOILET
CONCESSION
STORAGE
CONCESSIONS
SINGLE OCCUPANT
CHANGING ROOM
OVERHEAD ROLLING DOOR
STAINLESS STEEL COUNTERTOP
MILLWORK: BENCHES WITH HOOKS ABOVE MILLWORK: BENCHES WITH HOOKS ABOVE
WET AREA WET AREA
WHITEBOARD WHITEBOARD
CHANGING ROOM
ENTRY
ICE ICE
MILLWORK:
COUNTER WITH
STORAGE
BELOW,
CABINETS
ABOVE
MILLWORK:
COUNTER WITH
STORAGE
BELOW,
CABINETS
ABOVE
SCORE BOARD ABOVE
35' - 0" 27' - 6" 9' - 9" 80' - 9" 80' - 9" 9' - 6" 42' - 6"
35' - 2"
0' - 0"
285' - 9"
C D E F G H J K
22
21
STADIUM LEVEL 1
0' - 0"
STADIUM LEVEL 2 - PRESS BOX
24' - 1"
STADIUM SUPPORT ROOF
12' - 0"
STADIUM ROOF
38' - 1"
FIELD LEVEL
-3' - 0"
22 21 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
AE3-01
1
20 19 18
SCREEN
STADIUM LEVEL 1
0' - 0"
STADIUM LEVEL 2 - PRESS BOX
24' - 1"
STADIUM SUPPORT ROOF
12' - 0"
STADIUM ROOF
38' - 1"
FIELD LEVEL
-3' - 0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
C D E F G H J K
SCORE BOARD
STADIUM LEVEL 1
0' - 0"
STADIUM SUPPORT ROOF
12' - 0"
FIELD LEVEL
-3' - 0"
K J H G F E D C
B A
SCREEN
A/E#00-00-00
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BSD7
STAMP
Bozeman School District
Consultant #:
1216 West Lincoln Street D,
Bozeman, MT 59715
404 West Main Street
Bozeman, MT 59715
%100 % SCHEMATIC DESIGN
Author
Checker
BUILDING
ELEVATIONS
AE2-01
1/15/18
PPA#17-41-36
DRC Memo
Van Winkle Stadium
1216 W. Lincoln Street
Bozeman, Montana 59715
406-577-2345
jlusin@ne45arch.com
RE: Van Winkle Stadium
Application No: 18016
Application Type: Informal Review
Project Address:
To Whom it May Concern,
Respectfully,
Courtney Johnson, Senior Planner
CC: Bozeman School District #7; Attn: Todd Swinehart, Director of Facilities
PO Box 520,
Bozeman, MT 59771
406-522-6009
todd.swinehart@bsd7.org
NE45 Architecture
Attn: Jeff Lusin
Thursday, February 1, 2018
205 N. 11th Ave., Bozeman, MT 59715
Thank you for your application to review the proposed Van Winkle Stadium project. We hope that these notes and
suggestions assist you with the forthcoming formal site plan application. Please note that comments are preliminary and
based on information provided.
If you have any more questions, or if the Community Development Department can be of further assistance, please do not
hesitate to contact me at 406-582-2289 or cejohnson@bozeman.net.
Page 1 of 8
304
DRC Memo
Van Winkle Stadium
Thursday, February 1, 2018
MEMORANDUM
FROM:
DEVELOPMENT REVIEW COMMITTEE
RE: Van Winkle Stadium Current Application No: 18016
DATE:
Project Summary:
Full Site Address:
Legal Description:
1.0
2.0
Planning Division Courtney Johnson cjohnson@bozeman.net 406-582-2289
1.0
1.1
The site plan shall have an initial entitlement period of one year. The applicant may seek an extension of not
more than one additional year. Extensions may be sought under the provisions of Section 38.19.120.D.
Sec. 38.19.100.A.6. - Plan review criteria. Pedestrian and vehicular ingress, egress and circulation.
