HomeMy WebLinkAboutSouth Towne Square Serendipity Medical Clinic Conditional Use Permit, 280 West Kagy Boulevard, Application Z-130
Commission Memorandum
REPORT TO: Honorable Mayor and City Commission
FROM: Brian Krueger, Associate Planner
Steve Worthington, Interim Planning Director
SUBJECT: South Towne Square Serendipity Medical Clinic Conditional Use Permit Application #Z-13002
MEETING DATE: February 25, 2013
AGENDA ITEM TYPE: Action-Quasi Judicial
RECOMMENDATION: That the City Commission approves the Conditional Use Permit
Application for the Serendipity Medical Clinic #Z-13002 with the conditions and code provisions and findings within the staff report.
RECOMMENDED MOTION: “Having reviewed the application materials, considered public comment, and considered all of the information presented, I hereby adopt the
findings presented in the staff report for application #Z-13002 and move to approve the
conditional use permit with conditions and subject to all applicable code provisions”
BACKGROUND: Property owner 3S Properties, LLC; applicant Sarah Hill; and representative Redleaf Consulting, PLLC have submitted a conditional use permit application
requesting to allow an optometrist office and accessory retail sales on the ground floor of the
building at 280 West Kagy Boulevard in the South Towne Square development. A conditional
use permit is required for a medical clinic on the ground floor of a building in the B-1, Neighborhood Business zoning district. Other uses in the building include a restaurant; dry cleaners pick up and drop off service; and a medical clinic on the second floor of the building.
No exterior alterations are proposed to the building or to the site. Two public comments have
been submitted to date in support of the application.
UNRESOLVED ISSUES: None at this time.
ALTERNATIVES: 1. Approve the application with the Staff conditions; 2. Approve the application with modifications to the Staff conditions;
3. Deny the application based on a finding of non-compliance with
applicable criteria;
4. Open and continue the public hearing on the application, with specific direction to Staff or the applicant to supply additional information.
FISCAL EFFECTS: No significant fiscal effect has been identified.
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Attachments: Staff Report, Applicant’s submittal materials
The full application and file of record can be viewed at the Planning Department at 20 E. Olive Street.
Report compiled on: February 14, 2013
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City Commission Staff Report for South Towne Square Serendipity Medical Clinic CUP File #Z-13002
Item: A Conditional Use Permit Application to allow Serendipity Medical Clinic to operate on the ground floor within South Towne Square and the B-1, Neighborhood Business District at 280 West Kagy Boulevard Suite B,
Owner: 3S Properties, LLC
3138 Madrona Lane
Bozeman, MT 59715
Applicant: Sarah Hill 1028 Hunters Way
Bozeman, MT 59718
Representative: Readleaf Consulting, PLLC
PO Box 161085 Big Sky, MT 59716
Date: City Commission Meeting February 25, 2013 at 6:00 p.m., in the City Commission Meeting
Room, Bozeman City Hall, 121 North Rouse Avenue, Bozeman, Montana.
Report By: Brian Krueger, Associate Planner
Recommendation: Conditional Approval ______________________________________________________________________________
Project Location
The property is located at 280 W. Kagy, Suite B and legally described as Lot 3A, Amended Plat of the
rearrangement of Thompson’s Addition, City of Bozeman, Gallatin County, Montana. The zoning
designation for said property is B-1 (Neighborhood Business District).Please see the following vicinity map.
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Proposal
This application is to allow an optometrist office and accessory retail sales on the ground floor of the
building at 280 West Kagy Boulevard. A conditional use permit is required for a medical clinic on the
ground floor of a building in the B-1 zoning district. Other uses in the building include a restaurant; dry cleaners pick up and drop off service; and a medical clinic on the second floor of the building.
The South Towne Square site development was approved by the City Commission in 2007. The
entitlement includes five buildings, 103 parking spaces, common spaces, and site improvements. To
date three buildings have been constructed along W. Kagy Boulevard (Buildings 1-3) and one
foundation has been constructed along South 3rd. Avenue (Building 4). Building 5 located to the interior of the lot has not been constructed. The developer and owner’s association of the South Towne Square received planning approval in the summer of 2012 to eliminate building pad 5 and reconfigure the
parking and circulation area to accommodate approximately forty more parking spaces on site. The
construction of this project is anticipated in spring of 2013. South Towne Square has an approved
offsite parking agreement with Pilgrim Church on South 3rd Avenue in the amount of forty offsite spaces. The existing South Towne Square is conforming to the zoning ordinance in regards to site improvements and parking.
On January 30, 2013 the Development Review Committee recommended conditional approval of this
Conditional Use Permit application and their recommended conditions, code citations and comments are
included in this report.
Recommended Conditions of Approval
Based on the subsequent analysis, the Development Review Committee and Staff find that the
application, with conditions and code provisions, is in general compliance with the adopted Growth
Policy and the City of Bozeman Unified Development Code. The following conditions of approval are
recommended. Please note that these conditions are in addition to the required code provisions beginning on page 5 of this report.
Planning Department Recommended Conditions: 1. The long term, offsite parking lease agreement shall be maintained until such time that the additional
parking improvements are made to the South Towne Square site as approved in zoning application #Z-
07051D. 2. Any expansion of this use or facility is not permitted unless reviewed and approved as required under the applicable regulations of the Bozeman Municipal Code.
Conclusion/Recommendation
The Development Review Committee and Staff have reviewed the South Towne Square Serendipity
Medical Clinic Conditional Use Permit and recommends to the City Commission approval of said application with the conditions and code provisions outlined in this staff report. Staff has identified various code provisions that are currently not met by this application. Some or all of these items are
listed in the findings of this staff report. The applicant must comply with all provisions of the Bozeman
Unified Development Code, which are applicable to this project, prior to receiving Final Plan approval.
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.
Zoning Designation & Land Uses
The property is zoned B-1 (Neighborhood Business District). The intent of the B-1 district is to provide
for smaller scale retail and service activities frequently required by neighborhood residents on a day to day basis, as well as residential development as a secondary purpose, while still maintaining compatibility with adjacent residential land uses. Development scale and pedestrian orientation are
important elements of this district.
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The following land uses and zoning are adjacent to the subject property (the overall South Towne
Square property):
North: Commercial use, zoned “B-1” (Neighborhood Business District)
South: Residential use, zoned “R-1” (Residential Single Household Low Density District) East: Residential use, zoned “R-1”
West: Vacant, unannexed County land
Adopted Growth Policy Designation
The Future Land Use Map of the recently updated Bozeman Community Plan designates the subject
property to develop as “Community Commercial Mixed Use”. (Note: Previously this site was designated as “Neighborhood Commercial”). Activities within the Community Commercial Mixed Use
category are the basic employment and services necessary for a vibrant community. Establishments
located within these categories draw from the community as a whole for their employee and customer
base and are sized accordingly. A broad range of functions including retail, education, professional and
personal services, offices, residences, and general service activities typify this designation…The Community Commercial Mixed Use category is distributed at two different scales to serve different
purposes. Large Community Commercial Mixed Use areas are significant in size and are activity centers
for an area of several square miles surrounding them. These are intended to service the larger
community as well as adjacent neighborhoods and are typically distributed on a one mile radius. Smaller
Community Commercial areas are usually in the 10- 15 acre size range and are intended to provide primarily local service to an area of approximately one-half mile radius. These commercial centers
support and help give identity to individual neighborhoods by providing a visible and distinctive focal
point. They should typically be located on one or two quadrants of intersections of arterials and/or
collectors. Although a broad range of uses may be appropriate in both types of locations the size and
scale is to be smaller within the local service placements. Mixed use areas should be developed in an integrated, pedestrian friendly manner and should not be overly dominated by any single land use.
Higher intensity employment and residential uses are encouraged in the core of the area or adjacent to
significant streets and intersections. As needed, building height transitions should be provided to be
compatible with adjacent development.
Review Criteria & Staff findings
Section 38.19.110.E “Review Authority Consideration and Findings for Conditional Use Permits”
In addition to the review criteria below, the City Commission shall, in approving a conditional use
permit, find favorably as follows:
1. That the site for the proposed use is adequate in size and topography to accommodate such use,
and all yards, spaces, walls and fences, parking, loading and landscaping are adequate to properly relate such use with the land and uses in the vicinity.
South Towne Square is an existing successful neighborhood business node. The site is functioning
without significant complaints and staff has not identified any public health and safety issues related to
the addition of a small medical clinic on the ground floor of one of the buildings on site. With the
previous addition of formal off-site parking and the anticipated parking lot reconfiguration in the spring of 2013 the project will continue to be in compliance with the parking requirements for this proposal and
the existing and future building 4 uses. The site is in general conformance with the site plan approved in
2007 by the City Commission and is anticipated to be reconfigured to provide more onsite parking and
functionality per the approved modification application #Z-07051D. Conditions are proposed for the
application that will keep the development conforming to parking requirements. The three existing Conditional Use Permits for on premise alcohol consumption and one for outdoor seating are in
conformance with their conditions of approval and staff is not aware of any complaints that have been
received by the City in relation to alcohol consumption or outdoor seating at South Towne Square.
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2. That the proposed use will have no material adverse effect upon the abutting property. Persons objecting to the recommendations of review bodies carry the burden of proof.
