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HomeMy WebLinkAbout07-01-19 City Commission Packet Materials - A4. West Bozeman Ambulatory Surgery Center and Office Bldg Site Plan and CUP Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 1 of 16 `Application No. 19073 Type Site Plan and Conditional Use Permit for a 30% Height Increase Project Name West Bozeman ASC & MOB Summary A Site Plan application to allow for the construction of an approximately 63,000 square foot, three story, ambulatory surgery center and medical office shell building with associated parking, landscaping and site improvements in the Loyal Garden Subdivision, and a CUP to permit a 30% height increase to the maximum height of 38-feet. Zoning B-2 Growth Policy Community Commercial Mixed Use District Parcel Size 5.02 acres Overlay District(s) None Street Address TBD Legal Description Loyal Garden Subdivision Phase 1a, S16, T02 S, R05 E, Block 1, Lots 1, 2, & 3. Owner Bozeman Health, 915 Highland Blvd, Bozeman, MT 59715 Applicant The Noli White Group, 436 Main St., Suite 204, Franklin, TN 37064 Representative Theodore Conover, CTA, 411 E. Main St., Suite 101, Bozeman, MT 59715 Staff Planner Danielle Garber Engineer Griffin Nielsen Noticing Public Comment Period Site Posted Adjacent Owners Newspaper Legal Ad June 2 - July 1, 2019 June 2, 2019 May 31, 2019 June 2 and June 9, 2019 Advisory Boards Board Date Recommendation DRC March 13, 2019 None DRB June 12, 2019 TBD Recommendation Approval Decision Authority City Commission Date July 1, 2019 Full application and file of record: Community Development Department, 20 E. Olive St., Bozeman, MT 59715 Motion: “Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application 19073 and move to approve the West Bozeman Ambulatory Surgery Center and Medical Office Building Conditional Use Permit and Site Plan application subject to conditions and all applicable code provisions.” 179 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 2 of 16 PROJECT SUMMARY The subject parcel is located within Loyal Garden Subdivision southwest of the corner of Huffine Lane and South Cottonwood Road. The site covers three commercial lots in the subdivision. A recent subdivision exemption application was reviewed and approved to aggregate the three lots. The site is 5 acres and zoned B-2. Baxter Creek and wetlands run through an open space corridor located directly to the west of the site, Huffine Lane is to the north, a park to the south, and Cottonwood to the East. The site can be accessed from the existing Winnow Circle and an existing drive access from Cottonwood Road. The proposed site plan contains an approximately 63,000 square foot, three story, ambulatory surgery center and medical office shell building with associated parking, landscaping and site improvements. The surgery center is proposed for the first level, with shell spaces for medical offices making up the second and third levels. The proposed usable commercial open space encompasses the south main building entrance and exits and a corner plaza at the northeast high visibility street corner. A conditional use permit has been requested for an additional 30% height allowance from the maximum 38 feet for a flat roofed building. The proposed height comes to 43 feet 4 inches from grade to the roof deck. The uppermost parapet measures 45 feet. The max allowable building height with the CUP is 49 feet 4 inches. Allowed encroachments above the max height include elevator and stair penthouses and mechanical equipment screening. Departures are requested from the following standards: - Section 38.510.030.D – Parking Location along the Cottonwood Road mixed-landscaped block frontage greater than the allowed 50%. Staff supports this departure. - Section 38.520.070 – Location and design of service areas and mechanical equipment to omit landscaping from the east side of the service enclosure to allow for clear service entrances. Staff supports this departure. The DRB considered this project at their June 12, 2019 meeting and voted 4-0 to recommend approval. Board discussion included support for the building design, deviations and CUP for additional height given the site context and CUP criteria. Board members expressed support for the building location and corner public access, stating that it addresses the intersection corner well without being too unnecessary to the purpose of the building. Support was also given for the design of the site and the way parking access and circulation has been worked into the existing site constraints. CONDITIONS OF APPROVAL Please note that these conditions are in addition to any required code provisions identified in this report. Additional conditions of approval and code corrections are required and will be included with the final report provided to the Director of Community Development 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. 2. Section 38.230.110.F BMC states that the right to a use and occupancy permit is contingent upon the fulfillment of all general and special conditions imposed by the conditional use permit procedure. All of the conditions constitute restrictions running with the land use, apply and must be adhered to by the owner of the land, successors or assigns, are binding upon the owner of the land, his successors or assigns, must be consented to in writing, and must be recorded as such with the county clerk and recorder's office by the property owner prior to the issuance of any building permits, final plan approval or commencement of the conditional use. 180 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 3 of 16 3. Sections 38.230.110.I. and 38.200.030 BMC describe the process for termination/revocation of a conditional use permit approval: a) 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: 1) After having been commenced, the approved use is not actively conducted on the site for a period of two continuous calendar years; 2) Final zoning approval to reuse the property for another principal or conditional use is granted; 3) The use or development of the site is not begun within the time limits of the final site plan approval in 38.230.140. b) 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. c) 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 38.200.160. 181 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 4 of 16 Figure 1: Current Zoning Map 182 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 5 of 16 Figure 2: Proposed site plan 183 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 6 of 16 184 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 7 of 16 185 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 8 of 16 Figure 3-7: Conceptual Renderings Figure 8: Building Landscaping Detail 186 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 9 of 16 ANALYSIS AND FINDINGS Analysis and resulting recommendations 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. Plan Review, Section 38.230.100, BMC In considering applications for plan approval under this title, the Director of Community Development shall consider the following: 1. Conformance to and consistency with the City’s adopted growth policy 38.100.040 B Meets Code? Growth Policy Land Use Community Commercial Mixed Use Yes Zoning B-2, Community Business District Yes Comments: The uses are allowed within the zoning district. The property is within the City’s municipal service area. Staff finds that the project does contribute to the goals of the growth policy. 2. Conformance to this chapter, including the cessation of any current violations 38.200.160 Meets Code? Current Violations None Yes Comments: There are no current violations on the subject property 3. Conformance with all other applicable laws, ordinances, and regulations 38.100.080 Meets Code? Conflicts None Yes Condominium ownership NA NA Comments: The proposed uses of the site are consistent with the allowed uses of the B-2 district. No specific conflicts identified. Additional steps will be required including but not limited, review by the City Commission for the CUP, final plan documents and approval of 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. 4. Conformance with Plan Review for applicable permit types as specified in article 2 Section 38.230 Meets Code? Site Plan Yes Comments: The proposed building is compatible with the general pattern of development in the area. The site design provides appropriate parking and denotes proper circulation. The landscaping and non-vegetative landscape elements provide screening for the parking and circulation areas. The site plan addresses the non-motorized transportation network through the provision of direct and efficient pedestrian connections to future public sidewalks and shared use pathways. 5. Conformance with zoning provisions of article 3 38.320.100 Meets Code? Permitted uses 38.310 Medical and dental offices, clinics and centers Yes Form and intensity standards 38.320 Yes Zoning B-2 Setbacks (feet) Structures Parking / Loading Yes Front Block frontage Block Frontage Rear 10 10 Side 5 8 187 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 10 of 16 Alley NA NA Comments: The proposed setbacks meet all B-2 zone district standards and block frontage building placement requirements. Relationship to adjacent properties standards 38.520.030 (light and air access and privacy) and angled setback plane 38.360.030 Yes Applicable zone specific or overlay standards 38.330-340 NA Building Height Requirements 38.320.010-.060 Yes Lot coverage 10.7% Allowed 100% Height 45’ Allowed 49’ 4” w/ CUP Yes – w/ CUP Comments: The proposed height comes to 43 feet 4 inches from grade to the roof deck. The uppermost parapet measures 45 feet. The max allowable building height with the CUP is 49 feet 4 inches. Allowed encroachments above the max height include elevator and stair penthouses and mechanical equipment screening. See Conditional Use Permit criteria and analysis at the end of this document. General land use standards and requirements 38.350 Yes Comments: All encroachments are in conformance to standards. Yes Applicable supplemental use criteria 38.360 NA Supplemental uses/type NA NA Comments: NA Wireless facilities 38.370 NA Affordable Housing 38.380.010 NA NA Affordable housing plan NA Comments: NA 6a(1). Conformance with the community design provisions of article 4: Transportation facilities and access 38.400 Meets Code? Street vision Yes Yes Secondary access Yes Traffic Impact Study / LOS Yes Transportation grid adequate to serve site Yes Yes Comments: A TIS was required by City Engineers and was reviewed for compliance by the project engineer. Street dedication NA Yes Drive access locations and widths Yes Number of drive accesses 4 Yes Street easements NA Special Improvement Districts NA NA Comments: The site proposes 3 drive accesses off the existing Winnow Circle, and an existing right in, right out off Cottonwood Road that will be widened to comply with standards. Parking requirements of 38.540 Required parking nonresidential 214 Yes Reductions nonresidential NA Required bicycle parking (10% of required parking) 21 Provided parking off street 249 On street parking NA 6a(2). Conformance with the community design provisions of article 4: Pedestrian and vehicular ingress and egress 38.400 Meets Code? 188 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 11 of 16 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 Yes Vehicle accesses to site 4 Yes Pedestrian access location(s) Yes Site vision triangles Yes Fire lanes, curbs, signage and striping Yes 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 Yes Crosswalks Yes Curb ramps Yes Pedestrian lighting Yes Comments: The applicant is proposing parking in excess of the minimum requirements but not exceeding the allowable 125% max. Adequate connection and integration of the pedestrian and vehicular transportation systems to the systems in adjacent development and the general community Yes Access easements NA NA Dedication of right-of-way or easements necessary for pedestrian, shared use pathway and similar transportation facilities NA Comments: A public access easement has been provided where the shared use path along Cottonwood crosses inside the property line to avoid the drive access. 6a(3) Loading and Unloading areas Meets Code? Loading and unloading area requirements 38.540.080 NA Loading and unloading NA NA First Berth (min. 70 feet length, 12 feet in width and 14 feet in height) NA NA Additional Berths (min. 45 feet length) NA NA Comments: NA. No off-street loading berths are required for this use. 6b Community design and element provisions 38.410 Meets Code? Lot and block standards 38.410.040 Yes Rights of way for pedestrians alternative block delineation NA Comments: A 30-foot wide access easement with a 5-foot sidewalk divides the block and was reviewed and approved with the Loyal Garden subdivision. Provisions for utilities including efficient public services and utilities 38.410.050-060 Yes Municipal infrastructure requirements Yes Easements (City and public utility rights-of-way etc.) Yes Water, sewer, and stormwater Yes Other utilities (electric, natural gas, communications) Yes CIL of water Yes Comments: No additional CIL or water rights is required with this application per the Engineering Division. Site Surface Drainage and stormwater control 38.410.080 Yes Location, design and capacity Yes Landscaping per 38.410.080.H Yes 189 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 12 of 16 Comments: the Engineering Division reviewed the water, sewer and drainage plans and found them to be adequate. Grading 38.410.080 Yes Maximum 1:4 slope requirements met Yes Comments: See comment above 6c. Park and recreation requirements 38.420 Meets Code? Enhancement of natural environment NA Wildlife habitat or feeding area preservation NA Maintenance of public park or public open space access NA Park/Recreational area design NA Parkland Cash-in-lieu for maximum known density not to exceed 12 units/acre (ac.). NA __ ac. X __ units/ac. X 0.03 ac.= __ ac. Cash donation in-lieu(CIL) Proposed use of CIL approved, and paid NA Improvements in-lieu NA NA Comments: Parkland requirements were addressed at the time of subdivision and are not applicable to this application. 7a-c. Conformance with the project design provisions of Article 5, Compatibility, Design and Arrangement Meets Code? Compatibility with, and sensitivity to, the immediate environment of the site and the adjacent neighborhoods and other approved development relative to architectural design, building mass, neighborhood identity, landscaping, historical character, orientation of buildings on the site and visual integration Yes Block Frontage Standards 38.510 Yes Building Design 38.530 Yes Location and design of service areas and mechanical equipment 38.520.070 Yes Comments: Block frontage standards for this project are Gateway – Huffine Lane, Mixed Landscaped – Cottonwood, and Mixed Landscaped - Alpha Drive and Winnow Circle. The development is compliant with minimum block frontage standards as currently designed with a departure for parking location along Cottonwood Road. Design and arrangement of the elements of the plan (e.g., buildings, circulation, open space and landscaping, etc.) so that activities are integrated with the organizational scheme of the community, neighborhood, and other approved development and produce an efficient, functionally organized and cohesive development Yes Relationship to adjacent properties 38.520.030 Yes Non-motorized circulation and design 38.520.040 Yes Vehicular circulation and parking 38.520.050 Yes Comments: The building provides adequate circulation on the site as well as provide connectivity to adjacent properties. There is adequate connectivity to the sidewalks within the subdivision as well as the trail system to the west and shared use paths along Huffine and Cottonwood. Design and arrangement of elements of the plan (e.g., buildings circulation, open space and landscaping, etc.) in harmony with the existing natural topography, natural water bodies and water courses, existing vegetation, and to contribute to the overall aesthetic quality of the site configuration Yes Landscaping Yes 7d. Conformance with the project design provisions of Article 5, Landscaping including the enhancement of buildings, appearance of vehicular use, open Meets Code? 190 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 13 of 16 space and pedestrian area and the preservation of replacement of natural vegetation Submittal requirements for landscape plans 38.220.100 Yes Mandatory landscaping 38.550.050 Yes Yard Yes Additional screening Yes Parking lot screening Yes Interior parking lot landscape Yes Off-street loading spaces screening Yes Street frontage Yes Street median island NA Acceptable landscape materials Yes Protection of landscape areas Yes Irrigation: plan, water source, system type Yes Trees for residential adjacency Yes Performance points 23 Yes City rights-of-way and parks Yes Tree plantings for boulevard ROW, drought-resistant seed Yes Public ROW boulevard strips Yes Irrigation and maintenance provisions for ROW Yes State ROW landscaping Yes Additional Watercourse setback plantings Yes Yes Fencing and walls NA NA Comments: The landscaping plan meets minimum standards listed above. A small plaza at the northeast high visibility street corner provides decorative seating and planters. Site furniture is also provided at the south side of the building to accommodate patients entering and exiting. Usable commercial open space is provided to utilize these seating areas and a lawn directly adjacent to the south entrance. Site planning and design required 38.520 Yes Pedestrian area landscaping, including pathways and internal circulation 38.520.040 Yes Internal roadway landscaping 38.520.050 NA Open space landscaping 38.520.060 Yes Service area and mechanical equipment landscaping and screening 38.520.070 Yes - with departure Open space Yes Comments: A proposed departure to eliminate the 5-foot landscaping strip required to the east of the mechanical equipment and trash enclosure is supported by staff for improved functionality at this location for service entrances. Staff has reviewed and approved the design of the commercial usable open space. 7e. Conformance with the project design provisions of Article 5, Open Space Meets Code? Open Space Section 38.520.060 Yes Total required 2% = 4,017 square feet Total provided 5% = 5,029 square feet Comments: See open space discussion under landscaping above. 7f. Conformance with the project design provisions of Article 5, Lighting 38.570 Meets Code? Building-mounted lighting (cutoff and temperature) Yes Site lighting (supports, cutoff and temperature) Yes 191 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 14 of 16 7g. Conformance with the project design provisions of Article 5, Signage 38.560 Meets Code? Allowed (sq. ft)/building 400 SF Yes Proposed (sq. ft) 371.5 SF Comments: No signage is proposed with this application. A comprehensive sign plan will be required prior to the approval of any sign permits to allocate tenant signage. Staff comments on the publically accessible vestibule storefront were to provide a visual amenity within such as art, a mural, or creative signage to add interest to the shallow area of transparency and signal public accessibility. Bozeman Health suggested displaying art pieces for a local nonprofit, The Compassion Project. This art would not be considered signage per the code. 8a-c. Conformance with environmental and open space objectives in articles 4-6 Meets Code? Enhancement of natural environment: Integrated stormwater, LID, removal of inappropriate fill Yes Grading Yes On-site retention/detention Yes Comments: Project meets requirements. Drainage design Yes Stormwater maintenance plan 38.410.030.A Yes Stormwater feature: landscaping amenity, native species, curvilinear, 75% live vegetation Yes Comments: Existing stormwater ponds exist in the manmade wetland to the west that were reviewed and approved with the Loyal Garden Subdivisions. All stormwater facilities have been reviewed for compliance by Engineering and Planning staff. Watercourse and wetland protections and associated wildlife habitats Yes If the development is adjacent to an existing or approved public park or public open space area, have provisions been made in the plan to avoid interfering with public access to and use of that area Yes Comments: The project is meeting watercourse setback design and landscaping. Drainage was reviewed by the Engineering Division. 9. Conformance with the natural resource protection provisions of articles 4-6 Meets Code? Watercourse setback 38.410.100 Yes Watercourse setback planting plan Yes Floodplain regulations 38.600 Yes Wetland regulations 38.610 Yes Comments: The project is meeting watercourse setback design and landscaping. 10. Other related matters, including relevant comment from affected parties 38.220 Meets Code? Public Comment Yes Yes Comments: A public notice period was executed as per Section 38.220.420. Details regarding dates the noticing requirements were conducted can be found on page 1 of this staff report. No public comment has been received as of the writing of this report. 11. 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 Are the subject of reciprocal and perpetual easements or other agreements to which the Meets Code? Minimum light trespass at property line Yes Comments: The proposed building mounted lighting meets standards. Parking lot lighting meets standards. 192 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 15 of 16 City is a party so that the sale of individual lots will not cause one or more elements of the development to become nonconforming. 38.410.060 Subdivision exemption NA NA Required Easements NA NA Reciprocal access and shared parking easement NA NA Mutual access easement and agreement NA NA Comments: A recently approved subdivision exemption aggregated all lots for this site. 12. Phasing of development 38.230.020.B including buildings and infrastructure Meets Code? Phasing No # of phases 1 Yes Conditional Use Permit Review Criteria, Section 38.230.110, BMC. In addition to the review criteria of 38.230.100, the review authority shall in approving a conditional use permit, determine favorably the criteria in the table below. Section 38.230.110.E Additional review criteria for Special Use Permits Found favorable 1. 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 relate such use with the land and uses in the vicinity. Yes Comments: Staff has found the site is adequate for the proposed medical office building use at the requested 30% height increase. The applicant has made good use of the 5-acre lot by utilizing existing drive accesses and local streets. More than adequate parking has been provided. There is a large swath of open space that separates the proposed use and the residential apartments to the west, and all required setbacks and watercourse setbacks have been adhered to. Commercial open space is also proposed at the northeast corner of the building and to the south of the parking lot entrance. 2. 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. Yes Comments: No evidence of the proposed use was found to have negative or adverse effects on abutting properties. The building is sited as far away as possible from the adjacent residential use, tucked up to the high profile intersection of Huffine Lane and South Cottonwood Road. Large public rights of way abut the proposed building with the 120-foot south cottonwood ROW, and the 150-foot Huffine Lane ROW. Across Cottonwood to the east is a high traffic retail use and gas station, Town Pump. Across Huffine to the north is the Billion Auto PUD and car dealerships. A R-4 high-density residential development is built to the west with three story 38-foot apartment buildings along Huffine. 