Pedestrian and vehicular ingress, egress and circulation, including:
205 N. 11th Ave., Bozeman, MT 59715
The new Bozeman School District multi-purpose stadium project is a ±3000-seat stadium north of the existing Van Winkle
Stadium. The areas included in the project are the relocated two softball fields and dugouts, relocated batting cage, a new
±17,000 sq. ft. team and fan facilities including bathrooms and concessions, turf field, corresponding pathways, fencing,
Ruth Thibeault Way parent drop off traffic development, demolition of existing south Van Winkle Stadium bleachers,
demolition of the existing stadium lights, and a new timing booth at the existing track.
SECTION 2 - RECOMMENDED CONDITIONS OF APPROVAL
Please note that these conditions are in addition to any required code provisions identified in this report. These conditions
are specific to the development.
Thursday, February 1, 2018
S12, T02 S, R05 E, ACRES 27.08, HIGH SCHOOL SITE TRACT IN NW4
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.
a. Design of the pedestrian and vehicular circulation systems to assure that pedestrians and vehicles can move
safely and easily both within the site and between properties and activities within the neighborhood area;
b. Non-automotive transportation and circulation systems design features to enhance convenience and safety
across parking lots and streets, including, but not limited to, paving patterns, grade differences, landscaping
and lighting;
c. Adequate connection and integration of the pedestrian and vehicular transportation systems to the systems
in adjacent developments and general community; and
d. Dedication of right-of-way or easements necessary for streets and similar transportation facilities;
A pedestrian pathway must be provided north of the parking lot (west of the stadium) to allow
pedestrian and emergency access from the stadium to the public way on 15th Street. Please see Fire
and Police Department comments.
Page 2 of 8
305
DRC Memo
Van Winkle Stadium
Thursday, February 1, 2018
1.2
1.3
1.4
2.0
3.0
4.0
5.0
6.0
Please provide fencing criteria; including height, materials, and gate locations in forthcoming formal
site plan.
Sec. 38.23.130. - Fences, walls and hedges.
A. Location and height. Except as provided in section 38.24.100, fences, walls and hedges, in any district may be
located on lot lines provided such fences, walls and hedges comply with the following height requirements:
Sec. 38.23.150. - Lighting.
A. Purpose. The purpose of this section is to:
38.25.040.A.5 Bicycle Parking Required. The number of bicycle parking spaces shall be at least ten percent of
automobile parking stall required. Applicant must show bicycle counts and areas on site plan for review prior
to site plan approval.
Adequate lighting must be provided for all pedestrian pathways. (Section 38.19.100.A.6. and
38.23.150.A.)
A. Advisory Comment: Please provide a wayfinding signage plan for the multiple parking lots, and directional
signage to the stadium.
An emergency vehicle access connection must be made between the parking lot (east of the stadium)
to the northeast parking lot, providing emergency access to 11th street. Please see Fire and Police
Department comments.
38.23.090 Fire Protection Requirements All developments shall be planned, designed, constructed and
maintained so as to minimize risk of fire and to permit the effective and efficient suppression of fires in order to
protect persons and property. Fire Marshall has requested a Fire Life Safety Plan to clearly indicate fire
hydrants, fire lane curb painting/striping and signage for review. Please see Fire Department Comments.
38.25.020.M Snow Removal Storage Areas. Snow removal shall be provided sufficient to store snow
accumulation on site. Such areas shall not cause unsafe ingress/egress to parking areas…” Applicant must show
snow storage areas on site plan for review prior to site plan approval.
1. Do not exceed six feet in height in any required rear or required side yard. Fences exceeding six feet in
height shall be subject to the minimum yard requirements of the district in which such fences are located.
Decorative post caps may exceed the height limit by no more than one additional foot. Fences in excess of six
feet in height require a building permit before installation may commence. Fences may not exceed eight feet in
height.
a. A gate may be provided which defines an entrance point. The gate may have a defining structure so long as
the defining structure is not more than one foot wide on either side of the gate. Gate structure heights may not
exceed twice the allowed fence height.