The proposed medical clinic is small scale with two exam rooms and two physicians working at the
office. The total office space is proposed at approximately 1,500 square feet with approximately 485 square feet of that area dedicated to retail sales. The retail portion of the clinic is located adjacent to the
primary pedestrian ways and parking area and will not impact the retail and service environment at
South Towne Square. This optometrist’s office provides a specialty in pediatric services and includes
general service to the community. This use will be complimentary to Acorn Pediatrics medical office
located on the second floor of the subject building and will likely be utilized by patrons making other trips to businesses within South Towne Square. This is consistent for the vision of a neighborhood
business district with diverse, but compatible and complimentary uses.
Staff has received two public comments as of the writing of this report. The two comments are
supportive of the proposed medical office and one letter specifically addresses the compatibility of the
proposed optometrist office with Acorn Pediatrics on the second floor of the building. Any public comment received after the completion of the Commission packets will be distributed to the
Commission members at the public hearing.
Following review of the proposed application with the inclusion of the recommended conditions, staff
finds that the proposed use will have no material adverse effect upon abutting properties unless evidence
presented at the public hearing proves otherwise.
3. That any additional conditions stated in the approval are deemed necessary to protect the public health, safety and general welfare. Such conditions may include, but are not limited to: regulation of use; special yards, spaces and buffers; special fences, solid fences and walls;
surfacing of parking areas; requiring street, service road or alley dedications and improvements
or appropriate bonds; regulation of points of vehicular ingress and egress; regulation of signs; requiring maintenance of the grounds; regulation of noise, vibrations and odors; regulation of hours for certain activities; time period within which the proposed use shall be developed; duration of use; requiring the dedication of access rights; other such conditions as will make
possible the development of the City in an orderly and efficient manner.
Staff has identified, through the review process, recommended project conditions that are included to protect the public health, safety, and general welfare. Please see the recommended conditions of
approval and findings within this report.
Section 38.19.100A “Plan Review Criteria”
In considering applications for site plan approval under this title, the Planning Director, City
Commission, Development Review Committee, and when appropriate, the Administrative Design Review Staff, the Design Review Board or Wetland Review Board shall consider the following:
1. Conformance to and consistency with the City’s adopted growth policy
The development proposal is in conformance with the Bozeman Community Plan including the
Community Commercial Mixed Use land use designation. The medical office will add vitality to this
existing development that is a focal point on the south side of Bozeman. Based upon the review of this specific site and context, the proposed use and building are in conformance with the Community
Commercial Mixed Use land use classification.
2. Conformance to this title, 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 or state law. The following code provisions must be
addressed prior to Final Site Plan approval:
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a. In Accordance with the BMC Section 13.12.322 the Water/Sewer Superintendent is requiring an
inspection of your water service to determine whether the water service has backflow protection and if
such protection is installed that the device is appropriate for the level of use for the facility. If the service
has been found without backflow protection the applicant will have a preventer and expansion tank installed. If the existing device does not provide adequate protection, the applicant will be required to
replace the preventer with a preventer that is designed to provide adequate protection. Please call the
Water Department’s Backflow specialist @ 582‐3200 to arrange an inspection of the water service.
b. Section 38.19.110.F BMC states that the right to a conditional use permit shall be contingent upon the fulfillment of all general and special conditions imposed by the Conditional Use Permit procedure. All special conditions and code provisions shall constitute restrictions running with the land, shall be
binding upon the owner of the land, his successors or assigns, shall be consented to in writing by the
applicant prior to commencement of the use and shall be recorded as such with the Gallatin County
Clerk and Recorder’s Office by the property owner prior to the final site plan approval or commencement of the use. All of the conditions and code provisions specifically stated under any conditional use listed in this title shall apply and be adhered to by the owner of the land, successor or
assigns.
c. Section 38.19.110.I. BMC Termination/ Revocation of Conditional Use Permit approval:
1. Conditional use permits are approved based on an analysis of current local circumstances and regulatory requirements. Over time these things may change and the use may no longer be appropriate to a location. A conditional use permit will be considered as terminated and of no further
effect if:
a. After having been commenced, the approved use is not actively conducted on the site for a
period of two continuous calendar years; b. Final zoning approval to reuse the property for another principal or conditional use is granted;
c. The use or development of the site is not begun within the time limits of the final site plan
approval in Section 38.19.130, BMC.
2. A conditional use which has terminated may be reestablished on a site by either, the review and approval of a new conditional use permit application, or a determination by the Planning Director that the local circumstances and regulatory requirements are essentially the same as at the time of the
original approval. A denial of renewal by the Planning Director may not be appealed. If the Planning
Director determines that the conditional use permit may be renewed on a site then any conditions of
approval of the original conditional use permit are also renewed. 3. If activity begins for which a conditional use permit has been given final approval, all activities must comply with any conditions of approval or code requirements. Should there be a failure to
maintain compliance the City may revoke the approval through the procedures outlined in Section
38.34.160, BMC.
d. Section 38.19.120A states that no later than six months after the date of approval of a preliminary plan, the applicant shall submit to the planning department a final plan with accompanying application form and review fee. The final plan application should include a narrative describing how the
conditions of approval and code provisions have been met.
e. Section 38.19.160 states that a Building Permit must be obtained prior to the work, and must be
obtained within one year of Final Plan approval.
3. Conformance with all other applicable laws, ordinances, and regulations
The Final Plan will be reviewed to ensure compliance with this section. The plans will be further
evaluated against the requirements of the International Building Code at the time application is made for
a Building Permit if required.
4. Relationship of site plan elements to conditions both on and off the property
Existing- The subject property is developed with three of the five mixed use commercial buildings
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entitled for the site. The buildings constructed to date are located along the West Kagy Boulevard street
frontage. Site access and parking exists for the entire development as well as pedestrian sidewalks on
the interior and exterior of the site. The primary entrances to the site are from South 3rd Avenue and W.
Kagy Boulevard. No on street parking exists along the project public street frontages. A Streamline transit stop is located within the development along W. Kagy Boulevard. A residential neighborhood zoned R-1, Residential Single Household Low Density, is located to the south and east of the project
site. The Figgins Creek watercourse, riparian, and trail corridor are located between the residential
neighborhood and the development on the project site. The developer and owner’s association of the
South Towne Square received planning approval in the summer of 2012 to eliminate building pad 5 and reconfigure the parking and circulation area to accommodate approximately forty more parking spaces on site. The construction of this project is anticipated in spring of 2013. South Towne Square has an
approved offsite parking agreement with Pilgrim Church on South 3rd Avenue in the amount of forty
offsite spaces. The existing South Towne Square is conforming to the zoning ordinance in regards to
site improvements and parking.
Proposed- The proposal includes the addition of one small scale medical office use on the ground floor
of the building at 280 West Kagy Boulevard. No changes to the building or the site are proposed.
5. The impact of the proposal on the existing and anticipated traffic and parking conditions
No additional parking is required as part of this application. Parking for this medical office has been
reviewed and is consistent with the parking requirements and the existing parking available for South Towne Square. The traffic generation is within the scope and limits of that analyzed with the original
site development and no additional traffic mitigation was identified.
6. Pedestrian and vehicular ingress and egress
Vehicular access to the site will not be modified. Pedestrian ingress and egress is proposed to remain
unchanged. The site is considered a conforming site plan under the original building approval.
7. Landscaping, including the enhancement of buildings, the appearance of vehicular use, open space, and pedestrian areas, and the preservation or replacement of natural vegetation
No modifications to the existing landscaping or streetscape are required or proposed as part of this
application.
8. Open space
No change to the approved open space is proposed.
9. Building location and height
No physical alterations are proposed to the exterior of the building. The location and building height
will remain unchanged.
10. Setbacks
The site plan to construct the building at 280 West Kagy Boulevard was reviewed for compliance with
setbacks, no changes are proposed.
11. Lighting
No changes to lighting are proposed as part of this application.
12. Provisions for utilities, including efficient public services and facilities
No changes to the sewer and water connections or private utilities are proposed.
13. Site surface drainage
No changes to the site surface drainage are proposed.
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14. Loading and unloading areas
No alterations are proposed that would impact loading and unloading areas.
15. Grading
No new grading is anticipated on site.
16. Signage
No signage is requested as part of this application. A sign permit will be required for any new signage.
17. Screening
No screening is requested or required with this application.
18. Overlay district provisions
Not applicable. This site is not located within an Overlay District.
19. Other related matters, including relevant comment from affected parties
Staff has received two public comments as of the writing of this report. The two comments are
supportive of the proposed medical office and one letter specifically addresses the compatibility of the
proposed optometrist office with Acorn Pediatrics on the second floor of the building. Any public comment received after the completion of the Commission packets will be distributed to the
Commission members at the public hearing.
20. If the development includes multiple lots that are interdependent for circulation or other
means of addressing requirement of this title, whether the lots are either:
Configured so that the sale of individual lots will not alter the approved configuration or use of the property or cause the development to become nonconforming
or; The subject of reciprocal and perpetual easements or other agreements to which the City is a party so that the sale of individual lots will not cause one or more elements of the development to
become nonconforming.
Not applicable, the proposed development is on one lot and part of a conforming unified development.
21. Compliance with article 8 of chapter 10 of this Code
This project is not subject to workforce housing requirements.
22. Phasing of development
This project is proposed to be completed in one phase.