3. Additional conditions stated in the approval are deemed necessary to protect the public health, safety and general welfare. Yes 193 Staff Report West Bozeman ASC & MOB Site Plan & CUP Application 19073 June 20, 2019 Page 16 of 16 Comments: See page 2 of this staff report for conditions of approval. APPENDIX A –PROJECT SITE ZONING AND GROWTH POLICY Zoning Designation and Land Uses: The subject property is zoned B-2 (Community Business District). The intent of the B-2 community business district is to provide for a broad range of mutually supportive retail and service functions located in clustered areas bordered on one or more sides by limited access arterial streets. Multi-household dwellings, townhouses, and apartments are allowed as a secondary use due to their complementary nature and ability to enhance the walkability of these districts. Design standards emphasizing pedestrian oriented design are important elements of this district. Use of this zone is appropriate for arterial corridors, commercial nodes, and/or areas served by transit. Adopted Growth Policy Designation: The property is designated as “Community Commercial Mixed Use” in the Bozeman Community Plan. Community Commercial Mixed Use has several elements with which this project complies including the intent that activities within this land 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. APPENDIX B - NOTICING AND PUBLIC COMMENT Noticing has been provided pursuant to Section 38.220.420, BMC in advance of the City Commission hearing. No public comment has been received for this application. If public comment is received prior to the City Commission public hearing, it will be forwarded to the City Commission members. ATTACHMENTS The full application and file of record can be viewed at the Community Development Department at 20 E. Olive Street, Bozeman, MT 59715. A project summary, copy of the public notice, and a plan set can be found online at http://weblink.bozeman.net/WebLink8/0/fol/175221/Row1.aspx Project Documents Civil Plans Landscaping Plans Architecture Plans 194 A1 DEVELOPMENT REVIEW APPLICATION PROJECT IMAGE PROJECT INFORMATION Project name: Project type(s): Description: Street address: Zip code: Zoning: Gross lot area: Block frontage: Number of buildings: Type and Number of dwellings: Non-residential building size(s): (in stories) Non-residential building height(s): Number of parking spaces: Afordable housing (Y/N): Cash in lieu of parkland (Y/N): VICINITY MAP CITY USE ONLY Submittal date: Application fle number: Planner: DRC required (Y/N): Revision Date: Development Review Application A1 Page 1 of 3 Revision Date: 5.16.18 REQUIRED FORMS: Varies by project type, PLS 195 DEVELOPMENT REVIEW APPLICATION 1. PROPERTY OWNER Name: Full address (with zip code): Phone: Email: 2. APPLICANT Name: Full address (with zip code): Phone: Email: 3. REPRESENTATIVE Name: Full address (with zip code): Phone: Email: 4. SPECIAL DISTRICTS Overlay District: Neighborhood Conservation None Urban Renewal District: Downtown North 7th Avenue Northeast North Park None 5. CERTIFICATIONS AND SIGNATURES This application must be signed by both the applicant(s) and the property owner(s) (if diferent) 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. Certifcation 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 fnal plan may result in delays of occupancy or costs to correct noncompliance. continued on next page Development Review Application A1 Page 2 of 3 Revision Date: 5.16.18 REQUIRED FORMS: Varies by project type, PLS 196 MICHAEL NOLI Digitally signed by MICHAEL NOLI Date: 2019.02.08 10:36:14 -06'00' Michael Noli 197 CUP Conditional Use Permit Required Materials CUP Page 1 of 2 Revision Date 1-8-19 Required Forms: A1, N1, SP and SP1 (if new construction) Other Requirement Forms: PLS CONDITIONAL USE PERMIT REQUIRED MATERIALS APPLICATION SETS 3 total sets are required that include 1 copy of every item below bound or folded into 8½ x 11 or 8½ x 14 sets Complete and signed development review application form A1 Plan sets that include all conditional use permit checklist items below unless otherwise provided in another application type Only If new building construction, plan sets that include all required items listed on the site plan checklist forms SP and SP1 Standard application sets required plan sizes: 2 sets that include full size 24 x 36 inch plans 1set that include 11 x 17 inch plans 2-digital versions of all materials (JPEG or PDF) on separate CD-ROMs or USB drives. Individual files must be provided at 5MB or less in size. Files shall be named according to naming protocol. Notes: All plans must be drawn to scale on paper not smaller than 8½ x 11 inches or larger than 24 x 36 inches. The name of the project must be shown on the cover sheet of the plans. If 3-ring binders will be used, they must include a table of contents and tabbed dividers between sections. Plans that are rolled or not bound into sets will not be accepted. NOTICING MATERIALS Completed and signed property adjoiners certificate form N1 and materials APPLICATION FEE Base fee $1,594 Additional application fees may apply if new construction. Application types and fees are cumulative. CONDITIONAL USE PERMIT CHECKLIST 1. Project Narrative providing a thorough description of what uses are being proposed and how they will function on the site and including detailed responses to the following: a. Response to the requirement that requires 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 property relate such use with the land and uses in the vicinity; b. Response to the requirement 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; and c. Response to the requirement of any special conditions of approval necessary to protect the public health, safety and general welfare. 2. Location/vicinity map, including area within one-half mile of the site. 3. Site plan with north arrow showing property dimensions, location of buildings, parking, driveways, off street loading, landscaping, location of utilities, access, pedestrian facilities, and use location. Suggested scale of 1 inch to 20 feet, but not less than 1 inch to 100 feet. 4. Floor plans showing floor layout including square footage and proposed use for each room and area within the building. Suggested scale of ¼ to one foot. 5. For alcohol production sales and serving and gaming uses the floor plan shall show complete floor layout of restaurant with production/manufacturing/kitchen uses, gaming area and restaurant serving areas (seating) by location and square footage. 6. Parking calculations for all uses, including detailed calculations of deductions, if proposed. 198 Conditional Use Permit Required Materials CUP Page 2 of 2 Revision Date 1-8-19 Required Forms: A1, N1, SP and SP1 (if new construction) Recommended Forms: Required Forms: 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 199 SP Site Plan Required Materials SP Page 1 of 1 Revision Date 1-8-19 Required Forms: A1, SP1, N1 Recommended Forms: Presentation of submitted plans and specifications SITE PLAN REQUIRED MATERIALS APPLICATION SETS 2 total sets of application documents that include a copy of each item listed below, bound or folded into 8½ x 11 or 8½ x 14 sets. Complete and signed development review application form A1. Plan sets that include all required items listed on the site plan checklist form SP1. If demolition, checklist items in form DEM Standard sizes and number of plan sets required: 2 sets that include full size 24 x 36 inch plans 1 set that include 11 x 17 inch plans 2-digital versions of all materials (JPEG or PDF) on separate CD -ROMs or USB drives. Individual files must be provided at 5MB or less in size. **Files shall be named according to naming protocol (See PLS Form)** Notes: All plans must be drawn to scale on paper not smaller than 8½ x 11 inches or larger than 24 x 36 inches. The name of the project must be shown on the cover sheet of the plans. If 3 -ring binders will be used, they must include a table of contents and tabbed dividers between sections. Plans that are rolled or not bound into sets will not be accepted. NOTICING MATERIALS Completed and signed property adjoiners certificate form N1 and materials. APPLICATION FEE Base fee $2,278 If includes dwellings add: $118 per dwelling unit If includes nonresidential uses add: $542 per 1000 square feet of nonresidential gross building area up to 30,000 square feet. $255 per 1000 square feet of non residential gross building area over initial 30,000 square feet unless proposed building is four or more stories. If the proposed building is four or more stories in height, use $102 per 1000 square feet of nonresidential gross building area over initial 30,000 square feet. If deviation add: $234 per deviation Application types and fees are cumulative. 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 200 SP1 SITE PLAN CHECKLIST SITE PLAN REQUIREMENTS ALL INFORMATION AND ITEMS BELOW MUST BE ON SITE PLAN SHEETS AND NOT PRESENTED ON SEPARATE ATTACHMENTS EXCEPT 1, 47, 77, 78, 79, 82, 83 AND STORMWATER, SEWER, WATER AND WETLAND REPORTS, IF PROVIDED. GENERAL INFORMATION 1. Project narrative describing the project type, proposed use scope, size (dwellings, building size(s), building height(s), number of buildings, number of total parking spaces) intent, and phasing, if applicable. The narrative must include a response to the City’s conceptual review comments. 2. Name of project/development. 3. Name and mailing address of developer and owner. 4. Name and mailing address of engineer, architect, landscape architect, planner, etc. 5. Location of project/development by street address/legal description. 6. Location/vicinity map, including area within one-half mile of the site. 7. A construction route map showing how materials and heavy equipment will travel to and from the site. 8. Location, percentage of parcel(s) and total site, and square footage of the following: a. Existing and proposed buildings and structures. b. Driveway circulation and parking areas. c. Landscaped areas. d. Private open space, provide boundary/ies and dimensions of each space provided (if residential requirement) on plans or separate exhibit. Provide a summary total types of dwelling units and total open space required and provided. e. City Parks. f. Other public lands (school sites, public access greenway corridors, trail corridors). SITE PLAN GENERAL 9. Boundary line of property with dimensions. 10. Date of plan preparation and changes. 11. North point indicator. 12. Suggested scale of 1 inch to 20 feet, but not less than 1 inch to 100 feet. 13. Parcel size(s) in gross acres and square feet. 14. Estimated total floor area and estimated ratio of floor area to lot size (floor area ratio, FAR), with a breakdown by land use. 15. Total number (with number of bedrooms), type and density per type of dwellings, and total new and gross residential density and density per residential parcel. The density per parcel must be presented as net residential density per Section 38.700.130 BMC. Site Plan Checklist SP1 Page 1 of 6 Revision Date: 5.16.18 REQUIRED FORMS:A1, SP, N1, PLS, DEM (if demolition), WR (if wetlands), AH (if affordable housing)201 SITE PLAN CHECKLIST SITE PLAN DETAILS THE LOCATION, IDENTIFICATION AND DIMENSIONS OF THE FOLLOWING EXISTING AND PROPOSED DATA, ONSITE AND TO A DISTANCE OF 100 FEET (200 FEET FOR PUD’S) OUTSIDE THE SITE BOUNDARY, EXCLUSIVE OF PUBLIC RIGHTS-OF-WAY UNLESS OTHERWISE STATED. 16. Topographic contours at a minimum interval of 2 feet, or as determined by the Director. 17. Location of City limit boundaries, and boundaries of Gallatin County’s Bozeman Area Zoning Jurisdiction, within or near the development. 18. Existing zoning within 200 feet of the site. 19. Adjacent streets and street rights-of-way to a distance of 150 feet, except for sites adjacent to major arterial streets where the distances shall be 200 feet. The full width of the street including curb, gutter, sidewalk, drive approaches, intersections and street lighting must be shown for both sides of the street. 20. Block frontages. 21. On site streets and rights-of-way. Including curb gutter, sidewalks, and street lights. 22. Ingress and egress points. 23. Traffic flow on site. 24. Traffic flow off site. 25. All parking facilities, including circulation aisles, access drives, covered and uncovered bicycle parking and bicycle rack type and detail, compact spaces, ADA accessible spaces and motorcycle parking, on-street parking (delineated by a 24’ long under interrupted space(s) directly adjacent to the project site outside of site vision triangles and hydrant locations), number of employee and non-employee parking spaces, existing and proposed, and total square footage of each. 26. Setbacks, building footprint and any proposed encroachments. Any setback or property line encroachments must be clearly shown and be noted with encroachment type e.g. awning, weather protection, cantilever, lighting, eave, etc. 27. Utilities and utility rights of way and easements existing and proposed, including: a. Electric. b. Natural Gas. c. Telephone, cable and similar utilities. d. Water. e. Sewer (sanitary, treated effluent and storm). 28. Surface water, including: a. Ponds, streams and irrigation ditches (include classifications be based upon a determination of the Gallatin Conservation District; note classification of each feature on plans). b. Watercourses, water bodies and wetlands (include classifications based upon a determination of the Gallatin Conservation District, Army Corps of Engineers, or Wetland Delineation Report; note classification of each feature on plans). c. Floodplains as designated on the Federal Insurance Rate Map or that may otherwise be identified as lying within a 100 year floodplain through additional floodplain delineation, engineering analysis, topographic survey or other objective and factual basis. d. A floodplain analysis report in compliance with Article. 29. Grading and drainage plan, including provisions for on-site retention/detention and water quality improvement facilities as required by the Engineering Division, or in compliance with B.M.C. Section 14 storm drainage ordinance and best management practices manual adopted by the City. All surface stormwater facilities must demonstrate compliance with Section 38.410.080 BMC including providing cross sections for each facility. Site Plan Checklist SP1 Page 2 of 6 Revision Date: 5.16.18 REQUIRED FORMS:A1, SP, N1, PLS, DEM (if demolition), WR (if wetlands), AH (if affordable housing)202 SITE PLAN CHECKLIST 30. All drainageways, streets, arroyos, dry gullies, diversion ditches, spillways, reservoirs, etc. which may be incorporated into the storm drainage system for the property shall be designated: a. The name of the drainageway (where appropriate). b. The downstream conditions (developed available drainageways, etc.). c. Any downstream restrictions. 31. Significant rock outcroppings, slopes of greater than 15 percent or other significant topographic features. 32. Sidewalks, walkways, driveways, crosswalks, loading areas and docks, bikeways, including typical details and interrelationships with vehicular circulation system, indicating proposed treatment of points of conflict. 33. Provision for handicapped accessibility, including but not limited to, wheelchair ramps, parking spaces, handrails and curb cuts, including signage and construction details and the applicant’s certification of ADA compliance. A certification block must be provided on the plan sheets. 34. Fences, walls, railings and handrails, including typical details. 35. Permanent trash enclosure and refuse collection areas, including typical details and elevations. 36. Construction management plan include exterior construction period material staging, spoils location and construction trash enclosure location(s). A trash container type must be provided and detailed (40 yard roll off, fenced enclosure, etc.). If spoils storage is proposed a timeline for removal must be provided. 37. Curb, asphalt section and drive approach construction details. 38. Location and extent of snow storage areas. 39. Location and extent of street vision triangles extended to center of right of way including adjacent street intersections and all alley and driveway access points. 40. Unique natural features, significant wildlife areas and vegetative cover, including existing trees and shrubs having a diameter greater than 2.5 inches, by species. 41. Historic, cultural and archaeological resources, describe and map any designated historic structures or districts, and archaeological or cultural sites. 42. Major public facilities, including schools, parks, shared use pathways, trails, etc. within a distance of 200 feet. PARKLAND AND AFFORDABLE HOUSING 43. If residential, provide the required parkland for the development, including calculations per Section 38.420 BMC (Park and Recreation Requirements) in a table format, see table format in the PLS document. 44. If cash in lieu is proposed, a thorough calculation including the base requirement and any net based upon maximum density, narrative addressing the findings the City must make to grant cash in lieu, and the appraisal must be provided to make the request per Section 38.420.030 BMC, unless using city valuation. 45. If parkland is proposed a park plan shall be submitted consistent with Section 38.220.060.A.16 BMC. 46. Source and amount of parkland credit to be used if previously provided. If from a subdivision confirm amount provided and detailed phase information as required in table format outlined in the PLS document. 47. Describe how the site plan will satisfy any requirements of Section 38.380, BMC (Affordable Housing) which have either been established for that lot(s) through the subdivision process or if no subdivision has previously occurred are applicable to a site plan. The description shall be of adequate detail to clearly identify those lots and dwellings designated as subject to the section’s compliance requirements and to make the obligations placed on the affected lots and dwellings readily understandable. If affordable housing is not being provided place that statement on the site plan sheets with the site data in item 8. 48. If affordable housing is provided, or cash in lieu is proposed use form AH. Site Plan Checklist SP1 Page 3 of 6 Revision Date: 5.16.18 REQUIRED FORMS:A1, SP, N1, PLS, DEM (if demolition), WR (if wetlands), AH (if affordable housing)203 SITE PLAN CHECKLIST Site Plan Checklist SP1 Page 4 of 6 Revision Date: 5.16.18 REQUIRED FORMS:A1, SP, N1, PLS, DEM (if demolition), WR (if wetlands), AH (if affordable housing) LIGHTING DETAILS 49. Lighting plan and electrical site plan, complete with all structures, parking spaces, building entrances, traffic areas (both vehicular and pedestrian), vegetation that might interfere with lighting, and adjacent uses, containing a layout of all proposed fixtures by location and type. 50. A photometric lighting plan that contains a layout of all proposed fixtures by location and type and extends the photometric information to the property boundaries and rights of way. For fueling canopies a second photometric plan is required to specifically analyze the light output underneath the drip line of the fuel canopy. 51. Details for all proposed exterior fixtures that are keyed to the fixtures noted in the lighting electrical plan and the photometric lighting plan. The detail must demonstrate compliance with full cut-off requirements in Section 38.570 BMC and be located on the lighting plan sheets. BUILDING DESIGN AND SIGNAGE 52. Front, rear and side elevations of all buildings, structures, fences and walls with height dimensions and roof pitches. Show open stairways, exterior lighting, weather protection, awnings and other projections from exterior building walls. Building elevations must include proposed exterior building materials, windows and doors including a color and material palette for all proposed features keyed to the building elevations. 53. Provide transparency calculations for any elevation that faces a street and is a block frontage. Provide minimum and maximum height of transparency from grade. Provide area of transparency and percentage in relation to total facade. 54. Provide elevations and details of all ground mounted and rooftop mechanical screening. 55. Floorplans that include all floors and roof plan. Annotate/designate uses for all rooms and areas. Seating/serving area layout required for all restaurants. 56. Exterior signs if applicable. Include building frontage dimension(s) and maximum sign area calculation, provide sign dimensions and square footage of each. Note — The review of signs in conjunction with this application is only review for sign area compliance with Section 38.560 BMC (Signs). A sign permit must be obtained from the Building Division prior to erection of any and all signs, addition design guidelines apply for signs within zoning Overlay Districts. LANDSCAPE PLAN A SEPARATE LANDSCAPE PLAN SHALL BE SUBMITTED AS PART OF THE SITE PLAN APPLICATION UNLESS THE REQUIRED LANDSCAPE INFORMATION CAN BE INCLUDED IN A CLEAR AND UNCLUTTERED MANNER ON A SITE PLAN WITH A SCALE WHERE ONE INCH EQUALS 20 FEET. ALL INFORMATION MUST BE ON PLAN SHEETS. 57. Project name, street address, and lot and block description. 58. Date, scale, north arrow, and the names, addresses, and telephone numbers of both the property owner and the person preparing the plan. Plan preparer shall be a state registered landscape architect; an individual with a degree in landscape design and two years of professional design experience in the state; or an individual with a degree in a related field (horticulture, botany, plant science, etc.) and at least five years of professional landscape design experience, of which two years have been in the state. 59. Location of existing boundary lines and dimensions of the lot. 60. Existing and proposed grade that complies with maximum allowable slope and grade. 61. Approximate centerlines of existing watercourses, required watercourse setbacks, and the location of any 100-year floodplain; the approximate location of significant drainage features; and the location and size of existing and proposed streets and alleys, utility easements, utility lines, driveways and sidewalks on the lot and/or adjacent to the lot. 62. Location of all pavement, curbs, sidewalks and gutters. 204 SITE PLAN CHECKLIST Site Plan Checklist SP1 Page 5 of 6 Revision Date: 5.16.18 REQUIRED FORMS:A1, SP, N1, PLS, DEM (if demolition), WR (if wetlands), AH (if affordable housing) 63. Show location of existing and/or proposed drainage facilities which are to be used for drainage control including proposed landscaping and seeding as required by Section 38.410.080.H BMC. 64. Location and extent of snow storage areas. 65. Location and extent of street vision triangles, extended to the center of right of way. 66. Complete landscape legend providing a description of plant materials shown on the plan, including typical symbols, names (common and botanical name), locations, quantities, container or caliper sizes at installation, heights, spread and spacing and identification of drought tolerant and/or native and adapted species. The location and type of all existing trees on the lot over 6 inches in caliper must be specifically indicated. 67. Size of planting at the time of installation and at maturity. 68. Complete illustration of landscaping and screening to be provided in or near off-street parking and loading areas, including information as to the amount (in square feet) of landscape area to be provided internal to parking areas and the number and location of required off-street parking and loading spaces. 69. Street frontage landscaping, including boulevard details and tree grate details as applicable based upon block frontage. 70. Locations and dimensions of proposed landscape buffer strips, including watercourse buffer zones demonstrating compliance with watercourse setback planting plan requirements per Section 38.410.100.A.2.F BMC unless previously provided during subdivision review. 71. Location, height and material of proposed landscape screening and fencing (with berms to be delineated by one foot contours). 72. An indication of how existing healthy trees (if any) are to be retained and protected from damage during construction. 73. Size, height, location and material of proposed seating, lighting, planters, sculptures, and water features. 74. A description of proposed watering methods including any use of high efficiency irrigation technologies and best practice, source of irrigation water and estimated amount of water consumption broken down by vegetation type (e.g. turf, shrubs, trees) and total estimated water consumption. 75. Areas to be irrigated and type of proposed irrigation and the irrigation system design plan. 76. Tabulation of performance points earned by the plan per Section 38.550.060 BMC. STREETS AND TRAFFIC 77. Traffic study. Street, traffic, and access information required in Section 38.220.060.A.12 BMC or that the requirement is waived in writing by the Engineering Division prior to application submittal. WATER AND WATER RIGHTS 78. Water rights information. If cash in lieu is proposed a cash in lieu of water rights calculation and payment amount certified by the Engineering Division. 79. If water wells are proposed, a letter from the Department of Natural Resources confirming their intent to issue a permit or exemption. DEVIATIONS 80. Either through the site plan requirement above or separate exhibit clearly show any proposed deviations related to site requirements such as yards/setbacks, lot coverage, parking or other applicable standards. 