1. Provide lighting in outdoor public places where public health, safety and welfare are potential concerns;
2. Protect drivers, bicyclists and pedestrians from the glare of non-vehicular light sources that shine into their
eyes and thereby impair safe travel;
Page 3 of 8
306
DRC Memo
Van Winkle Stadium
Thursday, February 1, 2018
6.1
6.2
6.3
6.4
6.5
7.0
3. Protect neighbors and the night sky from nuisance glare and stray light from poorly aimed, placed, applied,
maintained or shielded light sources;
4. Protect and maintain the character of the city;
5. Prevent excessive lighting and conserve energy; and
6. Provide adequate lighting for safe pedestrian and bicycle travel
Sec. 38.23.150.D.6. Site lighting installation and maintenance.
Sec. 38.23.150.D.7.e. All outdoor lighting shall be designed and located such that the maximum illumination
measured in footcandles at the property line shall not exceed 0.3 onto adjacent residential properties and 1.0
onto adjacent commercial properties and public rights-of-way. Applicant must provide a photometric plan
with forthcoming formal site plan application.
Sec. 38.23.150.D.7.h. Lights that flash, move, revolve, rotate, scintillate, blink, flicker, vary in intensity or
color, or use intermittent electrical pulsation are prohibited. Applicant must provide any stadium lighting,
scoreboard or signage lighting specification and details with formal site plan application.
Sec. 38.23.150.E. Sports and athletic field lighting. Lighting for sports and athletic fields may need to exceed
illumination standards for general recreational needs in order to meet higher standards required for play. The city
commission may approve relaxations of these lighting standards provided that the following minimum standards
are met:
1. Fixtures shall be at least 70 feet in mounted height measured from grade.
2. If floodlights are used, they shall not be aimed above 62 degrees and should use internal louvers and
external shields to help minimize light pollution.
3. Fixtures shall be designed and aimed so that their beams fall within the primary playing area and the
immediate surroundings, so that off-site direct illumination is significantly restricted (spillover levels at the
property line shall not exceed 0.3 footcandle).
4. Lighting shall be extinguished no later than one hour after the event ends.
Applicant must provide stadium lighting photometric plan, lighting specifications and details with
formal site plan application.
Sec. 38.23.150.D.2. Building entrances. Illuminance for building entrances (including commercial, industrial,
institutional and municipal) shall average 5.0 maintained footcandles. Applicant must provide a photometric
plan with forthcoming formal site plan application.
Sec. 38.23.150.D. Site lighting.
Applicant must provide adequate outdoor lighting at all plazas, pedestrian pathways and entrances.
b. Poles supporting lighting fixtures for the illumination of parking areas and located directly behind parking
spaces shall be placed a minimum of five feet outside the paved area or on concrete pedestals at least 30
inches high above the pavement, or suitably protected by other approved means. Applicant must provide
details lighting pole structures with the forthcoming formal site plan application.
Sec. 38.23.170. - Trash and garbage enclosures. Applicant Must shown trash enclosures on site plan and
enclosure details prior to site plan approval.
Page 4 of 8
307
DRC Memo
Van Winkle Stadium
Thursday, February 1, 2018
8.0
9.0
C. Conditions required for joint use. 1. The building or use for which application is being made to utilize the off-
street parking facilities provided by another building or use shall be located within 1,000 feet of such parking
facilities as measured by the route of travel from the nearest parking space to the commonly used entrance of the
principal use served. Applicant must shown path of travel dimensions to substantiate 1,000 foot distance
criteria. (Please also reference Sec. 38.25.060.A.5)
Sec. 38.25.010.L. Pedestrian facilities in parking lots. Where sidewalk curbs serve as wheel stops, an additional
two feet of sidewalk width is required. Applicant must provide at a minimum an additional two feet of sidewalk
(at sidewalk located between parking lot and west elevation of stadium) to accommodate adequate egress
width, parking overhang and building perimeter protection. Please see Police and Fire Department
comments.
Sec. 38.25.050. - Joint use of parking facilities.
B. Shared parking may be requested if parking can be provided to serve two or more individual land uses without
conflict or encroachment. The review authority may make a determination for shared parking arrangements based
on a traffic survey or traffic impact study for the site based on the following:
1. At a minimum, a traffic survey or traffic impact study must examine for all potential uses: trip generation, hours of
operation, quantity of required parking spaces, quantity of spaces that will be filled during peak hour periods, and
any unusual events that may occur during the year that will exceed the average parking requirement. The study
must indicate that adequate parking exists to meet the demand of potential uses served as well as meet technical
requirements as specified by the review authority. Applicant must provide a traffic survey or impact study for
the determination by review authority prior to site plan approval.