Attachments: Applicant’s Submittal Materials
Public Comment
Report Sent to:
Owner: 3S Properties, LLC
3138 Madrona Lane Bozeman, MT 59715
Applicant: Sarah Hill
1028 Hunters Way
Bozeman, MT 59718
Representative: Readleaf Consulting, PLLC PO Box 161085
Big Sky, MT 59716
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Conditional Use Permit
For
S.E.E.
Serendipity Eyecare + Eyewear
Dr. Sarah Hill
Dr. Sarah Kirkpatrick
EXECUTIVE SUMMARY:
This report presents the Conditional Use Permit (CUP) application for 280 W. Kagy,
Condo B, South Towne Square, Bozeman, MT 59715.
The request of this CUP is to permit the use of the first floor for a retail and medical
optometry practice. We will have retail space but are seeking a conditional use permit
to have the medical component of our practice on the first floor in order to drive the
retail business. Splitting these two entities would not be beneficial for either aspect of
the business.
The Conditional Use Permit requests under review are:
1. Medical office on the first floor.
2. Parking.
The following documentation is submitted in order to obtain permitting for Serendipity
Eyecare + Eyewear.
Table of Contents:
Business Plan Narrative
Justification for Medical Space on Lower Level
Attachments:
Parking Matrix Considerations
Offsite Parking Lease - Church
List of Property Owners within 200' of site
Existing Floor Plan Layout, Condo B - Sheet: A2.01
Proposed Floor Plan Layout - Sheet: EX1
Site Plan Layout and Landscape Plan - Sheet: L1.0
New Parking Layout for STS - Sheet: C3.0
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Business Plan Narrative:
x Serendipity Eyecare + Eyewear (S.E.E.) will be in the business of optometric eye care and
optical services. We will be dedicated to the care of our patients with the diagnosis,
treatment and management of refractive conditions, ocular health disorders, binocular
vision problems, and pediatric care. We will fulfill our patients' needs with comprehensive
eye health examinations, glasses, contact lenses, visual rehabilitation, ortho-keratology,
LASIK co-management, cataract co-management, sun protection and safety eyewear.
x S.E.E. will have retail space designated as the optical and dispensary. This area will
contain frames, lenses, contact lenses and contact lens care products.
x S.E.E. will be located at 280 W. Kagy, Unit B, South Towne Square in Bozeman, MT
among dominant anchors such as Acorn Pediatrics, Gallatin Valley Laundry, Labellum
Flower Shop, Moberry, Sola Café, and Seven Sushi.
x Bozeman was chosen for start-up of this practice because both doctors have made a
commitment to be long term residents of the Bozeman community.
x S.E.E. will be formed as an S-Corp owned and operated by Dr. Sarah Hill, O.D., F.A.A.O.,
F.C.O.V.D. and Dr. Sarah Kirkpatrick, O.D., F.A.A.O.
x Dr. Sarah Hill was born and raised in Billings, MT. She received her Bachelor of
Science Degree from the University of Montana, located in Missoula, MT and a
Doctorate in Optometry at New England College of Optometry located in Boston,
MA. Dr. Hill completed her residency in Primary Care and Pediatrics at NOVA
Southeastern University in Ft. Lauderdale, FL and received her Fellowship in
Primary Care from American Academy of Optometry. Dr. Hill is also a fellow of
the College of Optometrist in Vision Development (COVD) and is Board Certified
in Vision Development and Vision Therapy. Dr. Hill has been involved with the
Optometry industry for six years. Clinical experience includes a three month
internship at the VA Bedford Eye Clinic in Bedford, MA, a three month internship
at Bascom Palmer Eye Institute in Miami, FL, a three month internship at the
Santa Fe Indian Health Services Clinic in Santa Fe, NM, and a 13 month
residency in Pediatrics and Primary Care at NOVA Southeastern University in Ft.
Lauderdale, FL. Dr. Hill has worked at Heights Eye Care in Billings, MT for the
past 5 years and is licensed by the Montana State Board of Optometry and the
Florida State Board of Optometry.
x Dr. Sarah Kirkpatrick was born and raised in Madison, IN. She received her
Bachelor of Science Degree from Indiana University and Doctorate of Optometry
at Indiana University School of Optometry located in Bloomington, IN. She
completed her residency in Primary Care and Ocular Disease at Bascom Palmer
Eye Institute affiliated with Miller School of Medicine/University of Miami in Miami,
FL and received her Fellowship in Ocular Disease from the American Academy
of Optometry. Dr. Kirkpatrick has been involved with the Optometry industry for
11 years. She was employed as a technician during the summers of 2001 &
2002 by Dr. Robert Kirkpatrick, O.D. at Kirkpatrick Eye Care in Madison, IN.
Clinical experience includes a three month internship at Ciba Care Vision
Specialists in Des Plaines, IL, a three month internship at Indiana University
Health Center in Bloomington, IN, and a six month internship followed by a 12
month residency at Bascom Palmer Eye Institute in Miami, FL. Dr. Kirkpatrick is
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licensed by Montana, North Carolina, and Florida State Boards of Optometry and
has been a practicing Optometrist for over five years. She has practiced in
Bozeman, MT for the past three years and currently works for Dr. Jeff Squire at
Eyes On Main.
x Furthermore, there are very few vision rehabilitation clinics and/or optometrists with
pediatric emphasis in Montana and our marketing will include targeting patients and
parents of children with learning related vision conditions, strabismus and amblyopia,
physical therapists, occupational therapists, pediatricians, naturopathic physicians, and
pediatric dental practices.
x Mission
The mission statement of S.E.E. is to contribute to a lifetime of healthy vision, providing
each patient with the highest quality vision care and consequent quality of life. We will
seek continuing education to remain at the forefront of our profession and will offer the
latest eye care technology, professional services, and products. The visual needs and
wellness of each patient will always be our first priority.
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Justification for Medical Space on Lower Level:
Municipal Code Sec. 38.10.010.A.1, lists the intent and purpose as follows:
"The intent of the B-1 neighborhood business district is to provide for smaller scale retail and
service activities frequently required by neighborhood residents on a day to day basis, as well as
residential development as a secondary purpose, while still maintaining compatibility with adjacent
residential land uses. Development Scale and pedestrian orientation are important elements of
this district."
We believe granting this CUP and allowing medical space in the form of optometric eye
care and optical services on the ground level does not violate the intent and purpose of B-1
neighborhood business district stated above for the following reasons:
1. As designed, the floor plan established the retail portion of the business in the
front. This retail space will be decorated tastefully and will be the only portion of
the business visible to pedestrians and passersby.
2. An emphasis of the S.E.E. business plan is children with learning related vision
conditions. Being located in district B-1, the parents can patronize the other
shops on foot, while their children are being treated at S.E.E.
3. Almost all citizens require optical services, therefore S.E.E., will offer retail and
service activities frequently required by neighborhood residents.
4. S.E.E. will also be able to provide comprehensive vision examinations and
medical optometry providing full scope family optometric care to the area. A
service that does not currently exist in this area of town.
5. The retail and medical portions of the S.E.E. business plan are inextricably tied
and placing them on separate building levels would significantly harm the viability
of the business. As an analogy, the kitchen in a restaurant is not necessarily a
portion of the retail space; however it would not make sense to require that the
kitchen be on the 2nd floor while the serving area is on the first floor. The same
principle applies to the S.E.E. business.
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CONDITIONAL USE PERMIT
PARKING CONSIDERATION
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Doctor and Staff Equivalents:
Both doctors plan on working 2.5 days per week. This is the full time equivalent of one
doctor, 1 FTE.
There is will be two full time staff members and one part time vision therapist. The staff full
time equivalent will be 2.5 FTE.
Retail Space:
As shown on sheet EX1, the proposed retail area is:
Gross Retail Area = 485 SF
15% Reduction for Walls and Unusable space = 72.8 SF
Net Retail Area = 412.2 SF
Required Parking Calculation:
Table 38.25.040-3 Requirements:
1 FTE Doctor = 4.0 Spaces
2.5 FTE Employees = 2.5 Spaces
Retail = 1.0 Space per 300 SF
B-1 Reductions:
Medical Parking Reduction = 30%
Retail Parking Reduction = 40%
Medical Parking Demand = 0.7(2.5 + 4) = 4.6 Spaced
Retail Parking Demand = 0.6(412.2SF)(1Space/300SF) = 0.8 Spaces
Total Parking Demand = 4.6 + 0.8 = 5.4 Spaces
Existing and Proposed Parking Available:
The matrix below gives the total existing required parking for the three existing and on
proposed building at The South Towne Square. The total parking demand is as follows:
Total parking Demand = Building 1 + Building 2 + Building 3 + Building 4 + Outdoor Seating
= 115.82 Spaces
Existing Parking Lot
The existing parking on site is = 103 Spaces
There is an existing parking lease agreement = 40 Spaces
Total existing parking = 143 Spaces
Existing Parking Surplus = 146 - 115.82 = 27.18 Spaces
South Towne Square plans to redevelop the parking area during the summer of 2013.