81. Either through the building elevation requirement above or separate exhibit clearly show any proposed deviations related to building construction such as height, second story additions, or other applicable standards. 205 SITE PLAN CHECKLIST Site Plan Checklist SP1 Page 6 of 6 Revision Date: 5.16.18 REQUIRED FORMS:A1, SP, N1, PLS, DEM (if demolition), WR (if wetlands), AH (if affordable housing) 82. For deviations in the Neighborhood Conservation Overlay a deviation narrative shall be provided stating which Section(s) of the Bozeman Municipal Code are proposed for deviation, to what extent and include a response to the following: a. How the modification is more historically appropriate for the building and site in question and the adjacent properties, as determined in Section 38.340.050 BMC than would be achieved under a literal enforcement of this chapter (Chapter 38, BMC); b. How the modifications will have minimal adverse effect on abutting properties or the permitted uses thereof; and c. How the modifications will assure the protection of the public health, safety and general welfare. d. How the requested deviation will encourage restoration and rehabilitation activity that will contribute to the overall historic character of the community. If more than one deviation, a response to the criteria shall be provided for each deviation. DEPARTURES 83. For departures, a departure narrative must be provided stating which Section(s) of the Bozeman Municipal Code are proposed for departure, the scope and extent of the plan proposed for departure and a response to the required departure criteria. If more than one departure, a summary and response to the criteria must be provided for each departure. 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 206 February 12, 2019 Adjoining Property Owners List for the West Bozeman ASC & MOB Adjoiners (Not Contiguous): 1. MOUNT BALDY CONDOMINIUMS, LLC 1443 PLEASANT LAKE RD ANNAPOLIS, MO 21409 2. WEPPLER, LANCE L AND REBECCA CRENER 12844 PROTNELL RD BOZEMAN, MT 59718-7362 3. CITY OF BOZEMAN PO BOX 1230 BOZEMAN, MT 59771 4. FIRST SECURITY BANK PO BOX 910 COS PARCEL BOZEMAN, MT 59771-0910 5. JC BILLON AUTO PLAZA PROPERTY OWNER ASSOCIATION, INC 270 AUTOMOTIVE AVE. BOZEMAN, MT 59718 6. MAJOR BRANDS DISTRIBUTING CO INC PO BOX 6000 BUTTE, MT 59702-6000 7. WALLACE, ROBERT H AND MARRY M 4801 ALPHA DR BOZEMAN, MT 59718-9272 8. PHASE 2 LLC 10813 LOCKMEADE CT GREAT FALLS, VA 22066 9. SEVEN OX SEVEN LLC 2149 DURSTON RD #31 BOZEMAN, MT 59718-27040 207 February 12, 2019 10. PARK STREET HOLDINGS LLC 600 S MAIN ST BUTTE, MT 59701-2534 11. SONNICHSEN, MATTHEW S. AND JENIFER S. 4818 GOLDEN GATE AVE BOZEMAN, MT 59718-9273 12. GOLDEN GATE PROPERTIES LLC 2149 W DURSTON RD #31 BOZEMAN, MT 59718 208 209 WR Wetland Review Application WR Page 1 of 1 Revision Date 4-20-17 Required Forms: A1 Recommended Forms: Required Forms: WETLAND REVIEW REQUIRED MATERIALS APPLICATION SETS One set is required that include 1 copy of every item below bound or folded into 8½ x 11 or 8½ x 14 sets if the wetland review is independent of another review. If the wetland review is part of another type of application, such as a subdivision or site plan review, provide the number of sets and copies required by the primary application checklist. Complete and signed development review application form A1. Only if independent of another review. Plan sets that include all required items listed on the wetland checklist listed below. Standard application sets required plan sizes: Plans may be 24 x 36 inch or 11 x 17 inch or 8 1/2 x 11 inch in size depending on project type. Larger, more complex projects may require larger plans. STATUTE The following information must be submitted for all activities proposed in or adjacent to regulated wetland areas. Section 38.30 BMC includes the wetlands regulations for the City of Bozeman. The regulations provide specific guidelines and methods to identify whether an area is a wetland and to determine the boundary between wetlands and uplands. The city’s wetlands regulations apply to both wetlands with a direct hydrologic connections to “waters of the U.S.” and to isolated wetlands with no direct connection to a water of the U.S. and that exhibit positive wetland indicators for all three wetland parameters. APPLICATION FEE No fee required WETLAND REVIEW CHECKLIST 1. A description of the proposed activity. 2. A description of why avoidance and less damaging alternatives have been rejected, if applicable. 3. Wetland delineation report complying with the requirements of Section 38.30 BMC. 3. A site plan which shows the delineated wetland boundary, the property boundary, all existing and proposed structures, streets and hardscape including sidewalks and pathways, watercourses and drainage ways on and within 100 feet of the property. Include the date of preparation and any revisions and north point indicator. Suggested scale of 1 inch to 20 feet, but not less than 1 inch to 100 feet. The wetland boundary must be keyed to a wetland delineation report. 4. The exact locations and specifications for all proposed regulated activities and the direct and indirect impact of such activities. 5. The source, type and method of transport and disposal of any fill materials to be used, and certification that he placement of fill material will not violate any applicable state or federal statutes and regulations. 6. Copies of any Section 404 wetland permits submitted or already obtained for the site. 7. Any historical information regarding wetland permitting or mitigation on the site. 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 210 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 1 Owner: Joint venture between Bozeman Health (Property Owner) and United Surgical Partners International (USPI) Architect/Engineer: CTA, Inc. 411 East Main St., Suite 101, Bozeman, MT 59715 Project Location: West Bozeman, S Cottonwood & Huffine 5031 S Cottonwood Rd., Bozeman, MT 59718 CTA responses to City’s March Comments are in red text from 4/23/19, and CTA’s responses to City’s May Comments are in purple text from 6/3/19 Forms & Applications: CUP Conditional Use Permit Required Materials Form 1. A1 application form completed and included 2. CUP checklist items included 3. Project is new construction, forms SP & SP1 included 4. N1 form included 5. Application base fee of $1,594 6. CUP is being applied for due to proposed building height a. Three stories are need to fit the approximately 63,000sf building on the three aggregated lots and allow for setbacks/easements, parking, snow, storm, and other site amenities. b. The building is three stories to accent the high visibility corner with a larger building to respond to the scale of the intersection. The taller building is pushed to the northeast corner of the site to accent the street corner vs. located more centrally in the site with more access to parking. c. Residential buildings further west on Huffine in the Loyal Garden’s subdivision are three stories and separated from this site with a park and creek. This proposed building and site will help buffer the residential area from the busy intersection and commercial properties. Town Pump visibility from Huffine is minimally affected due to building setbacks and easements, and a three story building does not affect visibility more as compared to a two story building. d. First floor of the proposed building is 15’-4” to allow for system clearance above the Operating Rooms on 1st floor, and to give the building a prominent scale on 1st floor. Upper two floors are 14’ each since they do not require as much ceiling 211 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 2 clearance and better relates to an office space scale. These story heights push the building height above the maximum 38’ without a CUP. e. Allowable building height with a CUP= 38’ x 1.3 = 49.4’ max allowable building height with CUP. (15’-4” 1st flr) + (14’ 2nd flr) + (14’ 3rd flr) = top of proposed roof is 43’-4” above grade. Refer to North Elevation 1 on Sheet A200S in the drawing set showing building heights 7. The project use is an Ambulatory Surgery suite for outpatient surgeries, with the rest of the building medical office space. Most of 2nd and 3rd floors are shelled for now while Tenants are acquired. a. With aggregating lots 1, 2, & 3, the site is adequate for this building, use, parking, storm, generator/dumpster yard, landscaping, yards, screen walls, and other site amenities. Topography gently slopes to the north. b. The use will not have material adverse effect upon abutting property. The design is being submitted to the Loyal Garden Design Review Board per the subdivisions covenants. c. The project is designed to protect the public health, safety & general welfare 8. No alcohol production sales , serving, gaming, nor kitchen are included in this project A1 Development Review Application 1. Building 1st floor foot print is 21,411sf + 2nd floor 20,484sf = 3rd floor 21,023sf = total building area of 62,918sf 2. A Site Plan and CUP are being submitted. CUP is submitted for proposed 43’-4” building height. A CONR has previously been submitted for this project. 3. Parking calculations are shown on the drawing cover page 4. Project is not in an overlay district, not in an Urban Renewal District, and does not contain residential units SP Form 1. Application sets are being submitted per CUP form 2. N1 form completed and included 3. DEM form not included. Project includes demolition of an existing metal building warehouse, but form DEM lists required in Neighborhood Conservation Overlay District and Entryway Corridor Overlay District – which this project is not located in. Neither NCOA or CCOA are being applied for. The existing metal building is to be removed, foundations and paving demolished, and to re reclaimed per the new site plan design. 4. Application Fee is calculated below, no dwelling units included, building is 3 stories: a. $542 x 30 for initial 30,000sf = $16,260 b. $255 x 32.918 for additional 32,918sf = $8,394.09 212 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 3 c. No Deviations (although (1) departure) d. CUP base fee = $1,594 e. Total for both SP & CUP = $26,248.09 SP1 Site Plan Checklist 1. General Information – Project narrative includes City CONR review comments/responses. Project to be one phase, with future tenant improvements on 2nd & 3rd stories. 14. FAR expressed as ratio on cover. 15. No dwelling units, beds, nor overnight patient say are included in this use. 19. Huffine Line width, curb, gutter, sidewalk, drive approaches, intersections and street lighting shown on C100. 25. Parking facilities including bicycle rack called out on C100 26. Setback and encroachments shown and called out on C100 and L101. 28. Setback zone extents show on C100 and L101. 28.d. The existing plat calls out a flood plain for the culvert under Huffine Ln. This project does not affect that flood plain. CTA has not found any jurisdictions that acknowledge this as a flood plain. 29. Revised grading and drainage plan and cross sections shown on C200 C201 and C207. 31. No significant rock outcroppings or significant topographic features exist on the site 36. Construction management plan attached in Appendix. Spoils to be promptly removed from site legally. Staging to take over most of the site – except within wetlands setbacks. Staging to be phased to take over paved areas for phase 2 staging once paved, and then pave the phase 1 staging area. 40yd roll off dumpsters to be provided for each phase within construction fencing. 38. Location and extent of snow storage shown and called out on C100 and L101. 39. Location and extent of street vision triangles shown and called out on C100 and L101. 41. No historic, cultural, nor archaeological resources are known to exist on the site. 43. Parkland and Affordable Housing Not Applicable, project is not residential 49. Lighting plan and fixture cut sheets provided in full size drawings. 52. Revised 4-22-19: Exterior lighting on the building is added to building exterior elevations, is shown on photometric plan E101S, and cut sheets shown on sheet E103S. Pole mounted site lighting is included in Electrical Drawings. Gas and water meters are to the west end of the north façade, and screened with landscaping. Electrical meter to be on the inside of the generator/dumpster CMU screen walls, and not visible from the streets. Screening and meter locations called out on L302. 53. Response added 2-19-19: Transparency percentage in relation to total façade added to exterior elevation drawings. 213 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 4 56. Response added 2-19-19: This was requested in intake corrections list, Owner is providing all exterior building signage. Original CUP/Site Plan narrative text: All Building exterior signage not included in this project, nor applied for in this submittal. All new exterior signage will be handled via separate designer and separate City submittal. 61. Response added 2-19-19: Zone 1 & 2 are called out on L101. 70. Response added 2-19-19: Zone 1 & 2 are called out on L101. 72. Response added 2-19-19: Protection of existing healthy trees called on in L101 note 1. 74. Response added 2-19-19: Irrigation methods and total estimated water consumption are including in L101 note 8 and on L301 landscape legend. 75. Response added 2-19-19: Irrigation areas and irrigation system design plan is to be a performance design. Contractor to finalized design per notes called out on L101 note 8 and on L301 landscape legend. 77. A TIS is included in the appendix 78. Response revised 4-23-19: Brian Heaston sent Ted Conover the email below regarding the proposed building water usage being within the existing subdivision water allocation – and no CIL of Water Rights required for this project. From: Brian Heaston <bheaston@BOZEMAN.NET> Sent: Tuesday, April 16, 2019 3:12 PM To: Ted Conover <tedc@ctagroup.com> Subject: RE: CILWR for West Bzn ASC/MOB @ Cottonwood & Huffine Hi Ted – At long last replying to this message with the CILWR determination for West Bozeman ASC/MOB. CILWR were provided when Loyal Garden Ph 1 was platted. The original fee calculation sheet is attached along with the zoning map representing zoning at loyal garden when it was paid. The ASC/MOB project rests upon the entirety what was R-O zoned land when Phase 1 was platted. CILWR are required when the anticipated annual water demand is 1 acre-foot or more beyond the demand for which CILWR were already provided. This places the threshold for payment of CILWR at 6.43 AF + 1 AF = 7.43 AF. A detailed CILWR analysis was conducted for MOB 5 at BDH. That building anticipated demand was 6 AF/yr. It’s as comparable a facility as we have in the City, so I’m using it as a comp. Because the threshold for payment of CILWR for West Bzn ASC/MOB is above the anticipated demand for the bldg (6 AF/yr), no additional CILWR are required for the project. If you have any questions let me know. Please provide this email to Planning as confirmation that the CILWR code provision is satisfied. Best, Brian 214 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 5 83. One departure is being requested for >50% parking on the Cottonwood Frontage. A narrative is included for this departure WR Wetland Review Required Materials 1. Plan sets are included per CUP form requirements 2. A Wetlands Report is included in the appendix. Wetland areas are shown on the survey Project Summary This project consists of a new Ambulatory Surgery Center and Medical Office Building located at southwest corner of Huffine Ln & S. Cottonwood Rd in west Bozeman. United Surgical Partners International (USPI) has partnered with Bozeman Health (BH) as the Owner of this project. Bozeman Health owns the land used for this building site. Proposed building is total of 60,000sf on (3) stories, with separate medical office tenant spaces including an Ambulatory Surgery Center (ASC) on east end of 1st floor. The ASC is an outpatient surgery center with no overnight stays in the building, nor does the building provide emergency services. The use of the building is Medical Office Building, and classified as Business occupancy per IBC 2012. Building site/core/shell will be completed in one phase planned to start construction in late Spring of 2019 with future tenant improvements following. - Geotechnical Report completed by Allied Engineering - is attached - Traffic Impact Study (TIS) completed by Sanderson Stewart - is attached - Wetlands Delineation completed by Hyalite Environmental, LLP - is attached - Site Survey completed by CTA, Inc. - included with Drawings - The project is also under review of the Loyal Garden Design Review Board Existing Conditions The existing site contains a metal building on Lot 1 used as a roofing supply warehouse, and being demolished. This building, foundation, parking, fencing, and other site features to be demolished to allow for the new building and site layout. Existing Lots 2 & 3 are vacant. There are existing pathways along Cottonwood and Huffine to facilitate pedestrian traffic. The pathway along Huffine includes a wooden bridge over Baxter Creek to provide a connection to the pathway, west of the site. A paved access drive between Lots 2 & 3 with a right-in, right-out only off of Cottonwood, provides access to Winnow Circle. Topographic Survey CTA Architects Engineers completed a topographic survey of Lots 1-3. Survey is based on City of Bozeman Datum NAVD88-19.4’. A note is attached to the survey stating the basis of the survey. Flood Plain A 100-year flood plain was delineated along Baxter Creek on the Loyal Gardens plat by TD&H, dated April 26, 2007. This information was incorporated into the site plan along with the established setbacks from 215 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 6 the creek. After review of jurisdictions, this flood plain was not found. It is for the culvert under Huffine, and the flood plain is not to be modified in this project Building Codes This project will be designed for 2012 IBC for the City & 2012 NFPA, 101 LSC for the State DPHHS. 2012 IBC: Occupancy is Business Group B, and the ASC is a sub-group Ambulatory Care Facilities. 2012 NFPA 101 LSC: New Ambulatory Health Care Occupancy ASC and Business Occupancy MOB with 1hr separation. Type II(000) Construction The whole building is to be fire sprinkled and full fire alarm system. Generator to be provided for ASC tenant areas. Site Legal Property Description: Loyal Garden Subdivision Phase 1A, S16, T02 S, R05 E, Blocks 1, 2,&3. Lots 1, 2, & 3 are in the process of being aggregated together for this project due to building placement and parking needs. Lot aggregation documents are in to the City for signatures, and are included in this submittal. All three lots are designated B-2 zoning. Property Address 5031 Cottonwood Rd, Bozeman, MT, 59718. Site layout is based on aggregating all three lots, and placing the building in the northeast corner to accent Huffine & Cottonwood intersection, and to place parking on opposite side of the building from Huffine. This building siting pulls if further away from southern parking, but helps define street frontage. This project has Gateway frontage on Huffine, and Mixed Block Frontage on Cottonwood, Alpha, and Winnow Circle. This poses a challenge of not having a rear to the building. Property setbacks and easements push the building back from property lines and sidewalks. The main entry is facing south for sunlight snow melt and adjacency to parking for safe patient access. Pedestrian traffic along Huffine is not expected to drive a main entrance on the north face of the building away from parking. An electrical yard to be located west of the building to house a generator, CT cans, transformers, meters, and trash dumpster. Electrical yard to be screened to match architecture of the building and also helps to screen parking from Huffine. Full cut off site lighting cut sheet has been included in the drawings. Sewerage System Wastewater from the building will be treated by the existing off-site wastewater treatment system. No improvements to the existing off-site wastewater treatment system are proposed and it is assumed that the treatment facilities have adequate capacity. Wastewater from the building will be collected and conveyed to an existing gravity sewer main. The wastewater will be conveyed to the existing Loyal Gardens Subdivision lift station. A meeting was held with the City of Bozeman on July 24, 2018, regarding sewer capacity for the site. The City determined that the capacity in the Loyal Gardens Subdivision lift station includes allocation from these three lots. Peak sewage flow of 244 gallons is calculated if all 216 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 7 fixtures are used at the same time. This is based on estimated future TI fixture counts to be located in current shelled spaces on 2nd & 3rd floors. Water An existing public water main is located along the south side of Huffine Lane, adjacent to the proposed building. Domestic water and fire service lines will tap into the water main. Sizing of the lines will be determined per water demands for the building and the fire code. Storm Existing Development: Runoff from the southern portion of the site, south of the access drive, flows in a northwest corner of the lot. Due to the configuration of the lot, the runoff collects to a depth of approximately 6 inches before over topping and flowing into the existing storm water conveyance system. The northern portion of the site currently incorporates an existing building, a large paved parking area, storm water conveyance system and detention pond. Storm water generated by the building and associated parking area was collected with a series of catch basins and piping to convey the runoff to the detention pond. A control structure meters the release of the collected storm water into Baxter Creek. Post Development: Runoff from the southern lot is designed to flow to the west, into a detention pond. Runoff from the northern portion of the site, is collected in multiple catch basins which flow to a series of detention ponds. The ponds are linked together with storm water piping to convey the flows toward the northwest corner of the site. All of the storm water systems including piping will be sized as required by the City of Bozeman regulations. The site will be designed and graded to provide positive drainage away from the building and mechanical yard. The building downspouts will release runoff across the south and north sides of the site. A series of catch basins located on the south side of the building will collected the runoff. A swale on the north side of the building will collect the runoff and convey it to the existing detention pond. Site Circulation An existing paved access road currently incorporates a right-in/right-out turning movement at Cottonwood Road. After utilizing a vehicle turning modeling program with a semi-truck and a 53-foot trailer (WB-67), it was determined that the right-in turn required additional widening. The raised medial separator will be removed and replaced to allow access for the semi-truck. The intersection will remain a right-in and right-out. The final design will be in compliance with the City of Bozeman requirements. Fire Access The site is configured to accommodate a fire truck including driveway accesses and curb radii. Site Amenities Two outdoor seating areas are proposed with this project. A plaza space located at the building corner near the intersection of Cottonwood Road and Huffine Land will feature outdoor seating, enhanced pavement, sculpture and planters. The second outdoor seating is at the drop-off area and will consist of 217 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 8 snow melted sidewalks, seating and waste receptacles. Bicycle parking is provided per city code requirements and located at access points. Landscape The on-site landscape will be designed with regard to the surrounding landscape, street visibility, gathering areas, snow and storm water, and adjacent wetlands. The areas adjacent to the building and peripheral roadways will have a more manicured landscaped with trees, planters and lawn. Plantings will screen the parking areas from the streets. Views from building windows will be maintained by appropriate height plant material, while providing public interest. Plantings will include more drought tolerant and native perennials, shrubs, and trees. Weed barrier fabric and rock mulch and are proposed in shrub planters. Perennial planters will have organic mulch. Large open areas will be lawn to accommodate any group activities. Moving away from the roadways and building areas, the landscape will transition to a swath of meadow areas that will encompass storm water and snow storage areas and be planted with appropriate grass and forbs in amended soils to accommodate proper drainage requirements. Areas further to the west will transition to natural native grasses. This transitioning provides context, reduces maintenance requirements (mowing/weeding/watering), and provides pedestrians a diverse landscape experiences. Areas within the watercourse setback will be planted with appropriate plantings as designated in the city’s code. Deciduous street trees and lawn area are proposed in the existing lawn boulevards where none currently exists. Irrigation The more manicured landscaping (trees, planters, meadow, and lawn) will have a permanent underground irrigation system. The water source will be domestic extending from the building and metered. Planters and tree will be watered using drip irrigation tubing and emitters. Lawn areas will be watered using ‘match-precipitation-rate’ pop-up spray or gear-driven rotors, depending upon size of area. Design of the system will prevent overspray onto buildings and paved surfaces. The re-vegetated natural native grasses will not be irrigated except for establishment. The controller will be located internal of the building in a common maintenance/utility room, connected to a small weather station with wind and rain sensors. Building Design/Zoning/UDC First story to be 15’-4” floor to floor with the ORs, with upper stories 14’ floor to floor for medical office space. Two stretcher size elevators to be provided at the main lobby. A service and utility entrance is planned for the west end of the building with an adjacent screened mechanical yard. A covered drive up canopy to be provided at the main public entry. Roofs to be low slope with parapets. The project consists of a core/shell/site submittal, with future tenant improvements. Zoning of the site is B-2. UDC Table 38.310.040.B lists Medical Offices as Primary/Special uses in B-2 zoning. Table 38.320-050: 1. 