Page 5 of 8
308
DRC Memo
Van Winkle Stadium
Thursday, February 1, 2018
Engineering Division Shawn Kohtz, P.E. skohtz@bozeman.net 406-582-2288
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
All easements must be obtained for the roundabout at W. Beall Street and N. 15th Avenue prior to site plan
approval.
Trenching in N. 15th Avenue (proposed water and sanitary sewer service connections) will require flowable fill the
full depth of the trench within the street section.
The application materials state, “We have not included capacity calculations for water and sewer usage as it is
anticipated that flow rates will not increase. Existing bathroom and locker facilities are currently onsite for the
school and fields now and will just be redistributed as part of this project.” City records indicate the existing
facilities are connected to the City’s sanitary sewer main in N. 11th Avenue. If the proposed project is
connected to the sanitary sewer main in N. 15th Avenue, as shown in the application drawings, there is a
downstream sewer main that is at capacity and would require an upgrade prior to adding the proposed
flows to the system. The City’s sanitary sewer main in N. 11th Avenue bypasses the sanitary sewer
constriction. Either the applicant must connect the sanitary sewer service from the new facility to the
sewer main in N. 11th Avenue, or the applicant must upgrade downstream sanitary sewer main to
accommodate the proposed connection point in N. 15th Avenue.
The applicant must submit a traffic impact study with the site plan application to determine impacts and any
required upgrades to the transportation system to accommodate the proposed project.
The proposed improvements impact existing irrigation facilities. The applicant must obtain approval from the
downstream irrigation water users for any changes to the existing irrigation water delivery system prior to site plan
approval. The existing irrigation facilities also convey a substantial amount of stormwater, and that stormwater
conveyance capacity must be maintained.
The applicant is advised that a grease interceptor, conforming to the latest adopted edition of the Uniform
Plumbing Code must be installed with any development responsible for food preparation. The concession stands
for the stadium will require a grease interceptor.
Bozeman Municipal Code (BMC) Section 38.24.010.A.8 states: to facilitate traffic movement, the provision of
emergency services and the placement of utility easements, all developments shall be provided with a second
means of access. The applicant must provide a vehicular connection between the proposed new parking lot and
the existing parking lot on N. 11th Avenue to provide an emergency, secondary means of egress. The secondary
egress may be gated. The secondary egress may be reinforcement and widening of the existing path to
accommodate emergency vehicles.
The applicant must contact the City Engineering Division (Brian Heaston) for an analysis of CIL of water rights and
pay any CIL of water rights due prior to site plan approval.
The applicant is advised that the proposed project falls within the Bozeman Solvent Site boundary. The property is
underlain by an aquifer contaminated with perchloroethylene (PCE). No irrigation wells may be installed on this
property. Additionally, given the proximity of the project to the original contamination site, institutional controls
must be met for excavation. The applicant may request a copy of those institutional controls from the City. The
applicant is also advised to contact Montana DEQ regarding any trench or excavation dewatering requirements.
Page 6 of 8
309
DRC Memo
Van Winkle Stadium
Thursday, February 1, 2018
10.0
Other Department Contacts and Comments (if provided)
Building Division Bob Risk brisk@bozeman.net 406-582-2377
1.0
2.0
Parks and Recreation Carolyn Poissant cpoissant@bozeman.net 406-582-2908
Sustainability Division Natalie Meyer nmeyer@bozeman.net 406-582-2317
Solid Waste Division Kevin Handelin khandelin@bozeman.net 406-582-3238
1.0
Water Conservation Jessica Ahlstrom jahlstrom@bozeman.net 406-582-2265
Stormwater Division Kyle Mehrens jkmehrens@bozeman.net 406-582-2270
Fire Department Scott Mueller smueller@bozeman.net 406-582-2382
1.0
2.0
3.0
4.0
Fire Apparatus Access Road Gates (IFC Reference)
Gates securing fire apparatus access roads shall comly with all International Fire Code criteria. Applicant must
provide a fire life safety plan identifying all emergency vehicle access, pathways, and gate locations.