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New Parking Lot
The new parking on site is = 141 Spaces
New Parking Surplus = 141 - 115.82 = 25.18 Spaces
Conditional Use Permit (CUP) Parking Justification:
The proposed CUP is for Unit B in Building 2. As the matrix shows below, Unit B in
Building 2 has been allotted 3.5 parking spaces. As shown above, the required parking
for this CUP is 5.4 spaces. The additional parking required is:
Additional Parking Requirement = 5.4 - 3.5 = 1.9 Spaces
As shown above, in both the existing and proposed parking conditions for South Towne
Square, there is enough surplus parking to allow for 2 additional parking spaces to be
allotted to Unit B in Building 2. The proposed new space allotment is:
Unit B in Building 2 = 5.5 Spaces
Since there is enough surplus parking for both existing and proposed parking areas,
approval of this CUP should not be conditioned on the schedule or installation of the new
parking development at South Towne Square.
220
Page 4 of 5
Building 1 (Existing)
TENANT UNIT AREA USE
TYPES
REQUIRED
SPACES/SQ-
FT PER UDO
REQUIRED
SPACES
PERCENT RE-
DUCTION FOR
B-1 (18.46.040
B 3a)
SPACE
REQUIRED
Sola A 1448 Restaurant 50 29 50 14.5
Antoinette’s B 547 Retail 300 1.8 40 0.72
Lemongrass C 700 Restaurant 50 14 50 7
TOTALS 22.22
Building 2 (Existing)
TENANT UNIT AREA USE
TYPES
REQUIRED
SPACES/SQ-
FT PER UDO
REQUIRED
SPACES
PERCENT
RE-
DUCTION
FOR B-1
(18.46.040 B
3a)
SPACE
REQUIRED
Gallatin
Laundry
A 645 Retail 300 2.2 40 1.3
Vacant B 1729 Retail 300 5.8 40 3.5
(proposed 5.5)
Labellum C 1157 Retail 300 3.9 40 2.3
Moberry’s D 533 Restaurant 50 10.7 50 5.4
Acorn
Pediatrics
E-H 5 FTE
Docs 8
FTE
Other
Medical
Office
4 spaces per
Doctor 1 space
per other
employee
28 30 19.6
TOTALS 32.1
(proposed 34.1)
Building 3 (Existing)
TENANT UNIT AREA USE
TYPES
REQUIRED
SPACES/SQ-
FT PER UDO
REQUIRED
SPACES
PERCENT RE-
DUCTION FOR
B-1 (18.46.040
B 3a)
SPACE
REQUIRED
Pilates A 635 Healthy 200 3.2 30 2.2
Food for
Thought
B 949 Restaurant 50 19 50 9.5
Seven Sushi C&D 700 Restaurant 50 14 50 7
Seybert E 1178 Office 250 4.7 20 3.8
Herzog F 714 Office 250 2.9 20 2.3
Headwater
Econ
G&H 2007 Office 250 8 20 6.4
TOTALS 31.2
221
Page 5 of 5
Building 4 (Proposed)
TENANT UNIT AREA USE
TYPES
REQUIRED
SPACES/SQ-
FT PER UDO
REQUIRED
SPACES
PERCENT RE-
DUCTION FOR
B-1 (18.46.040
B 3a)
SPACE
REQUIRED
To be
determined
A-D 4250 Retail 300 14.2 40 8.5
To be
determined
E-H 3400 Office 250 13.6 20 10.9
TOTALS 19.4
Outdoor Seating (Existing)
TENANT UNIT AREA USE
TYPES
REQUIRED
SPACES/SQ-
FT PER UDO
REQUIRED
SPACES
PERCENT RE-
DUCTION FOR
B-1 (18.46.040
B 3a)
SPACE
REQUIRED
Area 1/ Sola
South
A
Bldg1
645 Rest 100 6.5 50 3.3
Area 2/ Sola
North
A
Bldg1
176 Rest 100 1.8 50 0.9
Area 3/
Lemongrass
C
Bldg1
625 Rest 100 6.3 50 3.2
Area 4/
Seven Sushi
C&D
Bldg3
500 Rest 100 5 50 2.5
TOTALS 9.9
Summary of Required Parking
REQUIRED Total
Parking Required per UDO for Existing Buildings (1-3) 85.52
Parking Required per UDO for Proposed Buildings (4&5) 38.8
Parking Required for Outdoor Seating 9.9
SUBTOTAL FOR BUILDINGS/OUTDOOR SEATING 134.22
REDUCTIONS
Transit Stop Reduction 10% 13.4
Parking Reduction for Landscaping 5.0
TOTAL REDUCTIONS 18.4
TOTAL NET PARKING REQUIRED WITH REDUCTIONS 115.82
TOTAL NET PROPOSED PARKING REQUIRED WITH REDUCTIONS 117.82
222
1
Philip Kedrowski, PE
From:sarah hill [sarahh7799@yahoo.com]
Sent:Monday, January 07, 2013 11:13 AM
To:philipk@redleaf-consulting.com
Subject:Fw: Parking allotment for South Towne Square
----- Forwarded Message -----
From: Michael McKenna <mckennamt@gmail.com>
To: Sarah Hill <sarahh7799@yahoo.com>
Sent: Monday, January 7, 2013 10:02 AM
Subject: Re: Parking allotment for South Towne Square
I do agree. Good luck. Mike
On Jan 7, 2013 9:59 AM, "sarah hill" <sarahh7799@yahoo.com> wrote:
Good morning Mike,
Currently, our condo space is allotted 3.5 spaces and we need 5.5 spaces to meet the city requirements.
As per our conversation this morning regarding the parking spaces, you have agreed that we can have those
extra two spaces designated for our office/retail space.
Thank you,
Sarah Hill
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
CONDITIONAL USE PERMIT
ADJOINING PROPERTY OWNERS
&
ADJOINING NEIGHBORHOODS
241
242
LIST - ADJOINING PROPERTY OWNERS WITHIN 200FT
1. LOCATION: TRACT 1, S. 3RD AVE.
MAILING ADDRESS:
MUSEUM OF THE ROCKIES, INC.
MONTANA STATE UNIVERSITY
600 W. KAGY BLVD
BOZEMAN, MT 59717-2730
2. LOCATION: TRACT 2, S. 3RD AVE.
MUSEUM OF THE ROCKIES, INC.
MONTANA STATE UNIVERSITY
103 CULBERTSON HALL
BOZEMAN, MT 59715-5072
3. PROPERTY ADDRESS:
1821 S. WILLSON AVE.
BOZEMAN, MT 59715
MAILING ADDRESS:
MUSEUM OF THE ROCKIES, INC.
MONTANA STATE UNIVERSITY
600 W. KAGY BLVD
BOZEMAN, MT 59717-2730
4. PROPERTY ADDRESS:
123 W. KAGY BLVD
BOZEMAN, MT 59715
MAILING ADDRESS:
KINCAID DENNIS C. & DOROTHY M.
122 BENNET DR.
BOZEMAN, MT 59715-8060
5. PROPERTY AND MAILING ADDRESS:
JAMES L. BOOTH DDS
121 W. KAGY BLVD
BOZEMAN, MT 59715
6. PROPERTY ADDRESS:
121 W. KAGY BLVD
BOZEMAN, MT 59715
243
MAILING ADDRESS:
KAGY BUILDING, LLC
P.O. BOX 206
BOZEMAN, MT 59771-0206
7. MAILING ADDRESS:
DAINES CLAIR W, INC.
SOUTHWOOD CENTER
P.O. BOX 11204
BOZEMAN, MT 59719-1204
8. PROPERTY ADDRESS:
35 W. KAGY BLVD
BOZEMAN, MT 59715
MAILING ADDRESS:
FELLOWS CRAIG & MARY K
8473 WAGON BOSS RD
BOZEMAN, MT 59715-9231
9. PROPERTY AND MAILING ADDRESS:
KAGY KORNER STORE, INC.
1809 S. TRACY AVE
BOZEMAN, MT 59715-5736
10. PROPERTY AND MAILING ADDRESS:
SOLVIE CARL A & ANGIE L
1901 S. TRACY AVE
BOZEMAN, MT 59715-6016
11. PROPERTY AND MAILING ADDRESS:
SOLVIE CARL A & ANGIE L
1901 S. TRACY AVE
BOZEMAN, MT 59715-6016
12. PROPERTY:
BARRETT JOHN DAN & MARILYN A
1907 S. TRACY AVE
BOZEMAN, MT 59715
MAILING ADDRESS:
BARRETT JOHN DAN & MARILYN A
8621 E. KETTLE CIR
CENTENIAL, CO 80112-2706
244
13. PROPERTY AND MAILING ADDRESS:
RAGENOVICH ALEXANDER O & ELDENE C
1909 S. TRACY AVE
BOZEMAN, MT 59715-6016
14. PROPERTY AND MAILING ADDRESS:
WILLIAMS JAMES R.