100% lot coverage 2. 38’ max building height with roof <3:12 pitch. 218 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 9 3. Note 7-b allows building increase of maximum 30% with approval of CUP. 38’ x 1.3 = 49.4’ max allowable building height with CUP. Top of roof is 43’-4” above grade, and top of tallest parapet is 48’ above grade. 4. 38.700.030 Building height defined as distance between grade and parapet wall. 38.350.050.D.2 exempts parapets <4’, elevator & stair penthouses. Sec. 38.510.030 Block Frontage Standards Subsection C.3 Departure Criteria states Block frontages facing arterial streets and limited pedestrian traffic may warrant some flexibility with this standard. This project has Gateway frontage on Huffine, and Mixed Block Frontage on Cottonwood, Alpha, and Winnow Circle. The main public/patient entry with canopy over drive up is located on the south of the building for safe access to patient parking, south facing for snowmelt, and limited pedestrian traffic on Huffine. A publically accessible vestibule with north covered door is provided at the northeast corner of the building with direct access to the stairs to upper floors and to the publically accessible plaza with direct access to the intersection of Huffine and Cottonwood. This vestibule is visible from both Huffine and Cottonwood. Façade transparency - Due to setbacks and easements, this non-residential ground floor is >20’ from sidewalks. Minimum 25% of ground floor to have transparency between 4’ & 8’. Windows are provided on all habitable stories. 1st floor window sills are 2’-8” above grade, and window heads are 8’-8” above grade. Section 38.510.030.A: Block frontage standards Design Response: For Mixed frontages, ‘Landscape’ block frontage selected. Both table components are shown below. Section 38.510.030.C: Landscape block frontages (Cottonwood Rd, Alpha Dr, & Willow Cir.) Design Response: See Design Response in Table below Table 38.510.030.G ‘Landscape’ block frontage standards Design Responses Element Standard (⇒ refers to departure opportunities, see subsection 38.510.030 below) Design Responses Ground floor land use See Tables 38.310.030-.040 for permitted use details Use is permitted per code. Building entrances Building entrances must be visible and directly accessible from the street.⇒ For uses that front on multiple mixed designated block frontages, an entry Entries are provided visible and accessible from these streets 219 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 10 along both streets is encouraged, but not required. Weather protection Provide weather protection at least 3' deep over primary business and residential entries. Min. 3’ overhang is provided at main entry canopy, and NE corner. Parking location (see also 38.540 Parking must be placed to the side, rear, below or above uses. For multi-building developments, surface and structured parking areas (ground floor) are limited to no more than 50% of the street frontage. ⇒ Private or shared garage entries must occupy no more than 50% of façade width. Provide 10’ minimum buffer of landscaping between the street and off street parking areas meeting the performance standards of division 38.55 of this chapter. ⇒ New parking structures must feature landscaped setbacks at least 10’ in width. ⇒ See departure Request Below. Landscaping (see also 38.550) The area between the street and building must be landscaped and/or private porch or patio space. For setbacks adjacent to buildings with windows, provide low level landscaping that maintains views between the building and the street. Also provide plant materials that screen any blank walls and add visual interest at both the pedestrian scale and motorist scale. For extended wall areas, provide for a diversity of plant materials and textures to maintain visual interest from a pedestrian scale. Landscaping complies and compliments building windows. Sidewalk width 6’ minimum sidewalks are required adjacent to arterial streets and public parks and 5' minimum width in other areas, except the review authority may require wider sidewalks in special areas where called for in adopted plans or where significant pedestrian traffic is anticipated. Sidewalks widths comply. 220 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 11 *DEPARTURE REQUEST* Section 38.510.030.D (38.510.030.C.3.c.): Landscape frontage @ Cottonwood Rd. “Parking location. There must be an acceptable tradeoff in terms of the amount and quality of storefront area that is integrated with the development and the applicable parking location departure. Plus, the alternative must include design features to successfully mitigate the visual impact of additional parking areas along designated landscaped streets.” This project is located with 4 sides of the property abutting designated Block frontages; Gateway block frontage to the north along Huffine Ln and Mixed block frontages to the west, south and east to include Cottonwood Rd. The city has designated a hierarchy of block designations where a property fronts on multiple streets with Gateway with the highest. The intersection of Huffine Ln and Cottonwood has also been designated a High Visibility Intersection, requiring the building to be pushed up to the intersection as close as possible. Because of these designations and because Huffine Ln is the dominant road, the longest building side is along Huffine Ln and not Cottonwood Rd, leaving more parking frontage than typical along this remaining street length. To mitigate this, an additional 10’ of landscaping has been provided along the required 10’ setback of landscaping. Enhanced planting density of 4’ height plants to screen the parking lot has also been provided along this frontage to soften. A vestibule has been added to the northeast corner of the building for public entry and with direct access to the stairs to upper floors. The vestibule door faces north towards Huffine with a 3’ roof overhang. This vestibule increases storefront area with vision glass between 4’ and 8’ above grade to 37% with a total transparency of the east façade facing Cottonwood of 19%, both above the minimum requirements. Transparency calculations are shown on the elevation drawings. Section 38.510.030.D: Mixed block frontages (Cottonwood Rd, Alpha Dr, & Winnow Cir.) Design Response: See Design Response in Table below Table 38.510.030.D ‘Mixed’ block frontage standards Design Responses Element Standards (⇒ refers to departure opportunities, see subsection 38.510.030 below) Design Responses Building placement Buildings may be placed up to the sidewalk edge provided they meet storefront standards set forth above. 10' minimum front setback for other buildings, except where greater setbacks are specified in the district per division 38.220 ⇒. Buildings are located as close as possible to the High Visibility Intersection outside of easements (Huffine & Cottonwood) 221 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 12 Façade transparency Any storefront buildings on theses block frontages must meet the storefront block frontage transparency standard above. Other buildings designed with non- residential uses on the ground floor within 10'of sidewalk, at least 40% of the ground floor between 4'-8' above the ground level surface. ⇒. Other buildings designed with non- residential uses on the ground floor within 20'of the sidewalk, at least 25% of the ground floor between 4'-8' above the ground level surface. ⇒. Residential buildings at least 15% of the entire façade (all vertical surfaces generally facing the street) ⇒ Windows must be provided on all habitable floors of the façade. Nonresidential building >20’ from sidewalk with min. 25% transparency between 4’ & 8’: Calculations are shown on the drawing elevations Section 38.510.030.E: Gateway block frontages (Huffine Ln) Design Response: See Design Response in Table below Table 38.510.030.E ‘Gateway’ block frontage standards Design Responses Element Standard (⇒ refers to departure opportunities, see subsection 38.510.030 below) Design Responses Ground floor land use See Tables 38.310.030-.040 for permitted use details Use is permitted per code. Building placement Where allowed in the applicable zoning district, buildings may be placed up to the sidewalk edge provided block frontage standards herein are met (except where otherwise noted herein). 10' minimum front setback for other buildings, except where greater setbacks are specified in the district per division 38.320. ⇒ See section38.510.030.J for special design provisions associated with Buildings are located as close as possible to the High Visibility Intersection outside of easements (Huffine & Cottonwood) 222 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 13 ground level residential used adjacent to the sidewalk. Building entrances Building entrances facing the street are encouraged. At least one building entry visible and directly accessible from the street is required.⇒ Where buildings are set back from the street, pedestrian connections are required from the sidewalk. Building Entrance vestibule is provided at the northeast corner of the building and accented with an entry roof overhang that wraps around the building corner. This entry is connected to the corner plaza and pedestrian traffic Façade transparency For storefronts, at least 60% of ground floor between 30" and 10' above the sidewalk is required. ⇒ Other buildings designed with non- residential uses on the ground floor within 10' of sidewalk, at least 30% of the ground floor between 4'-8' above the sidewalk. ⇒ Other buildings, at least 10% of the entire façade (all vertical surfaces generally facing the street). ⇒. Window area that is glazed over or covered in any manner that obscures visibility into the storefront space must not count as transparent window area. Nonresidential building >20’ from sidewalk with min. 10% transparency of entire façade facing Huffine: Calculations are shown on drawing elevations Weather protection At least 3' deep over primary business and residential entries. 3’ roof overhang is provided at the NE corner vestibule entry Parking location (see also 38.540 There are no parking lot location restrictions, except that a 10' buffer of landscaping between the street and off street parking areas meeting the performance standards of division 38.550 of this division is required. ⇒ A 10’ min. landscape buffer is provided. Landscaping (see also 38.550) The area between the street and building must be landscaped and/or private porch or patio space. For setbacks adjacent to buildings with windows, provide low level landscaping that maintains views between the building and the street. Also provide plant materials that screen any blank walls and add visual interest at both the pedestrian scale and motorist scale. For extended wall areas, provide for a diversity of plant materials Landscaping complies and screens any blank walls and compliments building windows. 223 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 14 and textures to maintain visual interest from a pedestrian scale. Sidewalk width Where storefront buildings are proposed, sidewalks must meet storefront block frontage standards above. Otherwise, 6' minimum sidewalks are required adjacent to arterial streets and public parks and 5' minimum width in other areas, except the review authority may require wider sidewalks in special areas where called for in adopted plans or where significant pedestrian traffic is anticipated. Sidewalks widths comply. Section 38.520.060: Usable commercial open space. New developments with non-residential uses must open space equal to at least two percent of the development envelope. Design Response: During Concept Review, it was requested and accepted that the usable open space be calculated excluding the wetland setbacks from the development envelope. The identified usable open space is located on the L101. The usable commercial open space provided does not differentiate a ‘pedestrian oriented’ open space and just uses opens space. The location and amount of the usable commercial open space is comprised of generally 2 areas; the northeast plaza and the lawn just south of the building footprint. The northeast plaza consists of decorative pavement, seating and adjacent enhanced landscaping that engages the pedestrian users to the street intersection. The lawn south of the footprint consists of benches and lawn to engage pedestrians from the southern vehicular areas. Two benches are at the entrance doors and the third at the discharge exit. The benches encourage use of the entry plaza and activate the adjacent lawn areas for pedestrian use. No planters or required setbacks were included in the tabulation for this area. *DEPARTURE REQUEST* Section 38.520.070: Location and design of service areas and mechanical equipment. Design Response: Service areas and mechanical equipment have been located and tucked within the site away from exterior views with screen walls and additional landscaping. It was determined in Concept Review that a cover is not required. Per C.2 of this section: ‘The sides and rear of service enclosures must be screened with landscaping at least five feet wide in locations visible from the street, parking lots, and pathways to soften views of the screening element and add visual interest..’ The sides and rear of the service enclosure have been screened using landscaping 5’ wide on the north, south and west. The departure request is for the east side of the enclosure. The sidewalk services only mechanical and service entrances of the building and serves more 224 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 15 as a visually portal connection through to Huffine Ln. Pedestrians are encouraged to use the northeast entrance at the intersection for access into the building. Section 38.530.040.B: Building massing and articulation - must include a minimum of three of the following articulation features every 60 feet (maximum) to create a human scaled façade pattern. Design Response: Three façade articulations are provided in 60’ wall length intervals with: Windows, doors, entry weather protection roof overhangs, metal siding orientation/color, aluminum panel cladding at NE corner, 12” parapet height changes, and wall bump outs Section 38.530.040.E: Maximum façade width. Design Response: The building’s façade facing Huffine Ln is 182’. Wall bump outs are included with taller parapets, darker siding with different orientation, and deeper window insets. In addition to these wall accents, the northeast corner utilizes aluminum panel, storefront, and eyebrow entry roof overhang while the northwest corner utilizes accent CMU walls with smaller size and varying colors. Section 38.530.040.F: Roof modulation if needed to qualify as a façade articulation feature in subsections B, C, and E above. Design Response: Flat roofs are used, and roof parapets modulate around the building by >1’ Section 38.530.050 Building Details Design Response: B. Window Design – windows are provided with a minimum 2” recess into the exterior wall. C. The intersections at Huffine Ln and Cottonwood is designated as high visibility street corners because they are where arterial and collector streets intersect. Setbacks and easements push the building more than 20’ from the street corner, so a corner plaza is provided with accenting the building corner. The high visibility building corner is articulated with storefront, aluminum panel cladding, entry roof overhang, parapet offsets, wall bump outs, and a landscape plaza. Plaza elements and seating are provided in the site plan to accent the corner for pedestrians. CTA sees this meeting UDC requirements, but let us know if the City sees this as a departure E. Entries are articulated with roof overhangs and a canopy Section 38.530.060 Building Materials Design Response: Exterior wall veneer to consist of burnished faced CMU at 1st story with a mixture of min. 24 ga. tan and dark metal siding with varying orientation on 2nd & 3rd stories with trimmed edges. Aluminum panel cladding to be used at NE corner to accent the high visibility corner. Windows to be black aluminum storefront with spandrel glass at floor levels. Two air handlers and exhaust fans are to be located on the main roof with screen walls using architectural language of the building walls. A 6’ tall CMU screen wall to be provided around generator and dumpster 225 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 16 to the west of the building. This CMU screen wall to match CMU of the building with a metal siding gate to match building siding. Section 38.530.070 Blank Wall Treatments Design Response: Walls are broken up with windows with vision glass. The exterior facades are intended to comply with the City of Bozeman Requirements and are not considered Blank Walls per the definitions in UDC 38.530.070. To specifically address the blank wall criteria, the West Bozeman building facades are broken up into separate smaller walls so as not to be viewed as blank walls. Facades are broken up into separate walls with windows < 15’. These separate walls are articulated with changes in material, color, siding orientation, windows, wall bump outs, parapet height changes >12”, and landscape. The wall articulations are are critical in that they are utilized to break up façade areas into separate walls with windows so as not to be blank walls. The exterior CMU base course of the first floor changes to low maintenance metal panel at the second floor level. Windows are included in each area of wall on each building façade. Areas of wall that protrude from the main exterior wall of the building extend slightly above the roof for visual interest and also have windows. These protruding areas are intended to break up the plane of the exterior wall and provide visual interest with wall depth as well as color change. These wall areas are fairly large and are proportionately consistent with the overall scale of the building. Some of these larger areas will have trees placed in front of them, not to block the view from the windows, but to serve as visual breaks for the larger scaled wall areas. Note the provided exterior renderings which show the material changes, color changes, wall height, window placement, and wall depth variations. All of these design elements are intended to provide significant visual interest in this building by providing more human scale on a reasonably sized healthcare facility that will be an aesthetically pleasing, positive addition to the west corridor of Bozeman. Section 38.550.E Street frontage landscaping. Design Response: Street trees are provided along Huffine Ln, Cottonwood Rd, Alpha Dr and Willow Cir. Because of existing access & utility easements along Huffine the new trees are located outside of any existing boulevard strips and located on the back side of the existing shared use path. This will provide a pedestrian-oriented shaded path for traveling pedestrians. On Cottonwood Rd, there is an existing boulevard strip between the shared use path and the curb. The owner is working with NWE to relocate the light pole power lines to accommodate tree plantings. Alpha Dr and Willow Cir have existing street trees. 226 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 17 Concept Review Questions & Answers Responses to Concept Review Applicant Questions (paraphrased): 1) Building Height: Does regional commercial and services growth policy land use designation exist for this site to allow 50% height increase? This area is designated for Community Commercial Mixed Use. A conditional use permit could be requested to increase the height to approximately 49’-4” *(30% increase over 38’). Parapet walls extending no more than four feet above the limiting height of the building are exempt from height limitations (Sec. 38.350.050.D.2.a.) a. CTA Response – A CUP is being applied for to increase allowable height to 38’x1.3 = 49.4’ 2) Sidewalks: do existing asphalt paths along Huffine and Cottonwood satisfy sidewalk requirements? Yes 3) Sidewalks: Is a sidewalk required along the east side of Winnow Circle or can the parking lot path serve both purposes? No, but parking lot can be tied to the sidewalk 4) Does Trail/Park frontage apply to the Loyal Garden open space with trail along west property boundary? No. 5) May the wetland setback and access easements be netted out of the site area for the commercial open space requirement ? Yes – wetland; no – access easements 6) Is cover required for the electric yard screening? No. 7) Does the proposed design meet high visibility intersection standards? The current design does not meet high visibility intersection standards. The building is not designed with any architectural elements responding to the intersection and the plaza area is not incorporated into the building configuration. a. CTA Response – The building is redesigned with architectural accent at the corner (different metal panel cladding, vertical offset parapets, storefront and exterior door on 1st floor with entry ‘eyebrow’ roof overhang to accent the corner entry, and accented storefront windows above the corner entry. This eyebrow entry roof overhang at the NE corner also balances out with the entry at the SW corner, with both of these entry roof overhangs visible from Huffine. Site plan includes a plaza at this NE corner. CTA does not see this as a departure, but let us know if City Planning does. 8) Street frontage landscaping along Cottonwood where overhead power lines exist. How to accommodate street trees – ok outside of the ROW but within easement with a 10-foot utility offset? The proposal is acceptable. Planning Division Contact; Addi Jadin; ajadin@bozeman.net; 406-582-2261 1. A Site Plan application is required meeting the plan review criteria of Sec. 38.230.100.A. a. Response: A CUP (for building height increase) and Site Plan are being submitted 2. Applicants shall address and submit a narrative response to all Conceptual Review comments along with the future Site Plan application. a. Response: Comments are responded to herein this narrative 3. Lot aggregation/relocation is required where buildings straddle lot lines. a. Response: Lot aggregation documents have been developed and submitted to the City for signatures to aggregate Lots 1, 2, & 3 into a single lot. Aggregation documents are included in this sbmittal 4. A physical materials board is not required (materials details may be in the form of printed materials). 