Fire Apparatus Turn Radius. The internal Ruth Thibeault U-Drive turn radius does not meet fire code standards.
Applicant must provide adequate turn radius prior to site plan approval.
Fire Apparatus Parking Lot Access. The access into the parking lot east of the stadium does not meet fire code
standards. Applicant must provide adequate access into this parking lot prior to site plan approval.
Direct emergency vehicle access is required from the stadium to public right of way from both north 11th and 15th
street for emergency response. Applicant must provide a fire life safety plan identifying all emergency
vehicle access, pathways, curb cuts and gate locations.
Sec. 38.23.170. - Trash and garbage enclosures. Applicant Must shown trash enclosures on site plan and
include enclosure details prior to site plan approval.
If not already filed, the applicant must provide and file with the County Clerk and Recorder's office executed
Waivers of Right to Protest Creation of Special Improvement Districts (SID’s) for the following:
a. Street improvements to N. 15th Avenue including paving, curb/gutter, sidewalk, and storm drainage
b. Street improvements to Durston Road including paving, curb/gutter, sidewalk, and storm drainage
c. Street improvements to W. Main Street including paving, curb/gutter, sidewalk, and storm drainage
d. Intersection improvements to W. Beall Street and N. 15th Avenue
e. Intersection improvements to N. 15th Avenue and W. Main Street
f. Intersection improvements to N. 15th Avenue and Durston Road
The document filed must specify that in the event an SID is not utilized for the completion of these improvements,
the developer agrees to participate in an alternate financing method for the completion of said improvements on a
fair share, proportionate basis as determined by square footage of property, taxable valuation of the property,
traffic contribution from the development, or a combination thereof. The applicant must provide a copy of the filed
SID waiver prior to site plan approval.
Fire Sprinkler and alarms required.
ADA parking and equal facilitation does not met standards. Applicant must review and revise ADA requirements in
all parking lots.
Page 7 of 8
310
DRC Memo
Van Winkle Stadium
Thursday, February 1, 2018
5.0
Police Department Andy Knight aknight@bozeman.net 406-582-2023
1.0
2.0
3.0
4.0
NW Energy Cammie Dooley cammy.dooley@northwestern.com 406-582-4680
1.0
2.0
3.0
General Comments:
The existing single phase line that is located west of the proposed stadium will need to be relocated. It is planned
to be installed under the entry sidewalk and will also be in the over dig for the stadium. It currently serves the
homes that are located northwest of the proposed stadium.
The round-a-bout at Beall and 15th Street will likely need to have a 6” steel gas main relocated. There is also a
pole and light on the SW corner of that may need to be relocated depending on the grading for the round-a-bout.
The overhead lines and the steel gas main will also need to be evaluated along the access drive.
Direct emergency vehicle access is required from the stadium to public right of way from both north 11th and 15th
street for emergency response. Applicant must provide a fire life safety plan identifying all emergency
vehicle access, pathways, curb cuts and gate locations.
Police parking reserved parking shall be maintained or expaned with use of special signage. To be utilized during
normal school hours and special events.
Pedestrian plazas should have perimeter protection through the use of landscape features, such as bollards, to
protect pedestrians from the vehicular traffic. Please contact the Police Department for further discussion.
Storefront areas of the building facing the western parking lot should have perimeter protection through the use of
landscape features, such as bollards. Please contact the Police Department for further discussion.
Please fill out an application with NorthWestern Energy to get a cost estimate for the re-route work as well as for
the new service to the stadium. The new service will need to meet all NWE requirements.
Future Impact Fees - Please note that future building permit applications will require payment of the required transportation,
water, sewer and fire impact fees according to the City of Bozeman adopted impact fee schedule in place at the time of
building permit issuance. If you desire an estimate of the required impact fees according to current rates please contact the
Department of Community Development and/or visit www.bozeman.net
Note: During preparation of the staff report for future applications, additional conditions of approval may be
recommended based on comments and recommendations provided by other applicable review agencies involved
with the review of the project.