1915 S. TRACY AVE
BOZEMAN, MT 59715-6016
15. PROPERTY AND MAILING ADDRESS:
HARRIS CHRISTOPHER & JACINTA
2001 S. TRACY AVE
BOZEMAN, MT 59715-6018
16. PROPERTY AND MAILING ADDRESS:
PILOTTE DONALD A & TERESA G
2007 S. TRACY AVE
BOZEMAN, MT 59715-6018
17. PROPERTY AND MAILING ADDRESS:
HEALY JAMES M & CARLA ANN
2017 S. TRACY AVE
BOZEMAN, MT 59715-6018
18. PROPERTY AND MAILING ADDRESS:
ZIMMER RALPH W & GLORIA L
2103 S. TRACY AVE
BOZEMAN, MT 59715-6020
19. PROPERTY AND MAILING ADDRESS:
BARE MONTE G & KATHI LYTLE
2109 S. TRACY AVE
BOZEMAN, MT 59715-6020
20. PROPERTY AND MAILING ADDRESS:
STENZEL THOMAS E & DENISE
2117 S. TRACY AVE
BOZEMAN, MT 59715-6020
21. PROPERTY AND MAILING ADDRESS:
ALLARD JAMES W JR & BUSHING MARY C
2121 S. TRACY AVE
BOZEMAN, MT 59715-6020
245
22. PROPERTY AND MAILING ADDRESS:
HAYNER KIMERICK F & KATHY
1 HILL ST
BOZEMAN, MT 59715-6032
23. PROPERTY AND MAILING ADDRESS:
WOLD RANDY T & DIXON BEVERTLY G
2110 S. TRACY AVE
BOZEMAN, MT 59715-6021
24. PROPERTY AND MAILING ADDRESS:
FAITH L DREDLA TRUST, DREDLA FAITH L & JACK C TRUSTEES
2104 S. TRACY AVE
BOZEMAN, MT 59715-6021
25. PROPERTY:
GILHOUSEN COMMUNITY PROP TR DTD 3/30/99
GILHOUSEN KLEIN S & KAREN M TRUSTEES
2020 S. TRACY AVE
BOZEMAN, MT 59715
MAILING ADDRESS:
GILHOUSEN COMMUNITY PROP TR DTD 3/30/99
GILHOUSEN KLEIN S & KAREN M TRUSTEES
599 HIGHTOWER RD
BOZEMAN, MT 59718-8163
26. PROPERTY AND MAILING ADDRESS:
BURNS ARISON ANTONUCCI & RADNOR
2014 S. TRACY AVE
BOZEMAN, MT 59715-6019
27. PROPERTY:
GRIFFFEN MICHAEL & GAYLE A
2008 S. TRACY AVE
BOZEMAN, MT 59715
MAILING ADDRESS:
GRIFFFEN MICHAEL & GAYLE A
P.O. BOX 154
BELMONT, CA 94002-0154
28. PROPERTY:
COIL MICHAEL C & KRISTIN
2002 S. TRACY AVE
BOZEMAN, MT 59715
246
MAILING ADDRESS:
COIL MICHAEL C & KRISTIN
3369 SENTINEL DR
BOZEMAN, MT 59715-8744
29. PROPERTY:
MURRAY GENE R
1916 S. TRACY AVE
BOZEMAN, MT 59715
MAILING ADDRESS:
MURRAY GENE R
1635 S BLACK AVE
BOZEMAN, MT 59715-5701
30. PROPERTY AND MAILING ADDRESS:
HEPBURN SUZANNE
1901 S. TRACY AVE
BOZEMAN, MT 59715-6028
31. PROPERTY AND MAILING ADDRESS:
REGNERUS SHAWN & MEGAN AULT
1908 S. TRACY AVE
BOZEMAN, MT 59715-6028
32. PROPERTY AND MAILING ADDRESS:
LESTER KJERSTIN R
1904 S. TRACY AVE
BOZEMAN, MT 59715-6028
LIST - ADJOINING PROPERTY OWNERS WITHIN SOUTH TOWNE SQUARE
1. MAILING ADDRESS:
KAILLO II CORPORATION
ATTN: MIKE MCKENNA
3805 VALLEY COMMONS DR. #12
BOZEMAN, MT 59718
2. MAILING ADDRESS:
LEVEL INVESTORS
ATTN: DAVE SINTON
519 W MENDENHALL
BOZEMAN, MT 59715
247
3. MAILING ADDRESS:
TIM HERZOG
270 W KAGY BLVD, SUITE F
BOZEMAN, MT 59715
4. MAILING ADDRESS:
ERIC SEYBERT
270 W KAGY BLVD, SUITE E
BOZEMAN, MT 59715
LIST - ADJOINING BOZEMAN NEIGHBORHOODS WITHIN 200'
1. SOUTH EAST NEIGHBORHOOD ASSOCIATION (SENA)
ATTN: ALLYSON B. BREKKE
NEIGHBORHOOD COORDINATOR - ASSOCIATE PLANNER
ABREKKE@BOZEMAN.NET
406.582.2274
248
249
REDLEAF CONSULTING, PLLC
Engineering & Drafting Services
P.O. BOX 161085, 32 MARKET PLACE, SUITE #4
BIG SKY, MT 59716
PH: 406.995.2996
FAX: 800.521.4840
WWW.REDLEAF-CONSULTING.COM
SERENDIPITY EYECARE + EYEWEAR
Tenant Improvement Project
South Towne Square Building #2, Unit B
Bozeman, Montana 59715
Contact:
Sarah Hall, O.D., P.C. - (406) 697-4813SHEET NUMBERJOB NUMBER:010413.789START DATE:1/3/2013DRAWN BY:REVIEWED BY:REVISION DATE:P.R.K.&RS\ULJKWP.R.K.1/7/2013 - CUP SUBMITTALRDP SEAL:EXPIRES: 6/30/2014FLOOR PLAN AND PROPOSED USE EXHIBIT250
W WWW W W W SSSSSSSSNG
NG
NG
NG
NG
NG
NG
NG
NG
NG NG
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BP
BP
BP
BP
BP
BP
BP BPBP
BP BPBP BPSOUTH TOWNE SQUARE
2880 Technology Blvd. W.
Bozeman, MT 59718
Phone: (406) 587-0721
Fax: (406) 922-6702
SHEET NUMBER
PROJECT NUMBER
DRAWING NUMBER
DRAWN BY:
CHK'D. BY:
APPR. BY:
DATE:
Q.A. REVIEW
DATE:
BY:
COPYRIGHT MORRISON-MAIERLE, INC.,2012
VERIFY SCALE!
THESE PRINTS MAY BE
REDUCED. LINE BELOW
MEASURES ONE INCH ON
ORIGINAL DRAWING.
MODIFY SCALE ACCORDINGLY!
REVISIONS
DATEDESCRIPTIONNO.BY
N:\5063\002\ACAD\FinalSitePlan\SouthTowneSquare.dwg Plotted by jim ullman on Aug/15/2012
5063.002
1
C0.0
BOZEMAN MONTANA
JAU
???
???
07/2012
NO SCALE
VICINITY MAP
LOT 3-A, OF THE AMENDED PLAT OF THE REARRANGEMENT
OF THOMPSON'S ADDITION #3
CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA
SOUTH TOWNE SQUARE
MODIFICATION TO FINAL SITE PLAN
COVER SHEET
KAGY BLVD.SOUTH 3RD AVENUE251
LEGEND
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM DRAIN FACILITIES
EXISTING FIBER/TELEPHONE FACILITIES
EXISTING ELECTRICAL FACILITIES
EXISTING GAS FACILITIES
EXISTING TRAFFIC SIGN
EXISTING WELL
EXISTING CMP CULVERT
EXISTING RCP CULVERT
ESD EXISTING STORM SEWER MAIN
ES EXISTING SAN SEWER MAIN
ESS EXISTING SAN SEWER SERVICE
F EXISTING FIBER OPTIC
EXISTING UNDERGROUND POWEREE
EXISTING UNDERGROUND TELEPHONET
C C EXISTING UNDERGROUND CABLE
G G EXISTING GAS LINE
EXISTING OVERHEAD POWER
OHT OHT EXISTING OVERHEAD TELEPHONE
P P EXISTING PETROLEUM LINE
EW EXISTING WATER MAIN
EWS EXISTING WATER SERVICE
SD SD
RD RD
PROPOSED STORM DRAIN INLET
PROPOSED STORM DRAIN MANHOLE
PROPOSED STORM DRAIN
PROPOSED ROOF DRAIN
PROPOSED SAN SEWER CLEANOUTS
WS WS
UTIL UTIL
PROPOSED GRAVITY SAN SEWER SERVICE
PROPOSED DOMESTIC WATER SERVICE
PROPOSED UTILITY CONDUIT
SS SS
EXISTING BUILDING
EXISTING BUILDING ROOF
EXISTING CONCRETE
EXISTING CURB FACE
EXISTING CURB FLOWLINE
EXISTING TOP BACK OF CURB
EXISTING PARKING STRIPE
EXISTING ASPHALT//////
EXISTING GRAVEL EDGE
EXISTING SIDEWALK
PROPOSED BUILDING
PROPOSED CONCRETE
PROPOSED CURB FLOWLINE
PROPOSED TOP BACK OF CURB
PROPOSED PARKING STRIPE
PROPOSED ASPHALT
PROPOSED GRAVEL EDGE
PROPOSED SIDEWALK
GRAPHICAL SIDEWALK JOINT
PROPOSED ASPHALT GRADE BREAK
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
4655
4654
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
4655
4654.50PERFPERFPROPOSED PERFORATED DRAIN PIPE
IRRIG IRRIG PROPOSED IRRIGATION SLEEVE
PROPOSED PRESSURIZED SAN SEWER SERVICESS FM SS FM
FIRE FIRE PROPOSED FIRE SERVICE
GENERAL NOTES, LEGEND, & ABBREVIATIONS
SOUTH TOWNE SQUARE
2880 Technology Blvd. W.
Bozeman, MT 59718
Phone: (406) 587-0721
Fax: (406) 922-6702
SHEET NUMBER
PROJECT NUMBER
DRAWING NUMBER
DRAWN BY:
CHK'D. BY:
APPR. BY:
DATE:
Q.A. REVIEW
DATE:
BY:
COPYRIGHT MORRISON-MAIERLE, INC.,2012
VERIFY SCALE!