227 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 18 a. Response: Material and color images are provided with this submittal 5. Any departures requested must be identified in the narrative, provide supplemental illustration and require an additional review fee upon submittal per the Fee Schedule at time of submittal. a. Response: No Deviations are being applied for. 6. Entries facing frontages should be designed as primary building entrances and meet Sec. 38.530.050.E.Articulated building entries. a. Response: NE entry has been revised with 3’ roof overhang eyebrow articulation, the patient entry has a drive up canopy, and the SW corner tenant entry has a vestibule and roof overhang articulation. 7. See Sec. 38.530.060.C.1 regarding the requirements for CMU as a primary cladding material. a. Response: CMU is to have a burnished finish, and accent CMU is to be used at North corners of the building with varying color pattern. Engineering Division; Anna Russell, Engineer II, arussell@bozeman.net 1. Include the original Traffic Impact Study with the Site Plan Submittal to verify that Building M is in conformance with the PUD plan. a. The full Traffic Impact Study is included in Appendix of this CUP submittal Solid Waste Division; Russ Ward, rward@bozeman.net 1. Must have 50 feet of straight approach to front of enclosure. a. Response: 50’ straight approach is provided at the dumpster, in line with the parking drive aisle. Dumpster is to be located west of the building within the screened yard. 2. Need a detailed plan for refuse enclosure. a. Response: Refuse enclosure is a CMU wall with precast cap to match the building, and has a metal siding gate swinging 180 degrees. Elevations and details included in Drawing Sheet A300 General Comments: 1. The City of Bozeman has adopted impact fees as part of its development regulations. The impact fee program is contained in Chapter 3.24, Bozeman Municipal Code. 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. An estimate can be supplied through our office. Contact Chris Saunders, Planning and Policy Manger, at 406-582-2267 for further information. This requirement is paid at building permit issuance. a. Response: Bozeman Health will pay impact fees prior to issuance of Building Permit 2. The City of Bozeman requires a payment for cash in lieu of water rights for further development of property where cash in lieu has not been paid. As the property has previously been subdivided there may or may not be outstanding requirements for this location. The City will recognize any previously provided water rights or cash-in- lieu for this property as applying towards future development of this site. Contact Brian Heaston, Engineer at 406- 582-2280 for further information. This requirement is paid at plan review with a formal application. An estimate of required fees and payment is required with plan application submittal. a. Response: CTA will coordinate with Brian Heaston for if any CIL of Water Rights are due for this project, and Bozeman Health will pay CIL of Water Rights due prior to City Building Plans Review. 228 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 19 Note: The comments and advice contained in this DRC and Staff letter are intended to assist the applicant in preparing the development application based on the limited information submitted as part of the informal plan submittal. However, further comments and/or recommendations on matters not discussed during the conceptual plan review may arise based on the information and supplemental data provided with the formal application and applicable comments provided by local and state agencies. CR ENGINEERING COMMENTS: 1. As noted in the application narrative, the proposed development will be served by the Loyal Garden Subdivision Lift Station, the proposed project may not exceed the original flows allocated with in the design report to the properties under review. The applicant must provide an estimate of the peak-hour sanitary sewer demand and verify that the estimated demand does not exceed the flows noted with in the lift station report. a. Response: Peak sewage flow of 244 gallons is calculated if all fixtures are used at the same time. This is based on estimated future TI fixture counts to be located in current shelled spaces on 2nd & 3rd floors. 2. If they do not already exist City standard ten foot public utility easements must be provided along the property frontages (Alpha Drive, Cottonwood Road, Huffine Lane, and Winnow Circle) as per Unified Development Code (UDC) Section 38.410.060.B.2.a. a. Existing utility easements exist, and easements are shown on the Lot Aggregation Plat. 10’ utility easements are called out alon Winnow Circle, Alpha Dr, & S Cottonwood Rd. 30’ utility easement along Huffine Ln. 3. The applicant must contact the City Engineering Department (Brian Heaston) for an analysis of cash-in-lieu (CIL) of water rights for the proposed project. CIL of water rights must be paid prior to site plan approval. a. Response: CTA will work with Brian Heaston to verify water demand during site plan review process, and Bozeman Health will pay CIL of water rights prior to site plan approval 4. Any trenching within Cottonwood Road and Huffine Lane will require flowable fill the entire depth of the trench. a. Response: Flowable fill to be used at those locations if trenching is needed 5. All public infrastructure mains must be located with right-of-way (ROW) or public utility easement. Easements must be provide by the property owner for any existing or propose mains not located within existing ROW or easement. The applicant should contact the City’s Engineering Department (Griffin Nielsen) to receive a copy of the City’s standard easement. a. No new public infrastructure mains are included in this project. Existing public infrastructure mains are within utility easements 6. The applicant must demonstrate that the proposed sanitary sewer service can meet minimum slope and cover. a. Response: This has been addressed 7. Water services may not exceed 150 ft, if an extension of the onsite water system is required the extension must be loop. a. Response: New water service lines are less than 150’ 229 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 20 8. Water services not utilized by the development must be abandon per the City’s Water and Sewer Department standards. a. Response: Existing water line that serves existing building (building is to be demolished) is to be removed per demo plan note 21 on sheet C002. 9. A stormwater drainage/treatment grading plan and maintenance plan for a system designed to treat the first 0.5 inch of stormwater for the remove solids, silt, oils, grease, and other pollutants must be provided to and approved with the site plan application. The plan must demonstrate adequate site drainage (including sufficient spot elevations), storm water detention/retention basin details (including basin sizing and discharge calculations, and discharge structure details), storm water discharge destination, and a storm water maintenance plan. The approved stormwater maintenance plan must be incorporated into the Owners Association Documents and submit a copy prior to site plan approval. a. Response: This is provided 10. The applicant must verify the season high groundwater elevation and ensure that the proposed stormwater system will meet or exceed all drainage standards during the season high. a. Response: This is verified 11. A grease interceptor, conforming to the latest adopted edition of the Uniform Plumbing Code shall be installed with any development responsible for food preparation. In accordance with Municipal Code, on-site maintenance and interceptor service records shall be kept on a regular basis and made available to the City upon request. The grease interceptor must be install in a location that will allow for reasonable regular access. a. Response: No food preparation is to be done in this building, nor on this site. Building use is medical office building, with no over night stays. 12. If not already filed for the subject site, 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 Cottonwood Road including paving, curb/gutter, sidewalk, and storm drainage b. Street improvements to Huffine Lane including paving, curb/gutter, sidewalk, and storm drainage c. Street improvements to Gooch Hill Road including paving, curb/gutter, sidewalk, and storm drainage d. Street improvements to Stucky Road including paving, curb/gutter, sidewalk, and storm drainage e. Intersection improvements to the Cottonwood Road and Huffine Lane f. Intersection improvements to the Cottonwood Road and Stucky 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. 230 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 21 a. Response: Bozeman health will provide and file these prior to site plan approval 13. Fire service lines will be required for the proposed project. The applicant must prepare plans and specifications for any fire service line in accordance with the City’s Fire Service Line Policy. The plans must be prepared by a Professional Engineer and be provided to and approved by the City Engineer prior to initiation of construction of the fire service or fire protection system. The applicant must also provide Professional Engineering services for construction inspection, post-construction certification and preparation of mylar record drawings. Fire service plans, and domestic services 4” or larger, must be a standalone submittal, separate from the site plan submittal. City of Bozeman applications for service must be completed by the applicant. a. Response: This will be provided by Applicate for City approval prior to Building Permit for the new fire service line 14. The applicant must submit plans and specifications for water and sewer main extensions, streets, and storm water improvements, prepared and signed by a professional engineer (PE) registered in the State of Montana, which must be provided to and approved by the City Engineer. Water and sewer plans must also be approved by the Montana Department of Environmental Quality. The applicant must also provide professional engineering services for construction inspection, post-construction certification, and preparation of mylar record drawings. Construction shall not be initiated on the public infrastructure improvements until the plans and specifications have been approved and a preconstruction conference has been conducted. a. Response: Only private services are used in this project, and taping into public infrastructure. No public infrastructure improvements are incorporated. Building permits will not be issued prior to City acceptance of the site infrastructure improvements unless all provisions set forth in Section 38.39.030.C of the Bozeman Municipal Code are met to allow for concurrent construction. a. Response: this requirement is acknowledged. CR APPLICANT QUESTIONS: Questions 2. 38.400.080 Sidewalks: Does existing asphalt path satisfy the intent of sidewalks along Huffine and Cottonwood. Response: Yes provide both paths are 10 feet in width and are be located with public right- of-way or a City standard public access easement. The property owner is responsible for maintaining the paths. a. CTA Response: Property Owner will maintain the paths Questions 3. 38.400.080 Sidewalks: There is an existing street sidewalk along the west side of Winnow Cir. to bring pedestrians to the adjacent opens space and to this parcel. This parcel (under aggregation) is the end-destination parcel. Is a sidewalk required along the east side of Winnow Circle? A sidewalk that services and collects parking areas is provided in the same area extending to the existing street sidewalk network. 231 West Bozeman ASC & MOB City Planning Conditional Use Permit and Site Plan Narrative with Departure Request Revised for 19073 City Comments 04-23-2019 Conditional Use Permit Narrative - 22 Response: A public sidewalk is required along the east side of Winnow Cir, the proposed internal sidewalk may not be used in lieu. a. CTA Response: a new sidewalk is shown at the east side of Winnow Cir. in site plans included in this submittal. 232 RC Revision and Correction RC Page 1 of 2 Revision Date 3‐20‐18 Required Forms: PLS REVISION AND CORRECTION SUBMITTAL FORM ADDITIONAL OR REVISED PLANS OR DOCUMENTS FOR AN ACTIVE PROJECT WILL NOT BE ACCEPTED UNLESS ACCOMPANIED BY THIS COMPLETED FORM. MAILED RE‐SUBMITTALS THAT DO NOT INCLUDE THIS FORM OR THAT DO NOT CONTAIN THE CORRECT NUMBER OF COPIES WILL NOT BE PROCESSED. FEES ARE REQUIRED FOR THIRD AND SUBSEQUENT REVISIONS. SUBMITTAL REQUIREMENTS All revisions / correction submittals must contain the following: A completed RC revision/correction submittal form. The same number of copies and sizes and formats (including digital) as required for the initial application. Plans and documents, including digital files must meet plans, specifications and naming protocols. See form PLS. Revised drawings must be updated with a new current date on each revised sheet.Title sheet table of contents/plan schedule must be updated with new dates for each sheet modified. If complete plans sets are updated, retain the original date on sheets that have not been updated or revised. A written narrative that shows an itemized summary of your submittal and description of each change or revision in detail or document. Changes to plans sheets must include sheet and detail numbers. All changes must be clouded or highlighted on each plan set. Legal documents, studies, letters or other documentation must have a clear date of revision on the front page. Fees are required for a third and subsequent submittal of revised/corrected materials. The fee is ¼ of the total original application fee. Re‐submittal of plans must be complete plan sets if individual sheets are modified. No individual sheets will be accepted. RC form must be the first item in all resubmitted sets. INFORMATION Application file #: ______________________________ Application type: ______________________________ Project Name: Contact Name: Phone: Email: 233 Revision and Correction RC Page 2 of 2 Revision Date 3‐20‐18 Required Forms: PLS SUBMITTAL TYPE NEW CHANGE: A revision or change that the applicant has made to a plan that is currently under review that is new and has not been reviewed before. CORRECTION: A correction to the plans that is an applicant response to a correction letter written by the City to the applicant. If both types are being submitted, the written narrative required above listing itemized changes must clearly differentiate between changes and corrections and each must be clearly labeled. Changes to preliminarily approved plans or approved plans are processed under the modification application process, use form MOD for those changes. Re‐submittal of plans must be complete plan sets if individual sheets are modified. No individual sheets will be accepted. CITY USE ONLY 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 Date received: Checked and received by: Number of sets submitted: Includes digital copy Y/N:: Superion updated? Y/N: Planner/Engineer: DRC Required? Y/N: Date routed to Engineer: If no DRC, date comments due to planner. 10 working days from submittal date typical: 234 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 1 These Comments Responses pertain to DRC Memorandum dated March 27, 2019 (revised May 17, 2019) and Engineering comments dated March 28, 2019 (revised May 15, 2019) for West Bozeman ASC & MOB Site Plan Review Application Number 19073. CTA 4/23/19 responses to the City’s March comments are in blue text and CTA 6/03/19 responses to the City’s May comments are in purple text PLANNING COMMENTS: Conditional Use Permit 1. Cup Checklist Item #1 – Staff is initially supportive of this conditional use for additional height. Expand the project narrative for the CUP to include a detailed response to this checklist item. Why is the additional height necessary? How does the building form and general design relate to adjacent uses? Why will the proposed additional height not have a negative effect on the abutting property? Provide a stated height and calculation above 38’ in this narrative. This additional detail will aid staff analysis and recommendation to the City Commission. A visual diagram or drawing showing the maximum height and additional 30% as it relates to the building would also be helpful Response: The project narrative is revised to include an explanation of why the additional height is necessary and how it relates to adjacent property. The north exterior elevation on sheet A200S of the drawing set is revised to show the allowable & actual building heights Departures: 1. SP1 Checklist Item #83 - Black wall departure – A departure narrative must be provided detailing the scope and extent of the plan proposed for departure and a response to the required departure criteria. Highlight the areas on your elevation that require this departure request. Provide additional detail in your departure narrative and include what departure criteria are being addressed? It was mentioned that this area of the building would contain signage, provide location and area of proposed signs. NOT ADDRESSED. Blank walls still present on all elevations. Response: Windows are added to where the blank wall was shown between grids 2 & 4 on the north elevation on revised drawing sheet A200S. With these added windows, it is not a blank wall and the departure request has been removed from the narrative. Owner is hiring a separate signage designer, and will submit to City separately for a sign permit – a sign might go along the top of this wall above the added windows between grids 2 & 4. 235 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 2 6/3/19 Response: Project narrative is been revised on page 16 to address breaking up each façade into separately articulated walls with windows to not be blank walls. A new departure is being applied for regarding mixed block frontage on Cottonwood Rd. since parking area is more than 50% of the aggregated lots facing Cottonwood Rd. The project narrative is revised regarding this departure. Block Frontage: 1. Section 38.510.030.E Gateway – Huffine Lane: a. Building Entrances - At least one (publically accessible for commercial buildings) building entrance must be visible and directly accessible from the street. Only a secondary entrance is being provided along Huffine that accesses a corridor used for operating rooms, waste and storage and does not meet this standard. PARTIALLY ADDRESSED. Provide a visual amenity within the newly created publically accessible vestibule storefront such as art, a mural, or creative signage to add interest to the shallow area of transparency and signal public accessibility. Response: A publically accessible entrance and vestibule have been added to the northeast corner of the building. The stair has been flipped to serve this vestibule, and provide access from this high visibility corner to upper floors. 6/3/19 Response: Bozeman Health has been working with the ‘Compassion Project’ (http://www.montana.edu/thecompassionproject/ ) for installations of the art pieces in Bozeman Health facilities. This new NE vestibule is a great opportunity to display some of the thousands of pieces from the Compassion Project. Bozeman Health is also looking into donor opportunities and rotating public art displays to enhance the public nature of this vestibule at this high profile street intersection. a. Transparency - Window area that is glazed over or covered in any manner that obscures visibility into the storefront space shall not count as transparent window area. Provide an exhibit that shades the areas used for transparency calculations on the north and east elevations. Identify spandrel glass on elevations. No windows with spandrel glass may be used for transparency. Response: Vision windows are shown white in the elevations, and spandrel windows are shown shaded. The white vision windows are what are used in the transparency calculations, spandrel windows are not used to achieve the transparency requirements. b. Weather Protection – Provide weather protection at least 3' deep over primary business and residential entries. No weather protection is provided over the Huffine Entrances 236 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 3 Response: Weather protection – the added NE vestibule’s door opens to the north towards Huffine under a 3’ roof overhang. The other entrances towards Huffine are secondary. This new vestibule entrance and the covered drive up entrance are visible from Cottonwood, although doors are not oriented directly towards Cottonwood. This new vestibule also ties the building to the NE plaza at Cottonwood & Huffine. The remaining stair exit discharge door on the east façade facing Cottonwood does not have weather protection since it is an exit, but the stair does directly access the new vestibule with covered entry door to the north. 2. Section 38.510.030. D Mixed - Landscaped – Cottonwood Road: a. Parking Location – Parking areas are limited to 50% of the street frontage. Staff recommends the application request a departure from this standard. i. Departure criteria state: There must be an acceptable tradeoff in terms of the amount and quality of storefront area that is integrated with the development and the applicable parking location departure. Plus, the alternative must include design features to successfully mitigate the visual impact of additional parking areas along designated landscaped streets. Response: A new departure is being requested for parking areas more than 50% of the Cottonwood Rd. mixed block frontage on the aggregated lots. The Project Narrative has been updated, and a departure narrative has been added pertaining to this new departure request. b. Transparency - Window area that is glazed over or covered in any count as transparent window area. Provide an exhibit that shades the areas used for transparency calculations on the north and east elevations. Identify spandrel glass on elevations. No windows with spandrel glass may be used for transparency. Response: Window area calculations do not include any covered or spandrel glazing, they only include vision glass per the materials sample board. c. Weather Protection – Provide weather protection at least 3' deep over primary business and residential entries. No weather protection is provided over the Cottonwood entrances. The narrative and elevations are not in sync (see elevation example below) Response: A vestibule is added to the northeast corner of the building that is visible from Cottonwood. This vestibule has a door that swings open to the north with a 3’ roof overhang. 3. Staff suggests providing the primary entrances for both the Cottonwood and Huffine frontages at the northeast corner plaza. This will help tie the plaza into the building activity and further activate the space. (See also high visibility street corner comments below.) 237 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 4 Response: A primary entrance for both Cottonwood and Huffine is provided with the added vestibule at northeast corner, and ties to the corner plaza. 4. Section 38.510.030. D Mixed – Landscaped – Alpha Drive & Winnow Cir.: a. With compliant Huffine and Cottonwood block frontages, those building frontage can be prioritized over Alpha and Winnow, as long as these frontages contain a 10-foot landscape buffer with a 4-foot wide and 4-foot high parking lot screening elements per section. See landscaping comments below. Response: A 10’ landscape buffer is provided along both Alpha Dr. and Winnow Cir. The 4’ wide plantings have been simplified with only 4’ ht plants to screen the parking lot. Site Design: 1. Section 38.520.060.C Usable commercial open space. The open space may be in the form of pedestrian-oriented open space per subsection D below, garden, play area or other open space feature that serves both as a visual amenity and a place for human activity. Remove open space areas from the drawing and the calculation that are over planting beds, this open space must be usable. The shading on the landscaping drawing does not provide a clear picture of open space locations, provide a separate exhibit. a. Staff suggests revising the proposal to provide two areas of pedestrian oriented opens space, one at the primary parking lot entrance and one at the NE corner plaza. The open space at the NE corner will benefit users entering and exiting the building, through the required covered entrances, and users on the perimeter pathways. The open space at the primary parking lot entrance will benefit customers using the lobby and waiting rooms. Pedestrian oriented open space must meet the criteria in 38.520.060.D. NOT ADDRESSED b. NEW: Demonstrate that the pedestrian oriented open space at the plazas meets the criteria of this section specifically the seating requirements. Delineate with a border and annotate the area in square feet around each pedestrian oriented space. c. NEW: The lawn included in the open space calculation does not meet the minimum requirements as an activated space for human activity. Provide amenities directly adjacent to the east of the south entrance so that they can be easily accessed by people entering and exiting the facility. Response: Usable commercial open space is provided and shown in hatch on L101. This area is located along the south and wraps to the east side of the building up to and including the plaza at the intersection of Huffine Ln and Cottonwood Rd. The open space is all smooth lawn (also see L302) or plaza pavement and can be accessed by pedestrians from the northeast intersection 238 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 5 entering/exiting the building, adjacent pathway, or the main drop-off area. The calculations can also be found on L101 with plaza enlargements on L102 & L303. 