38.23.090 Fire Protection Requirements All developments shall be planned, designed, constructed and
maintained so as to minimize risk of fire and to permit the effective and efficient suppression of fires in order to
protect persons and property. Applicant must provide Fire Life Safety Plan to clearly indicate fire hydrants,
fire lane curb painting/striping and signage for review prior to site plan approval.
Page 8 of 8
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BOZEMAN HIGH SCHOOL
MULTI-PURPOSE
STADIUM
1/16" = 1'-0"
1 STADIUM WEST OVERALL ELEVATION
1/16" = 1'-0"
6 STADIUM EAST OVERALL ELEVATION
1/16" = 1'-0"
3 TEAM BUILDING SOUTH OVERALL ELEVATION
1/16" = 1'-0"
4 TEAM BUILDING NORTH OVERALL ELEVATION
1/16" = 1'-0"
8 STADIUM NORTH ELEVATION
2
25 Franklin Street, Suite 1100
Boston, MA 02110
t 617.478.0300
f 617.478.0321
www.perkinswill.com
303
SCORE BOARD ABOVE STANDING SEAM METAL ROOF
1 2 4
A
B
3
TICKETING
OFFICE
OFFICE
OFFICIALS'
CHANGING ROOM
WET
AREA
WET
AREA
OUTDOOR SPACE
FOR PORTABLE
FOOD STANDS
MILLWORK:
BENCHES WITH
HOOKS ABOVE
20' - 0"
28' - 0" 26' - 6" 20' - 0"
74' - 6"
1 2 4
A
B
3
STANDING SEAM METAL ROOF
A/E#00-00-00
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BSD7
STAMP
Bozeman School District
Consultant #:
1216 West Lincoln Street D,
Bozeman, MT 59715
404 West Main Street
Bozeman, MT 59715
%100 % SCHEMATIC DESIGN
Author
Checker
SUPPORT
BUILDINGS
PLANS
AE1-03
1/15/18
PPA#17-41-36
BOZEMAN HIGH SCHOOL
MULTI-PURPOSE
STADIUM
1" = 10'-0"
1 TEAM BUILDING LEVEL 01 PLAN
1" = 10'-0"
2 TEAM BUILDING ROOF PLAN
1" = 10'-0"
3 SUPPORT BUILDING LEVEL 01 PLAN
1" = 10'-0"
4 SUPPORT BUILDING ROOF PLAN
2
25 Franklin Street, Suite 1100
Boston, MA 02110
t 617.478.0300
f 617.478.0321
www.perkinswill.com
302
5 7 10 12 16 17 18 19 20
A/E#00-00-00
REV. DESCRIPTION DATE
REVIEWED BY:
DRAWN BY:
SHEET
DATE
SHEET TITLE
BSD7
STAMP
Bozeman School District
Consultant #:
1216 West Lincoln Street D,
Bozeman, MT 59715
404 West Main Street
Bozeman, MT 59715
%100 % SCHEMATIC DESIGN
Author
Checker
STADIUM PLANS
AE1-02
1/15/18
PPA#17-41-36
BOZEMAN HIGH SCHOOL
MULTI-PURPOSE
STADIUM
1" = 10'-0"
1 STADIUM - SUPPORT BUILDING LEVEL 01
1" = 10'-0"
2 STADIUM - SUPPORT BUILDING ROOF PLAN
1" = 10'-0"
3 STADIUM - PRESS BOX PLAN
2
25 Franklin Street, Suite 1100
Boston, MA 02110
t 617.478.0300
f 617.478.0321
www.perkinswill.com
301
Bozeman, MT 59715
404 West Main Street
Bozeman, MT 59715
%100 % SCHEMATIC DESIGN
Author
Checker
OVERALL FLOOR
PLAN
AE1-01
1/15/18
PPA#17-41-36
BOZEMAN HIGH SCHOOL
MULTI-PURPOSE
STADIUM
1" = 30'-0"
1 STADIUM PLAZA LEVEL OVERALL PLAN
2
25 Franklin Street, Suite 1100
Boston, MA 02110
t 617.478.0300
f 617.478.0321
www.perkinswill.com
10'-0"
34'-1"
300