THESE PRINTS MAY BE
REDUCED. LINE BELOW
MEASURES ONE INCH ON
ORIGINAL DRAWING.
MODIFY SCALE ACCORDINGLY!
REVISIONS
DATEDESCRIPTIONNO.BY
N:\5063\002\ACAD\FinalSitePlan\C1-0_General-Notes_Legend+Abbreviations.dwg Plotted by jim ullman on Aug/6/2012
5063.002
2
C1.0
BOZEMAN MONTANA
TEE
JAU
JAU
07/2012
AC ASPHALTIC CONCRETE, ALUMINUM CAP
ADA AMERICANS WITH DISABILITIES ACT
ADDL ADDITIONAL
ADJ ADJACENT, ADJUST
AFF ABOVE FINISHED FLOOR
ALT ALTERNATE
ARCP ARCHED REINFORCED CONCRETE PIPE
AVG AVERAGE
BC BUILDING CORNER
BFF BELOW FINISHED FLOOR
BH BOREHOLE
BLDG BUILDING
BM BENCHMARK
BRG BEARING
BW BOTTOM OF WALL
CHK CHECK
CI CAST IRON
CIRC CIRCULAR
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNITS
CO CLEANOUT
COB CITY OF BOZEMAN
CONC CONCRETE
COORD COORDINATE
CP CONTROL POINT
CTR CENTER
CU CUBIC
CU FT, CF CUBIC FEET
CULV CULVERT
CU YD, CY CUBIC YARD
D & L D&L FOUNDRY AND SUPPLY
DBL DOUBLE
DI DUCTILE IRON, DRAIN INLET
',$DIAMETER
DIM DIMENSION
DIR DIRECTION
DTL DETAIL
DWG DRAWING
E EAST
EA EACH, EDGE OF ASPHALT
EC EDGE OF CONCRETE
EG EDGE OF GRAVEL, EXISTING GROUND
EJIW EAST JORDAN IRON WORKS
EL, ELEV ELEVATION
ELEC ELECTRIC, ELECTRICAL
ENGR ENGINEER
EP EDGE OF PAVEMENT
EX EXISTING
EXT EXTERIOR
FDN FOUNDATION
FETS FLARED END TERMINAL SECTION
FF FINISHED FLOOR
FG FINISHED GRADE
FHYD FIRE HYDRANT
FL FLOWLINE
FLR FLOOR
FT FOOT, FEET
FTG FOOTING
GA GAGE, GAUGE
GAL GALLON
GB GRADE BREAK
GFA GROSS FLOOR AREA
GND GROUND
HC HANDICAP
HDPE HIGH DENSITY POLYETHYLENE
HORIZ HORIZONTAL
HP HIGH POINT
HT HEIGHT
HYD HYDRANT
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCH
INSUL INSULATE
INT INTERIOR
INV INVERT
LAT LATITUDE
LF LINEAR FEET
LONG LONGITUDE, LONGITUDINAL
LT LEFT
MAX MAXIMUM
MFD MANUFACTURED
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MPWSS MONTANA PUBLIC WORKS STANDARD
SPECIFICATIONS
N NORTH
NE NORTHEAST
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
NW NORTHWEST
OC ON CENTER
OD OUTSIDE DIAMETER
OHP OVERHEAD POWER
PC POINT OF CURVE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRELIM PRELIMINARY
PROP PROPERTY
PT POINT, POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RACET ROAD APPROACH CULVERT
END TERMINAL
R, RAD RADIUS
RCP REINFORCED CONCRETE PIPE
RD ROAD, ROOF DRAIN
REF REFERENCE
RT RIGHT
R/W, ROW RIGHT-OF-WAY
S SOUTH
SAN SANITARY
SCH SCHEDULE
SD STORM DRAIN
SE SOUTHEAST
SEC SECTION
SPEC SPECIFICATION
SQ FT, SF SQUARE FOOT
STA STATION
SS SANITARY SEWER
STD STANDARD
SVC SERVICE
SW SIDEWALK, SOUTHWEST
TB THRUST BLOCK
TBC TOP BACK OF CURB
TEMP TEMPORARY, TEMPERATURE
TOC TOP OF CONCRETE
TRANS TRANSITION
TW TOP OF WALL
TYP TYPICAL
UG UNDERGROUND
UTIL UTILITY
VERT VERTICAL
VOL VOLUME
W WEST
W/WITH
W/O WITHOUT
WV WATER VALVE
XFMR TRANSFORMER
NOTE:
FOR ABBREVIATIONS NOT LISTED, CONTACT THE
ENGINEER.
ABBREVIATIONS
ADDRESSPURVEYORSECTION PHONE NO.
DETAIL AND SECTION DESIGNATION
A
-
X-X
SECTION (LETTER) OR
DETAIL (NUMERAL)
DESIGNATION
DRAWING NUMBER
(OR SAME DRAWING)
ON DRAWING WHERE SECTION
OR DETAIL IS TAKEN:
DRAWING NUMBER
WHERE SHOWN
ON DRAWING WHERE SECTION
OR DETAIL IS SHOWN:
DRAWING NUMBER(S)
WHERE TAKEN
(406) 582-4631
(406) 585-2354
(406) 522-3958
ANDREA
BUFFINGTON
TODD
JENSEN
ENGINEER OF
CONTENT (406) 587-0721
CONTACT
PERSON
JASON
WISEMAN
JOHN
ALSTON
PROJECT CONTACT LIST
CENTURYLINK
NORTHWESTERN
ENERGY
20 EAST OLIVE STREET
BOZEMAN, MT 59715
BRESNAN
COMMUNICATIONS
511 WEST MENDENHALL STREET
BOZEMAN, MT 59715
121 EAST GRIFFIN
BOZEMAN, MT 59715
2707 WEST MAIN STREET
BOZEMAN, MT 59718
JIM
ULLMAN
2880 TECHNOLOGY BLVD W
BOZEMAN, MT 59718
MORRISON-
MAIERLE, INC
CITY PLANNING
& ZONING
BROADBAND
CABLE
WATER & SANITARY
SEWER
TELEPHONE
ELECTRIC &
GAS
CITY OF BOZEMAN
ADDRESSPURVEYORSECTION PHONE NO.
CITY OF BOZEMAN
BRIAN
KRUEGER
20 EAST OLIVE STREET
BOZEMAN, MT 59715
Know what's
R
GENERAL NOTES:
1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE
SHOWN ON THE PLANS.
2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS
OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS.
CONSTRUCTION NOTES:
1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS
STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE
MPWSS; THE CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS POLICY; AND THE PROJECT SPECIFICATIONS.
2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF
REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.
3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE
STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY
FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF
THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE
OR TRESPASSER.
4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE
BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.
5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING
DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED
BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.
6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE CITY OF BOZEMAN, GENERAL CONTRACTOR, SITE
SUBCONTRACTOR, MONTANA DEPARTMENT OF TRANSPORTATION (MDT), AND MORRISON-MAIERLE, INC. PRIOR TO THE
START OF CONSTRUCTION.
7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO
COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE
WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN
INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS
PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES.
8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE
ADJACENT BUSINESSES AND/OR RESIDENCES.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE
AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS
SHALL BE BORNE SOLELY BY THE CONTRACTOR.
10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER
CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE,
AND FEDERAL REGULATIONS.
11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON
EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE
CLEANED AT THE END OF EACH WORKING DAY.
12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH
APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED
BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE
INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY
CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND
ANY OR ALL LOCAL REGULATIONS.
13.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS, FLOOD WAY OR ANY
DRIVEWAY IS ALLOWED.
14.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO
EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.
15.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.
16.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS
ENCOUNTERED ON THE PROJECT.
17.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS
NOTED IN THE MPWSS; CITY OF BOZEMAN STANDARD MODIFICATIONS TO THE MPWSS; CITY OF BOZEMAN DESIGN
STANDARDS AND SPECIFICATIONS POLICY; AND/OR THE GEOTECHNICAL INVESTIGATION.
18.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED.
19.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER OR HIS AUTHORIZED
REPRESENTATIVE.
20.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT
WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH.
21.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4900' TO PROJECT DATUM.
22.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.
23.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA
DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL
OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.
GENERAL UTILITY NOTES:
1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR
SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE, AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES
DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.
2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING
SERVICE. ANY PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES.
3.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE,
THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS,
INVERT ELEVATIONS, AND GRADE.
4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER / UDIG @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY
LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.
5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET (78 INCHES) OF MINIMUM COVER ON
BURIED WATER PIPING OR DEEPER AS SPECIFIED. IF 6.5 FEET OF MINIMUM COVER CANNOT BE OBTAINED, INSULATION OF
BURIED WATER PIPING MAY BE REQUIRED.
6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY
SYSTEM PRIOR TO INSTALLATION.
7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATERLINES OWNED AND
MAINTAINED BY THE CITY OF BOZEMAN.
8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN WATER
DEPARTMENT PERSONNEL ONLY.
9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.
10.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE IN FEES REQUIRED, AS WELL AS THE COST OF
UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING.