6/3/19 Response: The usable commercial open space provided does not differentiate a ‘pedestrian oriented’ open space and just uses opens space. The location and amount of the usable commercial open space is comprised of generally 2 areas; the northeast plaza and the lawn just south of the building footprint. The northeast plaza consists of decorative pavement, seating and adjacent enhanced landscaping that engages the pedestrian users to the street intersection. The lawn south of the footprint consists of benches and lawn to engage pedestrians from the southern vehicular areas. Two benches are at the entrance doors and the third at the discharge exit. The benches encourage use of the entry plaza and activate the adjacent lawn areas for pedestrian use. No planters or required setbacks were included in the tabulation for this area. See L101 for clearer delineations and tabulations of these areas. 2. Section 38.520.070.C Screening of ground related service areas and mechanical equipment. a. The sides and rear of service enclosures must be screened with landscaping at least five feet wide in locations visible from the street, parking lots, and pathways to soften views of the screening element and add visual interest. PARTIALLY ADDRESSED. A departure must be requested from this standard. Staff supports a departure. Response: The sides and rear of the service enclosure have been screened using landscaping 5’ wide on the north south and west. On the east of the enclosure, the sidewalk services only mechanical and service entrances of the building and serves more as a visually portal connection through to Huffine Ln. Pedestrians are encouraged to use the northeast entrance at the intersection for access into the building. 6/3/19 Response: A departure requested is included in the revised project narrative on page 14. b. All utility meters, electrical conduit and other service utility areas must be screened by non-deciduous coniferous or evergreen plant materials Response: All utility meters, etc. are screened per code. The code does not require screenings to be non-deciduous coniferous or evergreen plant materials, however the plantings in front of the meter are as requested. 239 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 6 Building Design: 1. Section 38.530.050.C - High visibility street corner and gateway sites. All High visibility street corner and gateway sites. All development proposals located at designated high visibility street corners and gateway sites must locate a building or structure within 20 feet of the street corner and include design features that accentuate the street corner. Alternatively, the building could be configured with a corner plaza. Corner design features could include a cropped building corner with an entry feature, decorative use of building materials at the corner, distinctive façade articulation, a sculptural architectural element, or other elements that meet the intent of the standards. a. Civil and landscaping plans are not depicting the same pedestrian walkways on the northeast corner. Response: Civil drawings revised to depict same pedestrian area in northeast corner of building. b. Provide detail for the sculpture. Response: with adding the northeast corner vestibule, the sculpture has been deleted c. Provide bollard lighting in the plaza for safety, and to accentuate the street corner. Response: With the inclusion of an entrance at the northeast intersection and reconfiguration of the plaza, a bollard is not required or even possible and therefore not provided. The new entrance includes building lighting to illuminate and accentuate and bring focus in this area. The only place a bollard could occur is within a utility easement, however per engineering comment #1 below, that is not be acceptable by city engineering. d. The “Storefront” provided is spandrel glass looking into an equipment storage room; explain in your narrative how this will enhance the street corner design. Response: Storefront at the added NE corner vestibule is vision glass, not spandrel. Spandrel glass is shown shaded in the exterior elevations e. Staff suggests revising the floor plan and providing the primary entrances for both the Cottonwood and Huffine frontages at the northeast corner plaza under the 3- foot eyebrow. This will satisfy the entrance requirements for the block frontages and help tie the plaza into the building activity and further activate the space. Response: Floor Plan is revised with an added entry vestibule at NE corner 2. Section 38.530.050.E Articulated building entries. Primary building entrance(s) must be clearly defined and scaled proportionally to the building. None of the entrances provided on the north or east elevations are meeting this standard. See suggestion above. Response: A new publically accessible vestibule entrance with covered entry door has been added to the northeast corner that is visible from both Cottonwood & Huffine. Since setbacks and easements push the building more than 20’ from the street corner, the building is configured with a corner plaza. The building corner is accented with aluminum panel wall bump outs with 240 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 7 larger storefront areas, an eyebrow roof overhang, and added entry vestibule to distinguish this corner from the other building corners. A CUP is being applied for to increase building height for three stories to make this a prominent street corner. 3. Section 38.530.060 Building materials. SP Checklist Item #52, provide a color and materials palette for all proposed features keyed to the building elevations. Color perspectives do not satisfy the color and material palette requirements, see the Plans and Specifications (PLS) form for requirements Response: A color and materials palette has been created Landscaping & Watercourse/Wetlands: 1. Section 38.550.050.C.2.a Parking lot screening required. It is unclear from the planting plan whether a continuous 4-foot high landscape-screening element will be maintained along Alpha, Winnow, Cottonwood and the residential adjacency as some of the plants meet the 4-foot requirement, but many do not. Provide clarification on the planting plans and in the narrative. Response: Parking lot screening is provided and plantings have been simplified to include 4’ high or taller plantings for ease of review. See L301-L302 sheets. 2. Section 38.410.100.2.f Watercourse setback planting plan. Zone 1 must be planted with a minimum of one shrub for every ten linear feet and one tree for every 30 linear feet of the watercourse is required along each side of the watercourse. Grouping or clumping of trees and shrubs as appropriate in a riparian area is encouraged. There do not appear to be enough trees in the zone 1 setback, show locations of existing trees on plan that are reference by callouts Response: Planting have been increased in zone 1 to comply. See L302 for proposed and existing planting locations and L301 Plant Schedule. Lighting: 1. SP1 Checklist Item #51 The details for the proposed light fixtures are not keyed to the photometric plan. Response: Photometric plan revised with details keyed for proposed light fixtures: 2. SP1 Checklist Item #52 It was indicated at intake that there will be no lighting mounted to the exterior of the building, but the lighting cut sheets show architectural wall sconces. Revise elevations to include all lighting. 241 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 8 Response: Exterior building lighting: Building mounted lights are added to exterior elevations. Narrative revised for SP1 checklist item 52 – corrected to include exterior lighting on the building. 1. 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. Response: Future Impact Fees to be paid prior to Building Permit ENGINEERING COMMENTS: 6/3/19 Response: CTA Civil Engineer is out of the office and not back until after the DRB meeting on June 5th. Most of these City Engineering Comments from May will be responded to in a subsequent RC form and response upon CTA’s Civil Engineer’s return to office and submit mid- June. 1. Bozeman Unified Development Code Section 38.410.060: a. Private street lighting may not be placed in the public utility easement with encroachment approval from the utility companies occupying the easement. In addition the electrical service routing must be shown on the site plan. b. NEW: Please provide the executed original public access easement proposed along Cottonwood to the engineering department (Griffin Nielsen). Attached is a copy of the City standard public access easement. Response: Site lighting has been relocated out of utility easements by deleting two parking stalls and enlarging two islands in revised drawing. 6/3/19 Response: Ted Conover dropped off the public access easement documents along Cottonwood at the Engineering Department for Griffin Nielsen on June 3rd, 2019. The easements were signed by Bozeman Health, and notarized. 2. Bozeman Unified Development Code Section 38.410.070: a. The applicant must provide an estimate of the peak-hour sanitary sewer demand and verify that the estimated demand does not exceed the flows noted with in the lift station report. The estimate must be provided and stamped by a professional engineering registered in the state of Montana and include supporting calculation including the referenced sections from the original Loyal Gardens Lift Station report which defines the flow allocation to the subject property. The listed flow 242 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 9 rate was is unclear (244gpm, 244gph, or 244gpd)? Please provide the peaking factor the reference to the allocated capacity defined within the original lift station design report. Based on the previous review the project demand is likely less than the allocated capacity. 5/15/19 GMN Response: See stamped memo below. 6/3/19 Response: CTA will clarify peaking factor with upcoming RC form and responses to Stormwater redesign. b. For clarity the applicant must provide an overall utility plans showing existing and proposed utility lines and services, existing and proposed easements, and all structures and hardscaping. Response: A new sheet is included to clarify overall utilities C300s & L101 c. The proposed sanitary sewer service is within 10ft of the prosed landscaping trees, 10ft of separation is required. Response: The tree conflicting with sanitary sewer service has been removed in revised drawing. d. Unutilized existing water and sewer services must be abandoned per the Water and Sewer Department requirements. The water service lines in the drive aisle connection to Cottonwood must be abandoned at the main rather than capped at curb stop. The abandonment and area of disturbance must be shown on the site plan prior to approval. Response: Drawing has been changed to remove abandoned service lines See C002. e. The proposed water service may not be routed beneath the proposed culvert. Response: The water service has been moved so that it is not under the proposed culvert in revised drawing f. NEW: With the changes to the alignment for the water services, tracer wire must be install In order to locate the bends. 5/15/19 GMN 6/3/19 Response: CTA will be revising documents to include tracer wires in the upcoming RC form with revised Stormwater design responses in items below. 3. Bozeman Unified Development Code Section 38.410.080: 243 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 10 a. The stormwater ponds and be excavated down to the native sand/gravel strata and backfilled with a free draining material to ensure the ponds will infiltrate. – Retention ponds need infiltrate in order to satisfy DSSP II.A.4. 5/15/19 GMN Response: Storm ponds are not designed for infiltrating b. The referenced stormwater infrastructure features shown on Sheet C403 are not always applicable for the locations indicated on the plan sheets. The applicant must reviewed the references and ensure the correct infrastructure is noted. – Note 19 calls for a curb inlet in the drive aisle. Response: Referenced stormwater infrastructure features are corrected. New storm structures shown on new sheet C404 6/3/19 Response: CTA is revising the Storm system for infiltration and curb inlets for items 3a & 3b above, and will be submitting a subsequent RC form to respond to these items. c. A separate maintenance plan must submitted and approved, the approved plan must be signed by the owner prior to site plan approval. Response: The storm maintenance plan from the storm report has been signed by Owner and attached as an appendix d. The elevations noted on Sheet C207 are inconsistent with the grading plans, the elevations must be reviewed and correct noted prior to site plan approval. (example Pond 4 PB: 4820, Pond 4 grading contours : 4815). Response: Sheet C207 elevations have been revised per grading plans e. Sheet C201: The grading plans appear to indicate ponding will occur on the western side of the central parking area. Response: Sheet C201 – refer to C101 & C102 for infrastructure to mitigate ponding f. Sheet C202: The grading plans appear to indicate ponding will occur in the southwest corner for the parking area just north of the parking end island. Response: Sheet 202 – refer to revised sheet to mitigate ponding g. The post-developed sub-basins and pipe sizes should be shown on the Post- developed Grading Exhibit provided in the stormwater design report. Response: Infrastructure and stormwater report have been coordinated 244 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 11 4. Bozeman Unified Development Code Section 38.410.130: a. The applicant must contact the City Engineering Department (Brian Heaston) for an analysis of cash-in-lieu (CIL) of water rights for the proposed project. CIL of water rights must be paid prior to site plan approval. Response: Ted Conover has contacted Brian Heaston via email, the proposed building water usage is within the allocated water rights provided for the lots in the original subdivision. The email has been added to the project narrative Conditions of Approval: 5. If not already filed for the subject site, 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 Cottonwood Road including paving, curb/gutter, sidewalk, and storm drainage b. Street improvements to Huffine Lane including paving, curb/gutter, sidewalk, and storm drainage c. Street improvements to Gooch Hill Road including paving, curb/gutter, sidewalk, and storm drainage d. Street improvements to Stucky Road including paving, curb/gutter, sidewalk, and storm drainage e. Intersection improvements to the Cottonwood Road and Huffine Lane f. Intersection improvements to the Cottonwood Road and Stucky 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. Response: SID waivers attached as Appendix H. Sanderson Stewart has had this recorded with County Clerk and Recorder. REVISED DRAWING CHANGES 245 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 12 Since the Site Plan submittal, below is a description of changes in the drawings independent from City Comment Responses: General CVR: 1. Revised sheets have been noted under the sheet index. 2. Changed open space square foot and remove of pedestrian oriented open space. 3. Parking number and Calculations increasing. Civil Landscape L101 1. Parking count updated and open space updated Site development standards. 2. Tree protection on northern and western trees. L102 1. Northern and southern building planters have been reduced. 2. Concrete pavement entry design change. 3. Add stepping stones under drop off overhang. 4. Moving one bike parking from northern parking to southern parking. 5. Equipment yard layout redesign. 6. Storm pond redesign to accommodate planters L201 1. Metal retaining wall detail edited to show structural elements. 2. Splash block, mow edge and stair and handrail details added. L301 1. Plant Schedule counts update to new planting design. 2. Parking lot Landscaping trees provide have been reduce. 3. Street Frontage Landscape reduced along Huffine Lane. 4. Drought tolerant plants calculation updated. 5. Foundation Plantings liner foot reduced. 6. Large canopy trees around parking reduced. L302 1. Redesign plantings in parking lots and around structures. 2. Planting number and design changed in north east plaza. L303 246 West Bozeman ASC & MOB Application 19073 DRC & Engineering Comments Response Revised 06-03-2019 19073 DRC & Engineering Response - 13 1. Redesign plantings in parking lot and surrounding areas 2. Planting and platers have be redesigned to the north eastern plaza. 3. Added grass mix to storm pond. L401 1. Added Tree Protection and Planting in Compacted Soils details. Architectural 1. Roof top mechanical equipment has been revised, and subsequently, roof top mechanical screens have been enlarged to screen it in the exterior elevations and roof plan. Electrical 1. No changes to the drawings, only corrections per City Comments. 247 06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_City Submittal Cover.dwgCVRCOVER SHEETOSTERGAARD04.23.2019 CITY COMMENTS06.03.2019 DRC COMMENTS ROSAWEST BOZEMAN ASC & MOBAMBULATORY SERVICE CENTER & MEDICAL OFFICE BUILDING02.12.2019CITY CONDITIONAL USE PERMIT SUBMITTALPROJECT LOCATION5031 S Cottonwood RdBOZEMAN, MT 59718LAND USE MAP (CONST. ACCESS)LocatorPROPERTY OWNERBozeman Health915 Highland BlvdBozeman, MT 59715406-414-500JOINT OWNER(S) - DEVELOPMENTBozeman Health (owner) &United Surgical Partners International (USPI)15305 Dallas ParkwayAddison, TX 75001972-713-3500SHEET INDEXFOR VISUALIZATION PURPOSES ONLYCIVILxV001TOPOGRAPHIC SURVEYxxC001GENERAL NOTES, HORIZONTALCONTROL AND LEGENDxxxC002DEMOLITION PLANxC010STAGING AREA PLANxxxxC100OVERALL SITE PLAN AND CODE COMPLIANCExxxC101ENLARGED SITE PLANxxxC102ENLARGED SITE PLANxxxC103ENLARGED SITE PLANxxxC104ENLARGED SITE PLANxxxC105ENLARGED SITE PLANxxxC106ENLARGED SITE PLANxxxxC200OVERALL GRADING AND DRAINAGE PLANXXXxC201ENLARGED GRADING AND DRAINAGE PLANxxxC202ENLARGED GRADING AND DRAINAGE PLANxxxC207RETENTION POND SECTIONSxxxC300ENLARGED UTILITY PLANxxxC3016" FIRE SERVICE PLAN AND PROFILIEXXXC3024" WATER SERVICE PLAN AND PROFILExxC400CIVIL DETAILSxxC401CIVIL DETAILSXXC402CIVIL DETAILSXXC403CIVIL DETAILSXXC404CIVIL DETAILSXXC405CIVIL DETAILSC406CIVIL DETAILSAPPLICATION DATA:PROJECT PARKING STATISTICSMEDICAL OFFICE BUILDING = 218 (*125% = 273 MAXIMUM ALLOWED)(4) SPACES PER 34 FTE DOCTORS OR DENTISTS = 136 + (1) SPACE PER 82 FTE EMPLOYEE = 82 TOTAL REQUIRED PARKING SPACES = 214205 NON-ACCESSIBLE + 9 ACCESSIBLE (8 REGULAR + 1 VAN)TOTAL PROVIDED PARKING SPACES = 249 (*25% = 63 MAXIMUM COMPACT)240 NON-ACCESSIBLE (229 REGULAR + 11 COMPACT) + 9 ACCESSIBLE (7 REGULAR + 2 VAN)BICYCLE PARKINGSPACES REQUIRED (10% OF REQUIRED PARKING) = 25SPACES PROVIDED = 26ZONING B-2 COMMUNITY BUISINESS DISTRICTCURRENT LAND USE WAREHOUSE, VACANTPROPOSED LAND USE MEDICAL OFFICE BUILDING (PERMITTED)LAND PARCEL SIZEGROSSNET (MINUS PUBLIC ACCESS EASEMENTS)ACRES (SUBJECT SITE) = 5.02 ACRES= 4.61 ACRESSQUARE FOOTAGE (SF) = 218,864 SF= 200,818 SFSITE STATISTICS(USING NET)=100%200,818 SF PERCENTAGE OF BUILDINGS =10.7%21,411 SFPERCENTAGE OF DRIVES AND PARKING =47.9%96,276 SF.PERCENTAGE OF SETBACKS, O.S. & LANDSCAPE =41.4%83,131 SFPERCENTAGE OF PUBLIC RIGHT-OF-WAY=0%0 SF BUILDING INFORMATION EXISTING NET (FAR)PROPOSED NET (FAR)TOTAL (USING NET)FLOOR TO SITE RATIO (FAR) 0 SF (REMAINING)21,411 SF(1:9)= 21,411 SF/ 200,818 SFBUILDINGS/ STRUCTURES TOTAL21,411 SF (10.7%) 21,411 SF(10.7%)= 21,411 SF(10.7%)MAIN BUILDING21,411 SF(10.7%)21,411 SF(10.7%)= 21,411 SF (10.7%)SUPPORT BLDGS0SF(0%) 0 SF(0%)= 0 SF (0%)(FOOTPRINT ONLY)LEGAL DESCRIPTION (TO BE AGGREGATED):LOYAL GARDEN SUBDIVISION PHASE 1A, S16, T02 S, R05 E, BLOCK 1, LOTS 1, 2, & 3.ZONING MAPBLOCK FRONTAGE MAPCOTTONWOOD RD I-90HUFFINE LNNORTHNORTHNORTHNORTH'MIXED' (PURPLE LINES ALONGCOTTONWOOD, WINNOW CIR,AND ALPHA DRIVE)PROJECTPROPERTYDRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019LANDSCAPExxxxL101OVERALL LANDSCAPE PLANxxxL102ENLARGED LANDSCAPE SITE PLANSxxL201LANDSCAPE SITE DETAILSxxxL301OVERALL PLANTING PLANxxxxxL302ENLARGED PLANTING PLANSxxxL303ENLARGED PLANTING PLANSxxL401PLANTING DETAILSxxL601IRRIGATION DETAILSxL602IRRIGATION DETAILSCONSTRUCTION ACCESS1.HUFFINE LN TOCOTTONWOOD RDGEOTECHNICAL INFORMATIONSEE APPENDIX FOR FULL REPORT BY ALLIED ENGINEERSSERVICES, INC DATED NOVEMBER 2018.·VERY GOOD SUBSUFACE CONDITIONS.