11.ALL SANITARY SEWER AND STORM DRAIN PIPING SHALL BE SDR 35 PVC, IN ACCORDANCE WITH ASTM D 3034, UNLESS
OTHERWISE NOTED.
12.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. DOMESTIC WATER SERVICE PIPE
MATERIAL SHALL BE TYPE K ANNEALED COPPER MEETING AWWA STANDARD C800.
13.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.
14.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE OF MANHOLE TO EDGE OF MANHOLE FOR
BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE
FROM CENTER OF MANHOLE TO CENTER OF MANHOLE ON ALL GRAVITY PIPING.
15.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.
16.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE
INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.
17.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE
TESTED, EXCEPT WELDED, GROOVED END, OR SCREWED PIPING, SHALL BE PROVIDED WITH THRUST PROTECTION AT ALL
DIRECTION CHANGES, UNLESS OTHERWISE NOTED.
18.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF
BOZEMAN STANDARDS.
19.VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE.
20.ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES TEES, AND
PLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS OR MUST HAVE MECHANICALLY RESTRAINED JOINTS
WHERE INDICATED ON THE PLANS.
21.ALL WATER, STORM DRAIN, AND SANITARY SEWER LEADS TO BUILDING SHALL END 5 FEET OUTSIDE THE BUILDING LIMITS
AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END.
22.FIRE SERVICE LINE SHALL BE INSTALLED FROM MAIN TO OS&Y VALVE INSIDE BUILDING (REFER TO ARCHITECTURAL PLANS)
BY SITE UTILITY CONTRACTOR.
18.REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION
CONNECTIONS.
19.GENERAL CONTRACTOR TO TRENCH FOR DRY UTILITIES (NATURAL GAS, ELECTRIC, POWER, CABLE, AND CONDUIT). DRY
UTILITIES TO BE INSTALLED AS NOTED IN AGREEMENT(S) WITH THE UTILITY COMPANY OR COMPANIES.
20.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE
UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE
CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL
BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE.
(406) 582-3200
(406) 582-2260
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SOUTH TOWNE SQUARE
2880 Technology Blvd. W.
Bozeman, MT 59718
Phone: (406) 587-0721
Fax: (406) 922-6702
SHEET NUMBER
PROJECT NUMBER
DRAWING NUMBER
DRAWN BY:
CHK'D. BY:
APPR. BY:
DATE:
Q.A. REVIEW
DATE:
BY:
COPYRIGHT MORRISON-MAIERLE, INC.,2012
VERIFY SCALE!
THESE PRINTS MAY BE
REDUCED. LINE BELOW
MEASURES ONE INCH ON
ORIGINAL DRAWING.
MODIFY SCALE ACCORDINGLY!
REVISIONS
DATEDESCRIPTIONNO.BY
N:\5063\002\ACAD\FinalSitePlan\SouthTowneSquare.dwg Plotted by jim ullman on Aug/6/2012
5063.001
3
C2.0
BOZEMAN MONTANA
JAU
???
???
06/2012
KAGY BLVD.SOUTH 3RD AVENUEDEMOLITION AREA
DEMOLITION NOTES:
1.CONTRACTOR IS TO WORK OUT A PHASING PLAN WITH OWNER PRIOR TO STARTING
DEMOLITION.
2.CONTRACTOR TO APPLY FOR AND RECEIVE APPROVALS FOR ALL NECESSARY
CONSTRUCTION PERMITS REQUIRED FROM MONTANA DEPARTMENT OF
ENVIRONMENTAL QUALITY (MDEQ) AND THE CITY OF BOZEMAN.
3.OWNER IS RESPONSIBLE FOR SALVAGING EXISTING LANDSCAPING LOCATED IN THE
DEMOLITION AREA PRIOR TO THE START OF DEMOLITION.
4.EXISTING LIGHT POLE LOCATED IN THE DEMOLITION AREA ARE TO BE SALVAGED AND
RELOCATED BY THE CONTRACTOR.
5.EXISTING CHURCH FOUNDATION SHALL REMAIN IN PLACE. FINAL FINISH GRADE
ELEVATION ALLOWS SAID FOUNDATION TO REMAIN.
6.EXISTING TRASH ENCLOSURES ARE TO BE SALVAGED BY THE OWNER.
7.CONTRACTOR TO USE A METHOD TO NEAT CUT THE SAW CUT LINE.
8.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR A LOCATION TO HAUL
AND STORE OVERBURDEN MATERIAL.
253
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CCCSITE PLAN
SOUTH TOWNE SQUARE
2880 Technology Blvd. W.
Bozeman, MT 59718
Phone: (406) 587-0721
Fax: (406) 922-6702
SHEET NUMBER
PROJECT NUMBER
DRAWING NUMBER
DRAWN BY:
CHK'D. BY:
APPR. BY:
DATE:
Q.A. REVIEW
DATE:
BY:
COPYRIGHT MORRISON-MAIERLE, INC.,2012
VERIFY SCALE!
THESE PRINTS MAY BE
REDUCED. LINE BELOW
MEASURES ONE INCH ON
ORIGINAL DRAWING.
MODIFY SCALE ACCORDINGLY!
REVISIONS
DATEDESCRIPTIONNO.BY
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C3.0
BOZEMAN MONTANA
JAU
???
???
06/2012
KAGY BLVD.SOUTH 3RD AVENUE254
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CURB INLET #1
TBC=07.33
12" IE(SE)=04.30
CURB INLET #2
TBC=05.83
12" IE(NW)=02.78
STORM MH #1
RIM EL=05.92
12"IE(NW)=03.15
12"IE(SE)=02.52
24"IE(SW)=00.60
STORM MH #2
RIM EL=06.00
12"IE(W)=99.75
12"IE(SE)=03.60
STORMTECH
INFILTRATION/DETENTION
SYSTEM (16 MODULES)
INSPECTION
PORT
IE OUT=03.40
%(1'
SW
A
L
E
T
O
S
T
R
E
A
M
0
.
6
%
M
I
N
.
S
L
O
P
E
30 LF 12" PERF HDPE
@ 0.00% SLOPE
(IE=00.01)
26 LF 12" HDPE
@ 1.00% SLOPE
26 LF 12" HDPE
@ 4.42% SLOPE
6 LF 24" HDPE
@ 0.00% SLOPE
26 LF 12" HDPE
@ 1.00% SLOPE
20 LF 12" HDPE
@ 1.00% SLOPE
CURB INLET #3
TBC=06.05
FG=05.60
DRY WELL
ISOLATOR ROW
SSSSSSSSGRADING PLAN
SOUTH TOWNE SQUARE
2880 Technology Blvd. W.
Bozeman, MT 59718
Phone: (406) 587-0721
Fax: (406) 922-6702
SHEET NUMBER
PROJECT NUMBER
DRAWING NUMBER
DRAWN BY:
CHK'D. BY:
APPR. BY:
DATE:
Q.A. REVIEW
DATE:
BY:
COPYRIGHT MORRISON-MAIERLE, INC.,2012
VERIFY SCALE!
THESE PRINTS MAY BE
REDUCED. LINE BELOW
MEASURES ONE INCH ON
ORIGINAL DRAWING.
MODIFY SCALE ACCORDINGLY!
REVISIONS
DATEDESCRIPTIONNO.BY
N:\5063\002\ACAD\FinalSitePlan\GRADINGPLAN.dwg Plotted by jim ullman on Aug/6/2012
5063.002
5
C4.0
BOZEMAN MT
CJF
MGH
MGH
07/2012
T
CATCH CURB
SPILL CURB
TRANSITION
CURB (T)
LEGEND NOTES
1.ALL STORM DRAIN MANHOLES SHALL BE 48-INCH DIAMETER, CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS.
0$1+2/(6,1',&$7,1*³5,0 ´6+$//+$9(62/,'&29(567+26(,1',&$7,1*³*5$7( ´6+$//+$9(6/277('
*5$7(' &29(56$1'7+26(,1',&$7,1*³7%& ´6+$//+$9(&85%,1/(77<3(6/277('&29(56
2.ALL STORM DRAIN INLETS SHALL BE 36-INCH DIAMETER, CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAIL
#02720-1.
3.DETENTION POND (UNDERGROUND STORAGE):
- BASE ELEV. MODULES = 00.60 (LEVEL)
- MAX. SUBGRADE ELEV. = 00.00
- 10-YR WSEL = 03.50
- 10-YR STORAGE VOLUME(MIN) = 979 C.U. FT.
SEE SHEET C7.1 FOR UNDERGROUND STORAGE DETAILS
4.SPOT ELEVATIONS ALONG CURB LINES AND SIDEWALK EDGES ARE TOP BACK OF CURB (TBC) AND TOP OF SIDEWALK
ELEVATIONS. SUBTRACT 0.50' (SPILL CURB) OR 0.37' (CATCH CURB) TO OBTAIN EDGE OF GUTTER (EG) ELEVATION AT
THE ASPHALT/GUTTER LINE.
DRY WELL NOTES
1.EXCAVATE A 15' SQUARE BASE AREA CENTERED ON THE DRY WELL. PLACE NON-WOVEN GEOTEXTILE FABRIC IN
7+(%27720$1'6,'(62)7+((;&$9$7,21$1',167$//7+('5<:(//%$&.),//:,7+ô´72´&586+('
:$6+('$1*8/$56721(72´%(/2:),1,6+('*5$'(52&.),//6+$//%()8//<:5$33(',1*(27(;7,/(
21%277206,'(6$1'723:,7+´0,1,08029(5/$3
2.NON-WOVEN GEOTEXTILE FABRIC FOR DRY WELL SHALL BE GEOTEX 601 AS MANUFACTURED BY PROPEX
GEOSYNTHETICS AND SUPPLIED BY ROSCOE STEEL, OR ENGINEER-APPROVED EQUAL.
3.'5<:(//6+$//%(´',$0(7(5&21&5(7(:,7+)/$7723$1'6/277('%$55(/6(&7,216$6
MANUFACTURED BY ANDERSON PRECAST & SUPPLY, OR ENGINEER-APPROVED EQUAL. BASE SLAB SHALL HAVE
´72´',$0(7(523(1,1*7+528*+7+(&(17(5727$/+(,*+76+$//%()((70,1,080
4.GRADE TO DRAIN TOWARD DRY WELL INLET IN ALL DIRECTIONS. MAKE SMOOTH GRADE TRANSITIONS, WITH NO
ABRUPT GRADE CHANGES.
SAW CUT LINE
GRADE BREAK
255
SOUTH TOWNE SQUARE
901 Technology Blvd.
Bozeman, MT 59718
Phone: (406) 587-0721
Fax: (406) 587-1176
SHEET NUMBER
PROJECT NUMBER
DRAWING NUMBER
DRAWN BY:
CHK'D. BY:
APPR. BY:
DATE:
Q.A. REVIEW
DATE:
BY:
COPYRIGHT MORRISON-MAIERLE, INC.,2012
VERIFY SCALE!
THESE PRINTS MAY BE
REDUCED. LINE BELOW
MEASURES ONE INCH ON
ORIGINAL DRAWING.
MODIFY SCALE ACCORDINGLY!
REVISIONS
DATEDESCRIPTIONNO.BY
N:\5063\002\ACAD\FinalSitePlan\C5.0-C5.1_Details.dwg Plotted by jim ullman on Aug/6/2012
5063.002
6
C5.0
BOZEMAN MONTANA
JAU
07/2012
SITE DETAILS
256
MIN.
6"
ô - 2 INCH CLEAN,
CRUSHED, ANGULAR STONE
SC-740 END CAP
30"
12" MIN. TYP.51"
6"
96"
MAX.
18"
MIN.
FOR UNPAVED INSTALLATION WHERE
RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24 INCHES
PAVEMENT
MIN.
WRAP ENTIRE ROCK SECTION IN
ADS 601 GEOTEXTILE OR EQUAL
CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND
SAFETY FACTORS SPECIFIED IN SECTION 12.12 OF THE
LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN
SPECIFICATIONS. LOADS SHALL BE CALCULATED IN ACCORDANCE
WITH SECTION 3 (AASHTO) AND SHALL INCLUDE H20 DESIGN TRUCK,
IMPACT FACTOR, MULTIPLE PRESENCE FACTOR, AND LANE LOAD.
SC-740 CHAMBER
6"
90.7" ACTUAL LENGTH
85.4" INSTALLED
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH)
CHAMBER STORAGE
MINIMUM INSTALLED STORAGE
WEIGHT
30.0"
51.0" x 30.0" x 85.4"
45.9 CUBIC FEET
74.9 CUBIC FEET
75 LBS.
51"
ACCEPTS 4" SCH 40 PIPE FOR
INSPECTION PORT
8"
2FT MIN.
SUMP
BED PERIMETER
TO OUTLET
CONTROL
STRUCTURE
BB
A
A
PERFORATED
UNDERDRAIN PIPE AASHTO M288 CLASS 2
NON-WOVEN GEOTEXTILE
[3,3(0,1
STONE BEDDING UNDER
DRAINAGE PIPE (PER DESIGN)
SECTION A_A
FOUNDATION STONE
BENEATH CHAMBER
STORMTECH CHAMBER
NUMBER AND
SIZE OF
UNDERDRAINS
PER ENGINEER
DESIGN STORMTECH CHAMBER
PERFORATED
UNDERDRAIN PIPE
AASHTO M288 CLASS 2
NON-WOVEN GEOTEXTILE
[3,3(0,1
STONE BEDDING UNDER
DRAINAGE PIPE (PER DESIGN)
SECTION B_B
FOUNDATION STONE
BENEATH CHAMBER
STORMTECH LLC ("STORMTECH") REQUIRES INSTALLING
CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S
LATEST INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING
SYSTEM INSTALLATION.
OUR TECHNICAL SERVICES DEPARTMENT OFFERS
INSTALLATION CONSULTATIONS TO INSTALLING
CONTRACTORS. CONTACT OUR TECHNICAL SERVICES
REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM
INSTALLATION TO ARRANGE A PRE-INSTALLATION
CONSULTATION. OUR REPRESENTATIVES CAN THEN
ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE
STORMTECH CHAMBER SYSTEM AND INFORM THE
INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION
REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S
CONSTRUCTION. CALL 1-888-892-2694 TO SPEAK TO A
TECHNICAL SERVICE REPRESENTATIVE OR VISIT
WWW.STORMTECH.COM TO RECEIVE A COPY OF OUR
INSTALLATION INSTRUCTIONS.
STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH
PAVEMENT DESIGN (ASPHALT, CONCRETE PAVERS, ETC.):
MINIMUM COVER IS 18 INCHES NOT INCLUDING PAVEMENT;
MAXIMUM COVER IS 96 INCHES INCLUDING PAVEMENT. FOR
INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE
RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED
COVER IS 24 INCHES, MAXIMUM COVER IS 96 INCHES.
THE CONTRACTOR MUST REPORT ANY DISCREPANCIES
WITH CHAMBER FOUNDATION MATERIALS BEARING
CAPACITIES TO THE DESIGN ENGINEER.
AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE (FILTER
FABRIC) MUST BE USED AS INDICATED IN THE PROJECT
PLANS.
STONE PLACEMENT BETWEEN CHAMBERS ROWS AND
AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS
INDICATED IN THE MOST CURRENT VERSION OF
STORMTECH'S INSTALLATION INSTRUCTIONS.
BACKFILLING OVER THE CHAMBERS MUST FOLLOW
REQUIREMENTS AS INDICATED IN THE MOST CURRENT
VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS.
THE CONTRACTOR MUST REFER TO STORMTECH'S
INSTALLATION INSTRUCTIONS FOR A TABLE OF
ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF
COVER. THIS INFORMATION IS ALSO AVAILABLE AT
STORMTECH'S WEBSITE: WWW.STORMTECH.COM. THE
CONTRACTOR IS RESPONSIBLE FOR PREVENTING
VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS
FROM TRAVELING ACROSS OR PARKING OVER THE
STORMWATER SYSTEM. TEMPORARY FENCING, WARNING
TAPE AND APPROPRIATELY LOCATED SIGNS ARE
COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES
FROM ENTERING SENSITIVE CONSTRUCTION AREAS.
THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT
CONTROL MEASURES TO PROTECT THE STORMWATER
SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER
LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS.
STORMTECH PRODUCT WARRANTY IS LIMITED. SEE
CURRENT PRODUCT WARRANTY FOR DETAILS. TO
ACQUIRE A COPY CALL STORMTECH AT 1-888-892-2694 OR
VISIT WWW.STORMTECH.COM.
CHAMBER SYSTEM DESIGN MUST BE IN ACCORDANCE
WITH STORMTECH DESIGN MANUAL.
6.
7.
8.
9.
10.
STORMTECH GENERAL NOTES
11.
1.
2.
3.
4.
5.
SOUTH TOWNE SQUARE
901 Technology Blvd.
Bozeman, MT 59718
Phone: (406) 587-0721
Fax: (406) 587-1176
SHEET NUMBER
PROJECT NUMBER
DRAWING NUMBER
DRAWN BY:
CHK'D. BY:
APPR. BY:
DATE:
Q.A. REVIEW
DATE:
BY:
COPYRIGHT MORRISON-MAIERLE, INC.,2012
VERIFY SCALE!
THESE PRINTS MAY BE
REDUCED. LINE BELOW
MEASURES ONE INCH ON
ORIGINAL DRAWING.
MODIFY SCALE ACCORDINGLY!
REVISIONS
DATEDESCRIPTIONNO.BY
N:\5063\002\ACAD\FinalSitePlan\C5.0-C5.1_Details.dwg Plotted by jim ullman on Aug/6/2012
5063.002
7
C5.1
BOZEMAN MONTANA
JAU
07/2012
STORM TECH DETAILS
257
NEW SITE PLAN PHOTOMETRIC CALCULATIONS
SOUTH TOWNE SQUARE
FIGURE NUMBER
PROJECT NO.DRAWN BY:
CHK'D. BY:
APPR. BY:
DATE:
COPYRIGHT MORRISON-MAIERLE, INC.,2012
2880 Technology Blvd. W.
Bozeman MT 59718
Phone: (406) 587-0721
Fax: (406) 922-6702
N:\5063\002\Design Docs\Calcs\Electrical - Lighting\Photometric Calculations-NEW.dwg Plotted by jim ullman on Aug/9/2012
7/10/2012
CDZ
CDZ
JPT
BOZEMAN
PH1.0
MONTANA
5063.002
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