·SITE IS UNDERLAIN BY SHALLOW, SANDY GRAVELSBETINNING AT TYP. DEPTH OF 2--4'·GROUNDWATER IN LATE OCTOBER/ EARLY NOVEMBERGENERALLY RATE FROM 4.5'-6.5'COMMUNITY PLAN: COMMUNITY COMMERCIAL MIXED USESNEIGHBORHOOD CONSERVATION: NOWETLAND/WATERCOURSE: YES,JURISDICTIONAL WETLANDHISTORIC DISTRICT: NO FLOOD ZONE: NOUSABLE OPEN SPACE REQUIRED: 4,017 (2% OF PROJECT AREA)USABLE OPEN SPACE PROVIDED: 5,029 SF (2.5%) MIXEDMIXED GATEWAYMIXEDPROJECTAREAPROJECTAREASTAGINGAREADURSTONN 19TH AV 06.14.2019 CITY COMMENTS 06.03.2019 DRC COMMENT 04.23.2019 CITY COMMENTS 02.19.2019 CITY CUP REVIEW 02.12.2019 CITY CUP SUBMITTAL GENERALXXXXXCVRCOVER SHEETB-2R-2R-OB-2'GATEWAY' (ORANGE LINESALONG HUFFINE LN)HUFFINE LNALPHA DRWINNOW CIR COTTONWOOD RDVACANTOPENSPACEPARK MIXEDSFRESIDCOTTONWOOD RD HUFFINE LNWINNOW CIR ALPHA DRHUFFINE LNCOTTONWOOD RD WINNOW CIR ALPHA DRARCHITECT/ENGINEER/SURVEYCTA Architects Engineers411 E Main St, Ste 101Bozemans, MT 59715406.556.7100Project Manager: Theodore ConoverAPPLICANTThe NoliWhite Group436 Main St. Ste 204Franklin, TN 37064ELECTRICALxE100SOVERALL ELECTRICAL SITE LIGHTING PLANxxE101SENLARGED ELECTRICAL SITE LIGHTINGPLAN- NORTHxE102SENLARGED ELECTRICAL SITE LIGHTINGPLAN- SOUTHxxE103SELECTRICAL SITE LIGHTING CUT SHEETSARCHITECTURALxxA110FIRST FLOOR PLANxxA120SECOND FLOOR PLANxxA130THIRD FLOOR PLANxxA140ROOF PLANxxxA200EXTERIOR ELEVATIONSxxxA201EXTERIOR ELEVATIONSxxA300SECTIONS & DETAILS1212248 gas gas gas gas gas gas gas fo fo fo fo fo fo fo fo fo fo fo fogasgasgasgasgasgasgasgasbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bp bt bt bpfofogasgasgasbp bp bp bp bp bpgas 12322242526ssssssssssss ss ss ss ss ssst st ststst7420171615131812bpbpbpbpbpbpSIGNAL21sssssssssstvtvtvtv tvtvtv tv tv tv tv tv tv tv tv tv tvtvtv tvgasgasgas gas ohohohohohohohohohohohohoh oh oh oh oh oh oh oh oh oh oh wmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wmwmwmwmwmwm21191411653108ststststststssssssststsssssssssssssssssswm wm wmwmwmwmwmwmst st st st st st st ststst st bt bt bt bt bt btBBBBssDDDCOTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE HUFFINE LANERIM=4821.60INV 12" RCP(W)=4819.09*RIM=4821.46INV 12" RCP(E)=4818.65*INV 15" PVC(W)=4818.65*INV 15"=4818.39RIM=4822.83INV 8" PVC(E)=4807.57INV 8" PVC(W)=4807.45RIM=4824.488" PVC(E)INV 8" PVC(W)=4809.02RIM=4819.35INV 8" PVC(W)=4817.23SUMP=4816.8TOP=4821.68INV 8" PVC(E)=4806.39*INV 8" PVC(SW)=4806.39*BOTTOM=4801.68*RIM=4821.49INV 8" PVC(SW)=4806.85*INV 8" PVC(SE)=4806.85*INV 8" PVC(N)=4806.65*RIM=4822.89INV 15" PVC(SE)=4818.61*INV 15" PVC(NW)=4818.61*RIM=4820.99INV 15" PVC(SW)=4816.99*INV 18" PVC(NE)=4816.99*INV 15" PVC(SE)=4816.99*INV 18"=4816.46INV 12"=4816.46TOP=4818.26INV 12" PVC(E)=4816.76*INV 10"=4812.40TOP=4819.83INV 12" PVC(N)=4818.26*INV 12"=4816.46INV 10"=4814.31bp bpbpD DRIM=4814.31INV 10" PVC(W)=4812.41SUMP=4812.21RIM=4818.86INV 10" PVC(NW)=4816.68INV 8" PVC(E)=4816.65SUMP=4816.1RIM=4819.48INV 10" PVC(N)=4816.31INV 10" PVC(SE)=4816.32SUMP=4815.7BBBBBBBBBBBBBBBCCCCCBBCCCCCCCBCCCCCDBBBB4828482748264825482648244823482248214 8 2 0 4819481848214820481948174818481948204821482048214819481848184817 481948224823482448264827482748 2 8 48254825482548244823 4822 482448234823 482248214820482248 2 3 48 2 4 482 54825 SIGNAL4824482348224821482148 2 2 48184819 4817481948194 8 2 1 48 2 2 48234824 4818481948174820482148174819GOLDEN GATE AVENUEbp bp bp bp bp ga s S89°39'05"W 226.65' (226 .61' R) N0°55'48"W 371.99' (371.75' R)S10°35'07"E 198.79' RL=20.44', R=270 .00', D=4°20'18"CHORD=S2°34'58"E 20.44 'N88°39'40"E 21.48' (21.39' R)S89°03'40"W 422.80'L=203.35',R=50.00',D=233°01'33"L=46.34',R=50.00',D=53°06'20" S0°21'20"E 113.92' (113.80' R)L=24.99' (24.98' R)R=330.00',D=4°20'21"CHORD=S2°30'51"E24.99'N4°39'51"W 119.64' (119.54' R )N89°35'27"E 92.19' (92.06'R)46.37'47.69'109.30' N0°18'56"W 113.93' (113.80' R) N4°37'51"W 119.88' (119.50' R)L=52.33 ' (52.29 ' R), R=75.00', D=39°58'32"CHORD=N69°43'19"E 51.27'L=52.31' (52 .29' R), R=75.00' , D=39°57'46"CHORD=S69°40'34"W 51.26'S89°38'55"W 119.12'376.23' (376.16' R)258.55' (258.37' R)S0°21'30"E 634.78' (634.53' R)S89°03'40"W 275.67' (275.53' R)N89°03'40"E 275.81 ' (275.62' R)N89°03'40"E 21.22' RN89°39'25"E 38.78' RN0°20'17"W 50.00' RBENCHMARK:CP1 - FIRE HYDRANT ARROW BOLT LOCATED IN THE BOULEVARD AT THENORTH-EAST QUADRANT OF THE WINNOW CIRCLE CUL-DE-SAC. ELEVATIONADJUSTED FROM OPUS DERIVED NAVD88 TO CITY OF BOZEMAN DATUM (NAVD88 -19.4 FEET - www.bozeman.net/ government/engineering/permits-plans-projects/BenchmarkMap and Table). NOTE THAT BENCHMARK ELEVATIONS SHOWN ON THE LOYALGARDENS ASBUILT BENCHMARK SHEET AND BENCHMARK ELEVATIONS LISTED ONTHE CITY OF BOZEMAN BENCHMARK DATABASE ARE IDENTICAL TO ONE ANOTHERBUT THE PUBLISHED DATUM DIFFERS FROM THE CITY DATUM BY APPROXIMATELY2.3 FEET.EXAMPLE:CTA CONTROL POINT #30 ELEVATION= 4828.73 (CITY OF BOZEMAN DATUM)SAME BENCHMARK LISTED ON LOYAL GARDENS BENCHMARK SHEET= 4826.46CITY OF BOZEMAN BENCHMARK DATABASE #2205= 4826.46DIFFERENCE= 2.27 FEET.CONTOUR INTERVAL = 1 FOOTUNDERGROUND PUBLIC UTILITIES WERE LOCATED FROM MARKS FOUND ON THEGROUND IN RESPONSE TO TICKET 18052474. LOCATION OF EXISTING UTILITIESWERE DETERMINED IN ACCORDANCE WITH ASCE 38-02 'STANDARD GUIDELINEFOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.THERE MAY BE OTHER EXISTING UTILITIES NOT INDICATED ON THIS DRAWING.UTILITY QUALITY LEVEL 'B' LOCATED FROM INFORMATION OBTAINED THROUGHTHE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TODETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OFSUBSURFACE UTILITIES.UTILITY QUALITY LEVEL 'C' LOCATED FROM INFORMATION OBTAINED BYSURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BYUSING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TOQUALITY LEVEL 'D' INFORMATION.UTILITY QUALITY LEVEL 'D' LOCATED FROM INFORMATION DERIVED FROMEXISTING RECORDS OR ORAL RECOLLECTIONS.CALL TWO WORKING DAYS BEFORE YOU DIG - 811BCDLEGENDSANITARY SEWER MANHOLESTORM DRAIN MANHOLEFIRE HYDRANT / CONTROL POINTWATER SHUTOFFSTORM DRAIN INLETUTILITY POLEGUYWIRETRANSFORMERTELEPHONE OR TV PEDESTALPOWER METER OR POWER HANDHOLEDECIDUOUS TREECONIFEROUS TREEBUSHCONCRETEASPHALTGRAVELLANDSCAPINGSANITARY SEWER LINESTORM DRAIN LINEWATER LINEUNDERGROUND POWEROVERHEAD UTILITY LINEUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEUNDERGROUND GASFENCELINE - CHAINLINKFOUND PROPERTY CORNER AS NOTEDFENCELINE - WOODENCONTROL POINTSIGNAL POLEWELLWATER VALVESINGLE POLE SIGN OR AS NOTEDssstwmbpohfobtgasDOUBLE POLE SIGNLIGHT POLE - ONE LIGHT AND DIRECTIONGAS METERSTORM DRAIN OPEN GRATEIRRIGATION CONTROL VALVEFENCELINE - BARBED WIREXBOLLARD OR AS NOTED16PROPERTY BOUNDARY - APPROXIMATE - SUBJECTPROPERTY BOUNDARY - APPROXIMATE - ADJACENTBUILDINGEDGE OF VEGETATION AT DRIPLINELIGHT POLESANITARY SEWER CLEANOUT1UNDERGROUND TELEVISIONtvCABLE OR COMMUNICATIONS VAULTWATER MANHOLEMEASUREMENT ASSUMED FROM LOYAL GARDEN ASBUILT PLANS 4800.00*CONTROL POINT TABLEPOINT #13456789101112131415161718192021222324252627DESCRIPTIONCP FH ARROW BOLTYPC 12251REBARYPC 12251YPC 12251MAG NAIL WITH 0.13 SHINER 9518ESYPC UNREADABLEYPC12251YPC UNREADABLEYPC 12251RPC12251 HALF INCH REBARRPC 12251 HALF INCH REBARYPC 12251RPC 12251 HALF INCH REBARRPC 12251 HALF INCH REBARRPC 12251 HALF INCH REBARRPC 12251 HALF INCH REBARYPC 12251RPC 12251 HALF INCH REBARYPC 12251CP MAG NAILFH ARROW BOLTCP MAG NAILCP MAG NAILCP MAG NAILMAG NAIL WITH 0.13 SHINER 9518ESNORTHING20499.2720463.8020465.1820504.4620599.7420830.0320397.9420133.8220165.1820169.8420170.3420188.1120206.6420289.3220309.7420309.3920284.4320423.2820423.6020462.5420391.0620823.1820431.3120531.3920834.7420825.38EASTING28071.6828096.7128323.3228075.3828141.7127622.6327742.9527924.2428028.4428088.2228109.7028157.7928325.0128078.5428077.6228017.6128018.7128016.9028076.9927904.5327787.1428336.1028325.0828331.6028314.5127346.86ELEVATION4825.02'4822.79'4824.64'4822.31'4819.97'4816.41'4821.93'4825.69'4825.61'4825.91'4826.20'4826.41'4826.89'4823.27'4822.86'4822.98'4823.39'4822.47'4821.67'4820.20'4822.02'4822.44'4824.85'4823.59'4820.59'4815.51'DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.13.18 09:26 AM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_V001.dwgV001TOPOGRAPHIC SURVEYWORK COMPLETEDJULY 21, 2018VERNONUSPI_SURGCENT249 fo fo fo fo fo fo fo fo fo fo fo fongngngngngngngngngngngngbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bt bt bt bt bpfofobp bp bp bp bp bpng SHYDHY Dss HUFFINE LANECOWSOWSOfmfmfmfmfmfm fm fm fm fm fmGGGGst st stststDDDDDDGGGbslbslbslbslbslbslbslbslbslbslssssssssssSStv tvtvtv tvtvtv tv tv tv tv tv tv tv tv tv tvtvtvtv OLD R&S SUPPLYBUILDING (VACANT)ng ng ng ng ng ng ng ng ng ng ng ohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohlWW wmwmwmwmwmwmwmws wmwmwmwmwmwm wm wm wm wmststststststfmfmfmsssssssssssssswm wm wmwmwmwmwmwmststst st st ststst bt bt bt bt bt btSOUTH COTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE Gbp bpb p st st stststn g ng ngngngGOLDEN GATE AVENUEBAXTER CREEK bp bp bp bp bpUTILBLDGALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD ohlohlONLYONLYONLYONLYONLYONLY10"12"11111222222234555555567788999999101112121313141415161616161616161617171718181819212022222.0' MINSAWCUT1423232323232323232323232354'47'1610.0'6.00'DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C002.dwgC002DEMOLITIONPLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C002DEMOLITION PLANSCALE: 1" = 40'020'40'80'NORTH REFKEY NOTES1REMOVE EXISTING CONCRETE.2REMOVE EXISTING CURB.3REMOVE EXISTING SIGN.4REMOVE EXISTING BLDG, LOADING DOCK AND FOUNDATION.5REMOVE EXISTING TREE.6REMOVE EXISTING BUSH(ES).7REMOVE EXISTING CURB STOP AND SERVICE PIPE BACK TO WATERMAIN. CAP AND PLUG AT WATER MAIN.8ABANDON AND CAP EXISTING IRRIGATION WATER WELL PER STATELAW. PERFORMED BY OTHERS.9REMOVE EXISTING ICV AND REMOVE IRRIGATION PIPING.10REMOVE EXISTING BURIED POWER. COORDINATE WITH NORTHWESTENERGY.11REMOVE EXISTING POWER PULL BOX AND RELOCATE. SEE ELECTRICALPLANS.12REMOVE EXISTING CATCH BASIN AND ASSOCIATED STORM PIPE.13REMOVE EXISTING FENCING.14REMOVE EXISTING BURIED TELEPHONE. COORDINATE WITH UTILITY.15REMOVE EXISTING NATURAL GAS LINE. COORDINATE WITHNORTHWEST ENERGY.PROJECT CONDITIONS1.STRUCTURES TO BE DEMOLISHED WILL BE DISCONTINUED IN USE AND VACATED PRIOR TO THE START OF WORK.2.THE OWNER ASSUMES NO RESPONSIBILITY FOR CONDITION OF STRUCTURES TO BE DEMOLISHED.3.CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY OWNER ASPRACTICABLE. VARIATIONS WITHIN STRUCTURES MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONSPRIOR TO START OF DEMOLITION WORK.4.UNLESS OTHERWISE INDICATED IN CONTRACT DOCUMENTS OR SPECIFIED BY THE OWNER, ITEMS OF SALVAGEABLEVALUE TO CONTRACTOR SHALL BE REMOVED FROM SITE AND STRUCTURES. STORAGE OR SALE OF REMOVED ITEMS ONSITE WILL NOT BE PERMITTED AND SHALL NOT INTERFERE WITH OTHER WORK SPECIFIED IN CONTRACT DOCUMENTS.SITE PREPARTION1.PROVIDE, ERECT, AND MAINTAIN EROSION CONTROL DEVICES, TEMPORARY BARRIERS, AND SECURITY DEVICES PRIORTO THE START OF DEMOLITION.2.PROTECT EXISTING LANDSCAPING MATERIALS, APPURTENANCES, AND STRUCTURES WHICH ARE NOT TO BEDEMOLISHED. REPAIR DAMAGE CAUSED BY DEMOLITION OPERATIONS AT NO COST TO OWNER.3.THE CONTRACTOR IS RESPONSIBLE TO PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDEBRACING AND SHORING AS NEEDED.4.MARK LOCATION OF UTILITIES. PROTECT AND MAINTAIN IN SAFE AND OPERABLE CONDITION UTILITIES THAT ARE TOREMAIN. PREVENT INTERRUPTION OF EXISTING UTILITY SERVICE TO OCCUPIED OR USED FACILITIES, EXCEPT WHENAUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURINGINTERRUPTIONS TO EXISTING UTILITIES AS ACCEPTABLE TO GOVERNING AUTHORITIES AND OWNER.5.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANYDEMOLITION ACTIVITIES.DEMOLITION NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND PINS.2.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURINGCONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRSSHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS3.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.4.THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANYOTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURE. CONTRACTOR SHALL USESUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED,FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITHPERFORMANCE CRITERIA FOR OSHA.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING DEMOLITION, WHICH INCLUDES BUT ISNOT LIMITED TO CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC.6.THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT OWNER AS TO SPECIFIC DETAILS REGARDING REMOVAL OFEXISTING BUILDINGS, CONTENTS AND ASSOCIATED APPURTENANCES.7.THE CONTRACTOR IS RESPONSIBLE TO INSPECT THE SITE PRIOR TO BIDDING AND INCLUDE IN THE BID ANY AND ALLITEMS TO BE REMOVED, DEMOLISHED, OR MAINTAINED AS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECTWHETHER THEY ARE SHOWN ON THIS PLAN OR NOT.8.ALL MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE AT THE CONTRACTORSEXPENSE UNLESS OTHERWISE INDICATED BY THE OWNER. AN APPROPRIATE DUMP SITE SHALL BE NOMINATED BY THECONTRACTOR PRIOR TO THE START OF CONSTRUCTION.9.THE CONTRACTOR SHALL VERIFY LOCATIONS AND MATERIAL TYPES OF ALL UTILITIES PRIOR TO THE START OFDEMOLITION.10.THE CONTRACTOR SHALL CONTACT OTHERS (ARBOR MEDIC) FOR ANY RELOCATION OF EXISTING TREES PRIOR TOCONSTRUCTION.11.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND INEXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS.12.TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE BARRICADES AND SIGNS INACCORDANCE WITH MUTCD GUIDANCE AND AS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. EFFECTIVELIGHTING OF OBSTRUCTIONS SHALL BE PROVIDED AT NIGHT.13.PROTECTION OF PROPERTY - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATEPROPERTY ADJACENT TO HIS WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THECONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION, ALL IMPROVEMENTS WITHIN OR ADJACENTTO THE WORK AREA WHICH ARE NOT DESIGNATED FOR REMOVAL, AND WHICH ARE DAMAGED OR REMOVED AS ARESULT OF OPERATIONS.16REMOVE EXISTING ASPHALT.17EXISTING STORM PIPE TO REMAIN.18EXISTING STORM MANHOLE / CATCH BASIN TO REMAIN.19EXISTING SANITARY SEWER PIPE TO REMAIN.20REMOVE EXISTING SANITARY SEWER SERVICE. CAP AND PLUG LINE.21REMOVE EXISTING WATER SERVICE LINE. CUT AND PLUG LINE.22EXISTING SANITARY SEWER FORCE MAIN TO REMAIN.23EXISTING TREES TO REMAIN. SEE LANDSCAPE PLANS FOR PROTECTIONSPECIFICATIONS. 1 04.23.2019 CITY COMMENTS11113 3 06.14.2019 CITY COMMENTS250 SHYDHY D HUFFINE LANEGGGGst st stststDDDDDDGGSSohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohlWstststststst ststst st st ststst SOUTH COTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE st st stGOLDEN GATE AVENUEBAXTER CREEKUTILBLDG ALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD ohlohlONLYONLYONLYONLYONLYONLY1ST FFE = 4823 STAGINGAREAPHASE 1STAGINGAREAPHASE 2DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C010.dwgC010STAGING AREA PLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C010STAGING AREA PLANSCALE: 1" = 40'020'40'80'NORTH REFPROPOSED BUILDINGCONSTRUCTION NOTES1.THE CONTRACTOR SHALL INSTALL SILT FENCE OR EQUAL EROSION CONTROL MEASURES TO PREVENT SEDIMENTATION OFTHE EXISTING DETENTION POND.2.THE CONTRACTOR IS RESPONSIBLE FOR FENCING AND SECURING THE STAGING AREA.3.RESTORATION OF THE STAGING AREA INCLUDES RE-GRADING OF THE SITE PER THE CIVIL DRAWINGS AND VEGETATIONAPPLICATIONS PER THE LANDSCAPE DRAWINGS.251 fo fo fo fo fo fo fo fo fongngngngngngngng ngbpbpbpbpbpbpbpbpbpbpbp bp bp bpfobp bp bp bp SHYDHYDfmfmfm fm fm fm fm fm GGGGst st stststDDDDDDDGGbslbslbslbslbslbslbslbslssssssssSSStv tvtv tv tvtv tv tv tv tv tv tv tv tvtvtv ng ng ng ng ng ng ng ng ng ohlohlohlohlohlohlohlohlohlohlohlohlohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohlWwmwmwmwmwmwmwmwm wmwm wm wm wmstststfmfmsssssssssswmwmwmwmwmwm ststst st stst bt bt bt bt btst st n g BAXTER CREEK bp bp bp bpUTILBLDG ohlohlohlohlohlONLYONLYONLYONLYONLYONLYONLY ONLY ONLYONLY ONLYONLYONLYONLY 10"12" SS SS SS SS SS SS S S STSTPROPOSED BUILDINGCIVIL 1ST FFE = 4823.0'ARCH 1ST FFE = 100.0'FST NGNGNGNGNGNGNGNGB P B P BPBP1C1031C1061C1041C1011C1051C102N0°55'48"W 371.99' (371.75' R)L=20.44', R=270.00', D=4°20'18"CHORD=S2°34'58"E 20.44'N88°39'40"E 21.48' (21.39' R)S89°03'40"W 422.80'L=203.35',R=50.00',D=233°01'33"L=46.34',R=50.00',D=53°06'20"S0°21'20"E 113.92' (113.80' R)L=24.99' (24.98' R)R=330.00',D=4°20'21"CHORD=S2°30'51"E24.99'N4°39'51"W 119.64' (119. 5 4 ' R )N89°35'27"E 92.19' (92.06'R)46.37'47.69'109.30' N0°18'56"W 113.93' (113.80' R) N4°37'51"W 119.88' (119. 5 0 ' R )L=52.33' (52.29' R), R=75.00', D=39°58'32"CHORD=N69°43'19"E 51.27'L=52.31' (52.29' R), R=75.00', D=39°57'46"CHORD=S69°40'34"W 51.26'S89°38'55"W 119.12'376.23' (376.16' R) 258.55' (258.37' R) S0°21'30"E 634.78' (634.53' R)S89°03'40"W 275.67' (275.53' R)N89°03'40"E275.81'(275.62' R)N89°39'25"E 38.78' RN89°03'40"E 21.22' RN0°20'17"W 50.00' RINGRESSEGRESSINGRESSEGRESSINGRESSEGRESS82'22'33'80'BAXTER CREEK PROPERTY LINE100-YRFLOODPLAINSETBACKEXST SHARED USE PATHWAY, TYP.EQUIP. YARD/DUMPSTERSTORM/SNOWSTORM/ SNOW WATERCOURSESETBACK ZONE 2EXTENTSTORM/ SNOW STORM/SNOW25' BLDG SETBACK10' SETBACK/ UTILITY ESMT 10' SETBACK/ UTIL ESMT 10 ' S E T B A C K 30' UTILITY ESMT35' ACCESS ESMTADD'L 10' UTILITY ESMT 10 ' SETBACK /UT ILESMT 40' UTILESMT30' ACCESSESMTDITCHESMT UTILITY ESMT HIGHWATERWETLAND50'MARSHADJUSTEDPATH,TYP.ADJUSTEDCURB,TYP.NEWACCESSESMT, TYP.VISIONTRIANGLE, TYP.50'50'371.99422.80 STREET FRONTAGE:REQ. 9, PROS. 9634.78 STREETFRONTAGE: REQ. 13PROPS. 13236.76 STREETFRONTAGE TREES: REQ.5 EXST. 9295.75 STREET FRONTAGE: REQ. 6 LARGE EXSTING 5 LARGE 2SMALLUTILITY ESMT.EXST SHARED USEPATHWAY, TYP.PROP.COMPACTPARKING.PROP.COMPACTPARKING. ZONE 1EXTENTBIKE RACKSBIKE RACKSROW120.0'HUFFINE LANESOUTH COTTONWOOD ROAD WINNOW CIRCLE ALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C100.dwgC100OVERALL SITE PLANANDCODE COMPLIANCERISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C100OVERALL SITE PLAN AND CODE COMPLIANCESCALE: 1" = 50'025'50'100'NORTH REFCONSTRUCTION NOTES1.THE CONTRACTOR SHALL REFER TO BUILDING PLANS FOR LOCATION AND DIMENSIONS OF SLOPED PAVING, EXITPORCHES, TRUCK DOCKS, BUILDING DIMENSIONS, BUILDING ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATIONS ANDSIZES OF ROOF DOWNSPOUTS.2.ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MANUAL ON UNIFORM TRAFFICCONTROL DEVICES FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS.3.ALL CURB RADII SHOWN ARE TO FACE OF CURB.4.ALL PAVING DIMENSIONS ARE TO FACE OF CURB, WHERE APPLICABLE, UNLESS OTHERWISE NOTED.5.ALL COORDINATES SHOWN ARE TO FACE OF CURB OR OUTSIDE OF WALL.6.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT.7.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENTROADWAYS.8.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION,SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO ORBETTER THAN EXISTING CONDITIONS.9.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.PAVING NOTES1.PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.2.REPORT TITLED, "GEOTECHNICAL REPORT, BOZEMAN HEALTH AMBULATORY CARE FACILITY, SOUTHWEST CORNER OFHUFFINE LN / COTTONWOOD RD, BOZEMAN, MONTANA", PREPARED BY ALLIED ENGINEERING SERVICES INC., DATEDNOVEMBER 2018.ROW150.0'VARIESALONG SUBJECTPROPERTY79.4'18.0'9.0'16.0'16.0' 1 04.23.2019 CITY COMMENTS111111252 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SSSSSTSTSTSTST STSTSTWSWSFFSTSTSTST STSTSTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGB P BP BP B P BPBPBPBPSTB P BP BPBP ngfo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fongngngngngngngngngn g ngngngngngng ngngngngngngngngbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bp bp bp bp bp bpbpfofofofofobp bp bp bp bp bp bp bp bp bp b p bpng ng SHYDHY D HUFFINE LANEfmfmfmfmfmfmfmfmfmfm fm fm fm fm fm fm fm fm fm fm fmfm GGGGst st st st st stststststststststDDDDDDDGGbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbsl bslbslbslbslSIGNALssssssssssssssssssssSSStv tv tvtvtvtvtv tv tv tvtvtvtvtv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtv tv tvng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ngohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlW wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wmstststststststststst st st st stststfmfm fmfmfmfmssssssssssssssssssssssssssssssssssss ss sssswm wm wm wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmstststststststststststststststststst bt bt bt bt bt bt bt bt bt bt bt btSOUTH COTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE NOTE: MARKS PER LOCATE REQUESTDO NOT MATCH ASBUILT PLANSFOR WATER IN THIS AREASIGNALst st st st st st1' NO ACCESS STRIPEXCEPT AT PUBLICACCESS EASEMENT1' NO ACCESS STRIPEXCEPT AT PUBLICACCESS EASEMENTst ng ngGOLDEN GATE AVENUE1' NO ACCESS STRIPALONG HUFFINE LANEBAXTER CREEK bp bp bp bp bp bp bp bp bp bp bpUTILBLDGALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD ohlohlohlohlohlONLYONLYONLYONLYONLYONLY10"12" BAXTER CREEK NEW BUILDINGPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINE 100-YRFLOODPLAINSETBACKEXST SHARED USE PATHWAY, TYP.EQUIP. YARD/DUMPSTERSTORM/SNOWSTORM/ SNOW WATERCOURSESETBACK ZONE2 EXTENTSTORM/ SNOW STORM/SNOW25' BLDG SETBACK10' SETBACK/ UTILITY ESMT 10' SETBACK/ UTIL ESMT 10 ' S E T B A C K PROPERTY LINE 30' UTILITY ESMT35' ACCESS ESMTADD'L 10' UTILITY ESMT 1 0 ' SETBACK /UT I LESMT 40' UTILESMT30' ACCESSESMTDITCHESMT UTILITY ESMT HIGHWATERWETLAND50'MARSHADJUSTEDPATH,TYP.NEWACCESSESMT, TYP.VISIONTRIANGLE, TYP.ACCESS EASEMENT1L102BUILDINGLANDSCAPESITE PLAN50'50'371.99422.80 STREET FRONTAGE:REQ. 9, PROS. 9 EXIST 2634.78 STREET FRONTAGE:REQ. 13 PROPS. 13236.76 STREET FRONTAGETREES: REQ. 5 EXST. 9183.69295.75 STREET FRONTAGE: REQ. 6 LARGE EXSTING 5 LARGE 2 SMALLUTILITY ESMT.EXST SHARED USEPATHWAY, TYP. ZONE 1 EXTENT30.00PROTECTEXISTINGSHRUB TOREMAIN10L402TREEPROTECTIONFENCE, TYP.EXPANSION JOINT,SEE CIVIL TYP.CONTROL JOINT,SEE CIVIL TYP.PROTECT EXST TREES,LAWN/ IRRIGATION, TYP.EGRESSENTRANCEMAINENTRANCESERVICEENTRANCECTGEN.DISCHARGEEQUIPMENTTPUBLICPLAZAENTRANCEDROP-OFFSITE DEVELOPMENT STANDARDSCURRENT ZONING:B2 (COMMUNITY BUSINESS DISTRICT)BLOCK FRONTAGE:HUFFINE LANE = GATEWAY FRONTAGECOTTONWOOD ROAD = MIXED FRONTAGEWINNOW CIRCLE = MIXED FRONTAGEALPHA DRIVE = MIXED FRONTAGESITE SETBACKS:FRONT.................................................PER BLOCK FRONTAGE, SEE PLANSREAR....................................................10 FTSIDE.....................................................5 FTSIDE/REAR ADJACENT TO ALLEY....5 FTPARKING LOT SETBACKS:FRONT.................................................PER BLOCK FRONTAGE, SEE PLANSREAR....................................................10 FTSIDE.....................................................8 FTPARKING:PROVIDED...........................................249 SPACESSTALLS PROVIDEDBIKE STALLSREQUIREDBIKE STALLSPROVIDED2492526BIKE PARKING(10% OF VEHICULAR STALLS)DEVELOPMENTENVELOPEREQUIREDOPEN SPACEPROVIDEDOPEN SPACE200,818 SF(nowetland/floodplain setback)4,017 SF(2%)5,029 SF(2.5%)USABLE COMMERCIAL OPEN SPACE (2% OF DEVELOPMENT ENVELOPE)IRRIGATION WATER NOTES:1.IRRIGATION CALCULATIONS ARE DONE USING THE EPA WATER SENSE WATER BUDGE TOOL V.1.2.2.IRRIGATION VOLUMES ARE FOR THE PEAK WATERING MONTH (JULY)3.IRRIGATION IS TO OPERATE FROM MAY 1ST - SEPTEMBER 30THNEW DRIP IRRIGATION IN PLANTERS=59,991 GALLONS PER MONTHNEW ROTOR IRRIGATION IN MEADOW AREAS=33,111 GALLONS PER MONTHNEW ROTOR IRRIGATION IN TURF AREAS= 95,315 GALLONS PER MONTH= 188,416 GALLONS PER MONTHGENERAL SUBMITTAL NOTES:1.PROTECT ALL EXISTING TREES TO REMAIN AS SHOWN ON CIVIL AND L101 SHEETS WITH MINIMUM OF ORANGEPLASTIC FENCING. MAINTAIN EXISTING GRADES WITHIN TREE DRIP LINE, DO NOT STORE EQUIPMENT OR MATERIALWITHIN THIS ZONE.2.FOR AREAS NOT TO BE DEMO'D CONTRACTOR SHALL PROTECT EXISTING SOILS AND VEGETATION. NO VEHICLES OREQUIPMENT SHALL BE RUN OVER THE TURF WITHOUT PROVIDING SHEETS OF PLYWOOD UNDERNEATH TODISTRIBUTE THE WEIGHT AND PROTECT THE VEGETATION AND IN-GROUND IRRIGATION SYSTEM. CONTRACTORSHALL REVIEW ANY SUCH OVER-THE-TURF ACTIVITY WITH BSD PRIOR TO THE ACTIVITY. NO VEHICLE PARKING ONTURF.3.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED AND HYDROSEEDED IF NOT WITHINEXISTING OR PROPOSED IRRIGATED SOD TURF AREAS. A DISTURBED AREA SHALL BE WHERE CONSTRUCTIONACTIVITIES INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING AND PARKING OR ANYOTHER FORM OF EXCAVATION, COMPACTION, OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OFEXISTING GROUNDCOVER OR GRADE.4.PROVIDE 3" ORGANIC SHREDDED MULCH IN PLANTER AREAS.5.EDGINGS TO BE AS DETAILED6.ALL LANDSCAPE AREAS TO BE 25% SLOPE OR LESS.7.ALL TREE TRUNKS TO BE LOCATED 10' MINIMUM FROM UTILITY LINES.8.ALL NEW PLANT MATERIAL SHALL BE IRRIGATED WITH EXISTING DOMESTIC IRRIGATION SYSTEM.8.1.TREES TO BE IRRIGATED BY ROOT ZONE WATERING SYSTEM. SHRUBS, GROUNDCOVERS AND PERENNIALS TOBE IRRIGATED BY DRIP IRRIGATION. TURFS AND MEADOW AREAS TO BE WATERED BY WATER-EFFICIENTMATCH-PRECIPITATION RATE ROTORS AND SPRAY HEADS.8.2.IRRIGATION SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES ANDREGULATIONS, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS.8.3.IRRIGATION SYSTEM TO BE DESIGNED TO PREVENT OVER-SPRAY ONTO BUILDING AND PAVED SURFACES.8.4.ZONES TO BE DESIGNED WITH REGARD TO PLANT MATERIAL AND WIND AND SUN EXPOSURE TO ENSUREPROPER PLANT REQUIRED WATER COVERAGE.8.5.CONTRACTOR TO PROVIDE TEMPORARY WATERING TO ESTABLISH AREAS HYDROSEEDED WITH DRYLANDGRASS MIX AND BIORETENTION GRASS MIXSITE LEGENDPROP. CONCRETE, SEE CIVIL FOR ALL OTHER PAVEMENTPROP. BIKE RACK (2 SPACE PER RACK )PROP. SCULPTURE BY OTHER, SEE NOTESPROP. WASTE RECEPTACLEPROP. METAL BENCHESPROP. CONCRETE BENCHESPROP. EXPANSION JOINTPROP. CONTROL JOINTPROP. USABLE OPEN SPACE (O.S.): 7,553 SFPROP. SNOW MELT- CIVIL & ELEC.PROP. SPLASH BLOCK, SEE DETAIL.PROP. TREE PROTECTION06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L101-L102.dwgL101OVERALLLANDSCAPESITE PLAN03.23.2019 CITY COMMENTS06.03.2019 DRC COMMENTSOSTERGAARD LAST NAME1L101OVERALL LANDSCAPE SITE PLAN 1"=40'-0"NORTH REF80'40'20'0SCALE: 1" = 40'PROPERTY OWNERBozeman Health915 Highland BlvdBozeman, MT 59715406-414-500JOINT OWNER(S) - DEVELOPMENTBozeman Health (owner) &United Surgical Partners International (USPI)15305 Dallas ParkwayAddison, TX 75001972-713-3500ARCHITECT/ENGINEER/SURVEYCTA Architects Engineers411 E Main St, Ste 101Bozemans, MT 59715406.556.7100Project Manager: Theodore ConoverLEGAL DESCRIPTION (TO BE AGGREGATED):LOYAL GARDEN SUBDIVISION PHASE 1A, S16,T02 S, R05 E, BLOCK 1, LOTS 1, 2, & 3.PROJECT LOCATION5031 S Cottonwood RdBOZEMAN, MT 5971812111111111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA T E OF MONTANALANDSCAPE ARCHITECT DEBRALICENSED264ANN-LESLIEROSA2221253 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S SSSSSTSTSTSTSTSTSTSTWS WSWSWS F F FFFSTSTSTSTSTSTSTST STSTSTSTSTSTSTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPB P BPBPBPBPBPBPBPBPBPBPBPBPBPBPB P BP BPBPBPBPBP BP ST fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fofofofofofo fofoHY D tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtvohlohlohlohlohlohlohlohlohlohlohlohlohlohl ohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp10"NEW BUILDINGPROPERTY LINE EXST SHARED USE PATHWAY, TYP.EQUIP. YARD/DUMPSTER10' SETBACK/ UTILITY ESMT ADD'L 10' UTILITY ESMT SIDEWALK,TYP.UNCOVEREDBICYCLEPARKING, TYP.WATER/FIRESERVICESTORM, TYP.2L102SIDEWALK,TYP.NORTHEASTPEDESTRIANPLAZA3L102MAIN ENTRANCEPLAZABUILDING ROOF LINE, TYP.TRASH ENCLOSUREGATE AND WALL, SEEARCH AND CIVIL. SEEPLANTING PLAN FORMULCH2.002.003L201METAL SHORT-WALL(SOUTH OF BLDG, 2PLANTERS)4L201BICYCLE PARKING5L201METAL RETAININGWALL(NORTH OF BLDG,3 PLANTERS)9L201SPLASH BLOCK1 OF 417.00 TOP OF WALL FLUSHW/ CONC. TYP.15.50SPLASHBLOCK, TYP.10L201MOW EDGE8L201STEPPINGSTONES(3 OF 5)EGRESSENTRANCEMAINENTRANCESERVICEENTRANCECTGEN.DISCHARGEEQUIPMENTTPUBLIC PLAZAENTRANCEDROP-OFFSOUTHERN OPENSPACE. (4,420 SQ.)NORTH EASTOPEN SPACE.(609 SQ.)fo fo fo fo fo fo fo fo fo fo fofofofofofofotv tv tv tv tv tv tv tv tvtvwmwmwmwmwmwmwmwmbpEXST PATHBUILDINGWINDOWSPLASHBLOCK, TYP.METALEDGING, TYP.SEATINGBLOCK, TYP.(1 OF 6)2L201CONCRETE,SEE CIVIL, TYP.CONCRETEBAND, TYP.1L201EXSTUTIL.BOXES9'3.5'7.91'9.5'0.5'TYP.ROOF LINESTEPPINGSTONE SECTION8L201EGRESSPUBLICPLAZAENTRANCE2'TYP.0.5'STAIR ANDHANDRAIL10L2015.5'8.5'STSTSTSTSNOW MELT,SEE CIVIL, TYP.CONCRETE,SEE CIVIL,TYP.BUILDING CANOPYCOLUMN, TYP.BUILDING CANOPYROOF LINE, TYP.BUILDINGWINDOW, TYP.BENCH, TYP.(1 OF 2),CNTR ON COLUMN6L201WASTERECEPTACLECNTR ON ARCH7L2010.50 CONTROL JOINT,TYP.1.00 MAINENTRANCE06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L101-L102.dwgL102ENLARGEDLANDSCAPE SITEPLANS03.23.2019 CITY COMMENTS06.03.2019 DRC COMMENTS OSTERGAARD LAST NAME1L102BUILDING LANDSCAPE SITE PLAN 1" = 20'-0"NORTH REF40'20'10'0SCALE: 1" = 20'20'10'5'0SCALE: 1" = 10'2L102PEDESTRIAN PLAZA 1"=10'-0"NORTH REF20'10'5'0SCALE: 1" = 10'3L102MAIN ENTRANCE PLAZA 1"=10'-0"NORTH REF11111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA TE OF MONTANALANDSCAPE ARCHI TECT DEBRALICENSED264ANN-LESLIEROSA222254 8L201STEPPING STONE SECTION 1/2"=1'-0"LANDSCAPE APPLICATIONCONCRETE BAND APPLICATION6"1"NOTE:1.STEPPING STONE TO BE 82"x24"x 2-1/2" MINIMUM THICKNESS PRECAST CONCRETE. VERIFY WITH PLAN GEOMETRY.2.VERIFY FINISH WITH ARCHITECT. COLOR TO BE STANDARD GRAY3.INSTALL FLUSH WITH FINISH GRADE.4.SEE PLANTING PLAN FOR EDGING DETAIL5.SEE PLANTING PLAN FOR MULCH.SEE PLANPLAN VIEWSEE PLAN6"EDGING, TYP.ADJACENT CONCRETEBAND, TYP.MULCH, TYP.STEPPING STONE, TYP.MATCH CONCRETE BAND STEPPING STONE, TYP.FINISH GRADEMASONRY SAND #2 TAMPERED34" MINUS GRAVEL BASE COURSECOMPACTED SUBGRADEEDGING, TYP.5L201METAL RETAINING WALL SCALE = 3/4" = 1'0"30" MAX. 6" 12" 5'-0"FINISH GRADE,SLOPE AWAYMETAL PLATEAS NOTEDFINISHGRADEHSS 4"x4"x14" @4' O.C. WELD TOMETAL PLATECONCRETE FOOTING, TYP.4'-0" 1'-0"1'-0"1'-6"7" EZ FLOWDRAIN TOSTORMSEWERFRONT6'-114"212"6'-0"1'-812"2'-714" 2'-134" 1'-534" 2'-338" 878"NOTES:1.BENCH TO BE PLAINWELL,72" LONG SURFACEMOUNT BENCH AS MANUF.BYWWW.LANDSCAPEFORMS.COM.COLOR BRONZE.2.INSTALL PERMANUFACTURER'SWRITTENSPECIFICATIONS.3.COORDINATE ANCHORSWITH SNOW MELT SYSTEMFINISH GRADE, CONCRETEPAVEMENT, SEE DETAILSEAT AND BACKPLANSIDE6L201BENCH SCALE = 3/4"=1'-0"NOTES:1.BENCH TO BE PLAINWELL, SIDE OPENING, 35-GAL CAPACITY, SURFACEMOUNT, LITTLER RECEPTACLES AS MANUF. BYWWW.LANDSCAPEFORMS.COM COLOR TO MATCH BENCH.2.INSTALL PER MANUFACTURER'S WRITTEN SPECIFICATIONS.3.COORDINATE ANCHORS WITH SNOW MELT SYSTEM7L201WASTE RECEPTACLE SCALE = 3/4"=1'-0"2'-1"3'-9"2'-514"R1'-218"ROTOMOLDED PLASTICTOP, ATTACHED BY CABLEALUMINUM EXTRUSIONSLATSSURFACE MOUNT.CORROSION-RESISTANTANCHORING HARDWARESUPPLIED BY OTHERS. Ø.406(10) HOLES WITHCOUNTERBORE PROVIDEDFOR SOCKET HEAD CAPSCREWS.SIDEFRONTPLANIRRIGATION SLEEVE ANDLATERAL BELOW METALPLATE BETWEEN FOOTINGS1'-6"612"#4 TIES @ 8"WITH 3 - #4 TIES@ 2" AT TOP.6- #6 VERTSBARS3"SECTIONELEVATION2" 3"6- #6 VERTSBARSTIESHSS 4"x4"x14"11L201STAIR AND HANDRAIL SCALE = 3/4"=1'-0"3'-0"2'-6"1'-0"8"8"2%12" EXPANSION JOINT, TYP.6" MAX. RISER,EQUAL HEIGHT,VERIFY W/ CIVIL4" GRAVEL SURFACE#4 REBAR AT 12" OC EA WAYR12"X"6"1'-0"HANDRAIL, SEE NOTESNOSING,SEE NOTESNOTES:1.RAILING TO BE 1 1/2" DIA.GALVANIZED STEEL PIPE.2.NOSING TO BE 3/16"SLIP-RESISTANTSTAINLESS STEEL.8'-8" 2'-0" BAND6"8"6"6"R12"CONCRETE BAND 1"=1'-0"1L201#4 DOWEL @ 18" O.C.THICKENED EDGE, WHEREAPPLICABLE, SEECONCRETE PAVEMENT(2) #4 REBAR, 3" MIN. CLRCONCRETE3/4" MINUS CRUSHEDGRAVELADJACENT LANDSCAPEWHERE APPLICALEGRADE12 12"18" 214" 778"77 8"77 8"23 12"23 12"778"778"778"NOTES:1.SEATING BLOCK TO BE MODEL SOCRATES 24" AS MANUFACTUREDBY WWW.LANDSCAPEFORMS.COM. COLOR: GREY.2.INSTALL PER MANUFACTURER'S SPECIFICATIONS.3.CONCRETE THICKNESS TO BE 8" WHEN SURROUNDED BYCONCRETE 12" WHEN ADJACENT TO TURF.2L201SEATING BLOCK 1"=1'-0"DOWELØ 112"INSTALL DOWELSPER MANF2'-0"SEE NOTES4"FINISH GRADE,ADJACENTCONCRETEELEVATIONPLANSECTIONSEATING BLOCKEXPANSION JOINTNOTES1.PLATE METAL TO BE 12" HIGH STRENGTHLOW-ALLOW STEEL (CORTEN) PER ASTM A242.2.PROVIDE MOCK-UP SUBMITTAL FOR PLATESEAMS.3.MAINTAIN UNIFORM TOP OF WALL ELEVATION.< 6" 6"12"#4 REBAR @ 4' O.C.WELD TO METALPLATE1'-0" 1'-0"NOTES1.SEE METAL RETAINING WALL DETAIL FOR METALPLATE, DRAIN, TOP OF WALL ELEVATION, IRRIGATION,MOCK-UP SUBMITTAL AND OTHER INFORMATION.2.SEE LANDSCAPE EDGING DETAIL FOR APPLICATIONW/ NO CHANGE IN GRADEFINISH GRADE,SLOPE AWAYMETAL PLATEAS NOTEDFINISHGRADEDRAIN3L201METAL SHORT-WALL 1"=1'-0"2'-93 4"1'-978"1'-518"1'-712"SECTIONISOMETRICNOTES:1.BIKE RACK TO BE MODEL: U-238-SF-G AS MANUF. BY MADRAX, WWW.MADRAX.COM. COLOR MATCHBENCH.2.INSTALL BIKE RACKS ACCORDING TO MANUF.'S SPECIFICATIONS.FINISHGRADECONCRETELAG BOLT2 EA 916" DIA.HOLE, TYP.4L201BICYCLE PARKING 1"= 1'-0"CONCRETE34" MINUS CRUSHEDGRAVELIRRIGATION SLEEVE ANDLATERAL, SEE IRRIGATIONIF APPLICABLESPLASH BLOCK 1"=1'-0"9L401CRUSHED AGGREGATE BASEGEOTEXTILE FABRIC ASSPECIFIED IN 329300'PLANTS', OVERLAP ATLEAST 12"FLAGSTONE SPLASH BLOCK,SET FLUSH WITH FINISHEDGRADE,ADJACENT PLANTINGSNOTES:1.SPLASH BLOCK TO BE CUT STONE,SIZE 1.5' X 3' X 2.5", COLORNATURAL LIGHT TAN2.DO NOT USE UNIT STONE WITH CHIPS, CRACKS, VOIDS,DISCOLORATIONS, OR OTHER DEFECTS THAT MIGHT BE VISIBLE ORCAUSE STAINING IN FINISHED WORK.3.GRADED AGGREGATE FOR BASE: SOUND, CRUSHED STONE ORGRAVEL COMPLYING WITH ASTM D 448 FOR SIZE NO. 8.4.SAND FOR LEVELING COURSE: SOUND, SHARP, WASHED, NATURALSAND OR CRUSHED STONE COMPLYING WITH GRADATIONREQUIREMENTS IN ASTM C 33 FOR FINE AGGREGATE.3"COMPACTED SUBGRADE1" TO 1 12" SAND FOR LEVELINGCOURSE10L201MOW EDGE SCALE:1"=1'-0"CONCRETE SLAB W/LIGHTBROOM FINISH. SLOPE MIN.1/8 "/FT. AWAY FROM WALL.BUILDINGWALLCOLD JOINTTWO #3 BARCONT.FINISH GRADENOTES:1.PROVIDE EXPANSION JOINTS AT 16' O.C. AND CONTROL JOINTS AT 4' O.C.2.SET SURFACE OF MOVING EDGE FLUSH WITH ADJACENT FINISH GRADES.12"3 1/2" MIN.06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L201.dwgL201LANDSCAPESITE DETAILS03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME11DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS04.19.20192019STA T E OF MONTANALANDSCAPE ARCHI TECT DEBRALICENSED264ANN-LESLIEROSA255 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSTSTSTSTST ST STST STSTSTWSWSF FSTSTSTSTST ST STSTSTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPST EGRESSENTRANCEMAINENTRANCESERVICEENTRANCECTGEN.DISCHARGEEQUIPMENTTPUBLICPLAZAENTRANCEDROP-OFFngfo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fongngngngngngngngngngngngngngngngngngngngng ngngngbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bp bp bp bp bp bpbpfofofofo fobp bp bp bp bp bp bp bp bp bp bp bpng ng SHYDHY DHUFFINE LANEfmfmfmfmfmfmfmfmfmfm fm fm fm fm fm fm fm fm fm fm fmfm GGGGst st st st st stststststststststDDDDDDGGbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbsl bslbslbslSIGNALssssssssssssssssssssSSt v tv tv tvtvtvtvtv tv tvtvtvtvtv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtvtv tv ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ngohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlW wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wmstststststststststst st st stststfmfm fmfmfmfmsssssssssssssssssssssssssssssssssssssswm wm wm wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmstststststststststststststststststst bt bt bt bt bt bt bt bt bt bt bt btSOUTH COTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE SIGNALst st st st st stDITCH EASEMENT20' OFF ORDINARYHIGH WATER MARKS.st ng ngGOLDEN GATE AVENUEBAXTER CREEK bp bp bp bp bp bp bp bp bp bp bpUTILBLDGALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD ohlohlohl ohlONLYONLYONLYONLYONLYONLYNEW BUILDINGPROPERTY LINEPROPERTYLINEPROPERTY LINE PROPERTY LINEPROPERTY LINE EXST PATHWAY, TYP.EQ. YARD/DUMPSTERSTORM/SNOWSTORM/ SNOW STORM/ SNOW STORM/SNOW10' SETBACK/ UTIL ESMT 10 ' S E T B A C K PROPERTY LINE UTILITY ESMT10 ' SETBACK /UT I L ESMTUTILESMTACCESSESMTDITCHESMT UTILITY ESMT HIGHWATERMAINTAINEXSTWETLAND30'ZONE 1MARSHSTREETTREESSTREET TREES ON PROPERTYDUE TO UTILITIES & MDT ROWTURF,TYP.PLANTER (DECOMP.GRANITE) MULCH, TYP.PLANTER (MINERALMULCH) , TYP.PLAZAMEADOW MIX,TYP.PARKING LOTSCREENPLANTER, TYP.MAINTAIN EXISTING R.O.WGRASSESDRYLAND GRASSES, TYP.EXSTSHAREDUSEPATHEXST TREES& LAWNEXSTTREES,TYP.DECIDUOUSTREE, TYP.FOUNDATIONPLANTER, TYP.PROP. ACCESSEASEMENT, TYP.SIDEWALK,TYP.PROPERTY LINE 25' SETBACK10' SETBACK/ UTILITY ESMT 30' UTILITY ESMT35' ACCESS ESMT10' UTILITY ESMT VISIONTRIANGLE,TYP.EXISTSTREETLIGHTPOLE,TYPEXISTSTREETSIGN, TYPREPLACEEXSTLAWNBLVDMEADOW, TYP.MEADOW, TYP.1L303SOUTH PLANTINGPLAN1L302NORTH PLANTINGPLANBAXTE R C R E E K MAINTAINEXST TREES,INSTALLTREERING,TYP.LANDSCAPEEDGING, TYP.100-YR FLOODPLAIN SETBACKBAXTER CREEK >6"SPRUCE,TYP.>6"SPRUCE,TYP.WATER AND GAS METERVEGETATION SCREENWATER AND GAS METERLOCATIONELEC METERSCREEN WALL, SEEARCHBIORETENTION, TYP.MAINTAINEXST.WETLANDS,TYP.BAX T E R C R E E K RETAINING WELL, TYP.20'ZONE 2BIORETENTION MIX, TYP.WATERCOURSE SETBACK, TYP.(3)EXIST.SCREENTREE(3)EXIST.SCREENTREEMEADOW SEED MIX (HYDROSEEDED) - SPRAY/ROTOR IRRIGATEDSPECIFIED IN 329200 "TURF AND GRASSES"LANDSCAPE LEGENDDECIDUOUS TREE - DRIP IRRIGATEDSEE DETAIL 1/L501PLANTER - DECOMPOSED GRANITE, SEE DETAIL 5/L401SPECIFIED IN 329300 "PLANTS"TURF (SOD) - SPRAY/ROTOR IRRIGATEDSPECIFIED IN 329200 "TURF AND GRASSES"SHRUBS - DRIP IRRIGATEDSEE DETAIL 3/L501LANDSCAPE EDGING, SEE DETAIL 5/L401SPECIFIED IN 329300 "PLANTS"DRYLAND GRASS MIX (HYDROSEEDED) - NON-IRRIGATEDSPECIFIED IN 329200 "TURF AND GRASSES"STREETFRONTAGELENGTH(EXCLUDINGDRIVES)TREESREQUIREDTREESPROVIDEDHUFFINE LANE423911COTTONWOOD ROAD6431313WINNOW CIRCLE30067(EXISTING)ALPHA DRIVE22759(EXISTING)STREET FRONTAGE LANDSCAPING (1 TREE PER 50' OF FRONTAGE)PARKING LOT LANDSCAPING (20 SF OF LANDSCAPE / STALL + 1 TREE / 9 SPACES)STALLS PROVIDEDLANDSCAPEREQUIREDLANDSCAPEPROVIDEDTREESREQUIREDTREESPROVIDED2494,980 SF14,339 SF28 LARGE37PARKING SCREENING FROM R.O.W..........4' WIDE AND 4-6' HIGH18-24"H X 18-24"W1 GALSalvia nemorosa ' Caradonna'*CARADONNA MEADOW SAGESA189-12"H X 6-12"W1 GALSesleria autumnalis*AUTUMN MOOR GRASS SE412-3'H X 1-2'W1 GALRudbeckia hirta ' Caesar's Brother'*BLACK-EYED SUSANRH10MATURE SIZESIZESCIENTIFIC NAMECOMMON NAMESYMBOLQTY.MATURE SIZESIZEBOTANIC NAMECOMMON NAMESYMBOLQTY.MATURE SIZESIZEBOTANIC NAMECOMMON NAMESYMBOLQTY.15-20' H X 5-7'W6' HT.Juniperus scopulorum 'Cologreen'*COLOGREEN JUNIPERJS71.5-2'H X 6-8'W#2Rhus aromatica 'Grow low'*GROW LOW SUMACRA601.5-2'H X 6-8'W#5Pinus sylvestris 'Hillside Creeper'*HILLSIDE CREEPER PINEPS1218-24"H X 24" W1 GALGeranium x Rozanne*ROZANNE GERANIUMGR1212-18"H x 4-6'W#2Prunus besseyii 'Pawnee Buttes'*SPREADING SANDCHERRYPB432-3'H X 2-3'W#2Spiraea betulifolia 'Tor'*TOR BIRCHLEAF SPIREASB93-5'H X 2-3'W1 GALHelictotrichon sempervirens*BLUE OAT GRASSHS2015-18'H X 15-18'W1.5" CAL.B&BAcer tataricum 'Garann'*HOT WINGS TATARIAN MAPLEAT350-60' H X 30-40'W1.5" CAL. B&BAcer freemanii 'Sienna'*SIENNA GLEN MAPLEAF715-25'H X 15-25W1.5" CAL. B&BMalus 'Beverly'CRABAPPLE, BEVERLYMA320-30'H X 15-20'W1.5" CAL. B&BSyringa reticulata 'Ivory Silk'*TREE LILACSR15PLANT SCHEDULETREESSHRUBSPERENNIALS / GRASSES4-6'H X 4-6' WIDE#5Amelanchier alnifolia 'Regent'*REGENT SERVICEBERRYAA5530-40'H X 20-30'W1.5" CAL. B&BTilia 'Harvest Gold'HARVEST GOLD LINDENTH123-6'H X 4-7'W#5Aronia melanocarpa 'Autumn Magic''AUTUMN MAGIC' BLACK CHOKEBERRYAM265-6'H X 5-6'W#5Physocarpus opulifolius 'Seward'*SUMMER WINE NINEBARKPO513-4'H X 3-4'W#2Cornus stolonifera 'Farrow'ARCTIC FIRE RED TWIG DOGWOODCS33172-3'H X 2-3'W#5Pinus mugo 'Slowmound'*SLOWMOUND MUGO PINEPI66-8'H X 6-8' W#5Syringa meyeri 'Palibin'*DWARF KOREAN LILACSM315-8'H X 5-8'W#5Pinus mugo 'Compacta'*COMPACT MUGO PINEPC45313-6"H X 3-6'W#5Juniperus communis 'Mondap'*ALPINE CARPET JUNIPERJC390.5-1'H X 6-8'W#5Juniperus hor. 'Prince of Wales'*CREEPING JUNIPERJH373-4'H X 4-5'W#5Picea glauca 'Pumila'*DWARF NORWAY SPRUCEPG25-6'H X 5-6' W#5Philadelphus lewisii 'Blizzard'BLIZZARD MOCKORANGEPL2512-36"H X 24-36"W#2Chrysothamnus nauseosus var. nauseosus*BABY BLUE RABBIT BRUSHCN243-4'H X 5-6' W#5Taxus x media 'Tauntonii'TAUNTON'S YEWTM16* - DROUGHT TOLERANTNUMBER OF DROUGHT TOLERANT PLANTS = 968 TOTAL PLANTS =1,198MATURE SIZESIZEBOTANIC NAMECOMMON NAMESYMBOLQTY.WILDFLOWER PLUGS1.5'H X 1.5'W2"Gailardia aristata*BLANKET FLOWERGA1001-3'H X 1-2.5'W2"Monarda fistulosa*WILD BERGAMOTMF5015-24"H X 18" W2"Ratibida columnifera *PRAIRE CONEFLOWER RC1002-2.5'H X 2-3'W2"Penstemon strictus *ROCKY MNT PENSTEMONRM65SPACING15"18"18"18"40-50'H X 20-30'W1.5" CAL. B&BUlmus americana 'Brandon'*BRANDON ELMUA64-5'H X 2'W1 GAL Calamagrostis x acutiflora 'K.F.'*FOERSTER'S REED GRASSCA363-4'H X 2'W1 GALCalamagrostis brachytricha*KOREAN REED GRASSCB1910-12'H X 5-7'W#5Pinus mugo 'Tannenbaum'TANNENBAUM MUGO PINEPT83-5-H X 3-5'W#5Hydrangea arborescens 'Annabelle'ANNABELLE HYDRANGEA HA124-6'H X 4-6"W#5Chamaebatiaria millefolium*FERNBUSHCM20PLANTER - MINERAL MULCH, SEE DETAIL 5/L401SPECIFIED IN 329300 "PLANTS"PERENNIALNATIVE WET GRASS MIX (HYDROSEEDED) - NON-IRRIGATEDSPECIFIED IN 329200 "TURF AND GRASSES"15-25'H X 15-25W1.5" CAL. B&BMalus 'Spring Snow'CRABAPPLE, SPRING SNOWMS91.5-2'H X 6-8'W#2Rosa x 'Nearly Wild'NEARLY WILD ROSERN3120-30'H X 15-20'W1.5" CAL. B&BPrunus virginiana*CHOKECHERRYPV420-30'H X 20-30'W1.5" CAL. B&BPrunus maackii*AMUR CHOKECHERRYPM1050-70'H X 25'-50''W1.5" CAL.B&BBetula papyriferaPAPER BIRCHBP315-20' H X 15-20'W1.5" CAL. B&BAmelanchier x 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICE BERRYAB620-40' H X 20-40'W1.5" CAL. B&BAexculus glabraOHIO BUCKEYEAG38-12'H X 8-12'W#5Sambucus nigra sssp. caeruleaBLUE ELDERBERRY SC81-1.5'H X 1-1.5'W1 GAL Allium 'Millenium ORNAMENTAL ONION AL93-6'H X 3-6' W#5Symphoricarpos albus*COMMON SNOWBERRYSY33-5-H X 4-5'W#5Hydrangea paniculata 'Jane'LITTLE LIME HYDRANGEAHP19MFRC0.5-1'H X 3-6'W#1Arctostaphylos uva-ursi 'Massachusets'*BEARBERRYAU12NO REQ'D. PARING STALL SHALL BE LOCATED MORE THAN 70' FORM THE TRUNK OF A TREE ..........ALL REQ'D. PARKING STALL ARE WITH IN 70' OF A TRUNK OF A TREE.NOTE:1.SEE L101 FOR ADDITIONAL NOTES.WILD FLOWER PLUGS 7/L401SPECIFIED IN 329300 "PLANTS"GARMUDC38.550.060DESCRIPTIONAPPLICATIONPOINTSB.1.c.75% DROUGHT TOLERANT PLANTSREQ'D: 75% OR MORE OF PLANT SPECIESPROVIDED: 80.8% (SEE SCHEDULE)5B.1.dEXISTING ON-SITE TREE OVER SIX INCHESWITH 20YR AND BE PROTECTED FORM DAMAGEDURING CONSTRUCTION.6 EXISTING TREES ( 6 PINE)6B.4.FOUNDATION PLANTINGS OBSCURE 70% ORMORE OF BUILDING PERIMETER, EXCLUSIVE OF ENTRIESREQ'D: 681 LF OF FOUNDATION x 70% = 477 LFPROVIDED: 497 LF OF FOUNDATION PLANTINGS2D.PARKING LOT LANDSCAPING 1 PLANT GROUPS(1 LG CANOPY + 6 SHRUBS) + 1 ADD'L LGCANOPY TREE PER 16 REQ'D PKG SPACES.SPACE NO MORE THAN 70' FROM TREE TRUNKREQ'D: 16 GROUPS + 16 LG CANOPYPROVIDED: 31 GROUPS + 37 LG CANOPY10TOTAL2338.550.060. LANDSCAPE PERFORMANCE STANDARD POINTS: 23 REQUIRED, 23 PROVIDED06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L301-L303.dwgL301OVERALL PLANTINGPLAN03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME1L301OVERALL PLANTING PLAN 1"=40'-0"NORTH REF80'40'20'0SCALE: 1" = 40'1111111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA T E OF MONTANALANDSCAPE ARCHITECT DEBRALICENSED264ANN-LESLIEROSA256 (3) AF(16) CB(3) HA(3) TM(3) JC(1) MA(2) JC(3) TM(3) PO(3) RA(2) AB(3) RA(6) CS(2) SR(20) CA(5) CS(3) PI(3) CB(3) AM(12) HS(6) AL(3) AT(3) JS(4) PC(3) HA(8) CS(3) TM(8) CS(3) HA(3) JH(3) RA(3) RN(1) PS(3) RA(3) JC(5) RA(1) PT(3) CM(1) MS(4) AF(3) PO(5) PL(1) PT(5) AA(3) PO(5) PL(1) PT(3) RN(1) MS(1) PS(1) PT(5) AA(3) PO(3) CM(1) PT(3) RA(3) CM1) PS(1) PS(3) RN(1) MS(3) RA(1) PS(3) RN(1) MS(3) RA(3) PS(3) RN(3) RA(1) MS(1) PS(3) RN(1) MS(3) RA(3) RA(1) PT(3) CM(1) PS(3) RN(1) TH(1) MS(3) RA(1) PS(1) MS(3) RN(1) PS(4) PC(4) PO(3) PC(5) AA(1) TH(1) TH(1) PM(1) PM(3) JC(3) PB(1) PM(3) CA(2) JC(1) PM(1) PM(3) AA(3) JC(3) PO(3) JS(3) SM(3) PC(3) PO(3) UA(3) AG(3) PB(1) PM(3) JC(3) PB(1) PM(3) BP(5) AA(3) AM(5) AA(3) SY(3) AM(5) AA(3)PV(8)SC(3) JC(5) PB(1) PM(5) CA(5) JC(3) CA(1) PM(3) JC(3) JC(3) TH(3) PO(4) JS(5) JHGAGAGAGAGAGARMRMRMRMRMRMRCRCRCRCRCRCMFMFMFMF(1) MA(1) PM(3) AM(3) JC(3) RA(3) RN(1) RA(1) TH(1) PS(3) RA(1) PS(4) RA(5) CA(3) PO(4) TM(3) SM(3) PL(3) PC1) PT(1)PVSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S SSSTSTSTSTSTSTSTSTST ST ST STSTST STSTSTSTSTWS WSWSWS F FFF FSTSTSTSTSTSTSTST STSTST STSTSTSTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGB P BPBPBPB P BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP ST EGRESSENTRANCEMAINENTRANCESERVICEENTRANCECTGEN.DISCHARGEEQUIPMENTTPUBLIC PLAZAENTRANCEDROP-OFFfo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fofo fo bp bp fofofofofofofofofofofofobp bp bp bp bp bpbpSHYDHY DHUFFINE LANEfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fmGst st st st st st st st st st stststststst ststststDGbslbslbslbslbslbslbslbslbsl bslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslSIGNALssssssssssssStv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtvtvtvtvohlohlohlohlohlohlohlohlohl ohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wmstststststfmfmfmfmfmfmfmfmfmfmwmwmwmwmwmwmwm stststststststststst ststststbt bt bt bt btbtbtSIGNALng ng n g ngngngBAXTER CREEK bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bpONLYONLYONLYONLYONLYONLY10"12"NEW BUILDINGPROPERTY LINEPROPERTY LINEEXST PATHWAY, TYP.EQ. YARD/ DUMPSTERSTORM/ SNOWSTORM/SNOWSTORM/SNOW10 ' S E T B A C K PROPERTY LINE UTILITY ESMTUTILESMTACCESSESMTHIGHWATER30'ZONE 1STREET TREESSTREET TREES ON PROPERTYDUE TO UTILITIES & MDT ROWTURF,TYP.PLANTER (DECOMP.GRANITE) MULCH, TYP.PLANTER (MINERALMULCH) , TYP.PLAZAMEADOW MIX, TYP.MAINTAIN EXISTING R.O.WGRASSESDRYLAND GRASSES, TYP.EXSTSHAREDUSE PATHPROP. ACCESSEASEMENT, TYP.BICYCLEPARKING,TYP.SIDEWALK,TYP.PROPERTY LINE 25' SETBACK10' SETBACK/ UTILITY ESMT 30' UTILITY ESMT35' ACCESS ESMT10' UTILITY ESMT EXIST STREETLIGHT POLE,TYPEXISTSTREET SIGN, TYPEXISTUTIL. BOX,TYPREPLACEEXSTLAWNBLVDMEADOW, TYP.1L401DECIDUOUSTREEPLANTING3L401SHRUBPLANTING4L401PERENNIALPLANTING2L401CONIFEROUSTREESMAINTAIN EXST TREES/ SHRUBS,INSTALL TREE RING, TYP.MAINTAIN EXST TREES,INSTALL TREE RING,TYP.100-YR FLOODPLAIN SETBACK>6" SPRUCE, TYP.>6" SPRUCE, TYP.WATER AND GAS METERVEGETATION SCREENWATER AND GAS METERLOCATIONELEC METERSCREEN WALL, SEEARCH5L401LANDSCAPEEDGING9L401BIORETENTIONSOIL IN PONDMAINTAIN EXST.WETLANDS, TYP.BA X T E R C R E E K BIORETENTION,TYP.6L401SHOVEL CUTEDGINGPLANTER -DECOMPOSEDGRANITE , TYP.RETAINING WELL, TYP.MEADOW MIX,TYP.11L401PLANTING INCOMPACTEDSOILS2L303PED. PLAZAPLANTING PLAN3L303MAINENTRANCEPLANTING PLAN20'ZONE 2BIORETENTION MIX, TYP.WATERCOURSE SETBACK, TYP.(3) EXIST.SCREEN TREE(3) EXIST.SCREEN TREE06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L301-L303.dwgL302ENLARGEDPLANTING PLANS03.23.2019 CITY COMMENTS06.03.2019 DRC COMMENTSOSTERGAARD LAST NAME1L302NORTH PLANTING PLAN 1"=20'-0"NORTH REF40'20'10'0SCALE: 1" = 20'1111111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA TE OF MONTANALANDSCAPE ARCHI TECT DEBRALICENSED264ANN-LESLIEROSA22257 (3) AF(16) CB(3) HA(3) TM(3) JC(1) MA(2) JC(3) TM(3) PO(3) RA(2) AB(3) RA(6) CS(2) SR(20) CA(5) CS(3) PI(3) CB(3) AM(12) HS(6) AL(3) AT(3) JS(4) PC(3) HA(8) CS(3) TM(8) CS(3) HA(3) JH(3) RA(3) RN(1) PS(3) RA(3) JC(5) RA(1) PT(3) CM(1) MS(4) AF(3) PO(5) PL(1) PT(5) AA(3) PO(5) PL(1) PT(3) RN(1) MS(1) PS(1) PT(5) AA(3) PO(3) CM(1) PT(3) RA(3) CM1) PS(1) PS(3) RN(1) MS(3) RA(1) PS(3) RN(1) MS(3) RA(3) PS(3) RN(3) RA(1) MS(1) PS(3) RN(1) MS(3) RA(3) RA(1) PT(3) CM(1) PS(3) RN(1) TH(1) MS(3) RA(1) PS(1) MS(3) RN(1) PS(4) PC(4) PO(3) PC(5) AA(1) TH(1) TH(1) PM(1) PM(3) JC(3) PB(1) PM(3) CA(2) JC(1) PM(1) PM(3) AA(3) JC(3) PO(3) JS(3) SM(3) PC(3) PO(3) UA(3) AG(3) PB(1) PM(3) JC(3) PB(1) PM(3) BP(5) AA(3) AM(5) AA(3) SY(3) AM(5) AA(3)PV(8)SC(3) JC(5) PB(1) PM(5) CA(5) JC(3) CA(1) PM(3) JC(3) JC(3) TH(3) PO(4) JS(5) JHGAGAGAGAGAGARMRMRMRMRMRMRCRCRCRCRCRCMFMFMFMF(1) MA(1) PM(3) AM(3) JC(3) RA(3) RN(1) RA(1) TH(1) PS(3) RA(1) PS(4) RA(5) CA(3) PO(4) TM(3) SM(3) PL(3) PC1) PT(1)PVSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S SSSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTSTSTSTWS WSWSWS F FFF FSTSTSTSTSTSTSTST STSTST STSTSTSTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGB P BPBPBPB P BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP ST ST ST EGRESSENTRANCEMAINENTRANCESERVICEENTRANCECTGEN.DISCHARGEEQUIPMENTTPUBLIC PLAZAENTRANCEDROP-OFFfo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fofo fo bp bp fofofofofofofofofofofofobp bp bp bp bp bpbpSHYDHY DHUFFINE LANEfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fmGst st st st st st st st st st stststststst ststststDGbslbslbslbslbslbslbslbslbsl bslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslSIGNALssssssssssssStv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtvtvtvtvohlohlohlohlohlohlohlohlohl ohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wmstststststfmfmfmfmfmfmfmfmfmfmwmwmwmwmwmwmwm stststststststststst ststststbt bt bt bt btbtbtSIGNALng ng n g ngngngBAXTER CREEK bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bpONLYONLYONLYONLYONLYONLY10"12"NEW BUILDINGPROPERTY LINEPROPERTY LINEEXST PATHWAY, TYP.EQ. YARD/ DUMPSTERSTORM/ SNOWSTORM/SNOWSTORM/SNOW10 ' S E T B A C K PROPERTY LINE UTILITY ESMTUTILESMTACCESSESMTHIGHWATER30'ZONE 1STREET TREESSTREET TREES ON PROPERTYDUE TO UTILITIES & MDT ROWTURF,TYP.PLANTER (DECOMP.GRANITE) MULCH, TYP.PLANTER (MINERALMULCH) , TYP.PLAZAMEADOW MIX, TYP.MAINTAIN EXISTING R.O.WGRASSESDRYLAND GRASSES, TYP.EXSTSHAREDUSE PATHPROP. ACCESSEASEMENT, TYP.BICYCLEPARKING,TYP.SIDEWALK,TYP.PROPERTY LINE 25' SETBACK10' SETBACK/ UTILITY ESMT 30' UTILITY ESMT35' ACCESS ESMT10' UTILITY ESMT EXIST STREETLIGHT POLE,TYPEXISTSTREET SIGN, TYPEXISTUTIL. BOX,TYPREPLACEEXSTLAWNBLVDMEADOW, TYP.1L401DECIDUOUSTREEPLANTING3L401SHRUBPLANTING4L401PERENNIALPLANTING2L401CONIFEROUSTREESMAINTAIN EXST TREES/ SHRUBS,INSTALL TREE RING, TYP.MAINTAIN EXST TREES,INSTALL TREE RING,TYP.100-YR FLOODPLAIN SETBACK>6" SPRUCE, TYP.>6" SPRUCE, TYP.WATER AND GAS METERVEGETATION SCREENWATER AND GAS METERLOCATIONELEC METERSCREEN WALL, SEEARCH5L401LANDSCAPEEDGING9L401BIORETENTIONSOIL IN PONDMAINTAIN EXST.WETLANDS, TYP.BA X T E R C R E E K BIORETENTION,TYP.6L401SHOVEL CUTEDGINGPLANTER -DECOMPOSEDGRANITE , TYP.RETAINING WELL, TYP.MEADOW MIX,TYP.11L401PLANTING INCOMPACTEDSOILS2L303PED. PLAZAPLANTING PLAN3L303MAINENTRANCEPLANTING PLAN20'ZONE 2BIORETENTION MIX, TYP.WATERCOURSE SETBACK, TYP.(3) EXIST.SCREEN TREE(3) EXIST.SCREEN TREE06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L301-L303.dwgL302ENLARGEDPLANTING PLANS03.23.2019 CITY COMMENTS06.03.2019 DRC COMMENTS06.14.2019 CITY COMMENTS OSTERGAARD LAST NAME1L302NORTH PLANTING PLAN 1"=20'-0"NORTH REF40'20'10'0SCALE: 1" = 20'1111111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA TE OF MONTANALANDSCAPE ARCHI TECT DEBRALICENSED264ANN-LESLIEROSA22333258 (3) SM(3) PC(3) AA(3) PO(3) PC(3) CM(5) AA(5) SM(3) PL(3) PO(1) RA(3) JH(1) SR(3) CM(3) PC(3) CM(3) PO(5) PL(1) SR(3) RA(3) PC(5) SM(3) PC(5) PO(5) SM(1) SR(3) RA(5) AA(3) PC(3) PB(1) SR(3) RA(1) SR(3) CN(1) SR(3) PB(1) SR(3) RA(3) CN(3) PB(1) SR(3) CN(3) CN(1) SR(3) PB(3) CN(3) RA(1) SR(3) RA(3) CN(1) SR(1) TH(3) JH(5) PB(3) AM(1) TH(5) JH(5) JH(1) TH(3) AM(5) PB(5) PO(5) SM(3) PC(6) AA(5) CM(3) PO(5) PC(5) PL(3) CM(3) JH(3) UA(3) THGARMRMRCRCMF(3) CM(1) PS(4) RA(4) PB(1) TH(3) AM(3) JH(3) JH(3) JH(3) JH(5) AA(3) POSS SS ST S T STSTSTST fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fongngngngngngngngn g n g ngngngngngngngngngngngngngngngbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bpbpbpbpbp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp SfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmststststDssssssssssssssssssssssssssssssssssssssssStvtvtvtvtvtvtvtv t v t v tv tv tvtvtvtvtvtvtvtvtv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv fmfmssssst st st st st st st st st st st st st st st st st st stbt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt WINNOW CIRCLE ALPHA DRIVEPROPERTY LINEPROPERTY LINE PROPERTY LINE STORM/SNOW10' SETBACK/ UTIL ESMT 1 0 ' SETBACK /UT I LESMT UTILESMTACCESSESMTUTILITY ESMT REPLACE EXSTLAWN BLVDEXST TREES & LAWNEXST TREES,TYP.DECIDUOUS TREE, TYP.PROP. ACCESSEASEMENT, TYP.VISIONTRIANGLE,TYP.STREET TREESEXST. SHAREDUSE TRAILEXISTSTREETSIGN, TYPEXIST STREETLIGHT POLE,TYPEXISTUTIL BOX., TYPMEADOW, TYP.TURF TYP.PLANTER (MINERAL MULCH) , TYP.SHRUB, TYP.PERENNIAL, TYP.10' SETBACK/UTIL ESMTBIORETENTION, TYP.(3) HA(2) SR(3) TM(20) SE(12) SA(21) SE(6) SA(8) HS(3) AL(6) SB(1) MAEGRESSPUBLICPLAZAENTRANCEfo fo fo fo fo fo fo fo fofoHY D tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtvtvtvwmwmwmwmwmwmwmwmwmwmwmbp bp bp bp bp bp bp bp bpPLAZAEXST SHARED USEPATH35' ACCESSESMTTURF BETWEENCONCRETE BANDS,TYPMEADOW BETWEENCONCRETE BANDS,HERE ONLY(3) AM(2) TM(3) HP(3) CS(5) GR(6) AU(7) GR(3) CS(2) PO(3) SB(1) AB(2) AB(1) PB(3) RN(3) PI(3) PI(1) PB(1) PB(3) HPGARMRC(1) PG(6) AU(1) AB(1) PG(5) RH(3) RFSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ENTRANCEMAINENTRANCEDROP-OFF8L401BOULDER06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L301-L303.dwgL303ENLARGEDPLANTING PLANS03.23.2019 CITY COMMENTS06.14.2019 CITY COMMENTSOSTERGAARD LAST NAME1L303SOUTH PLANTING PLAN 1"=20'-0"NORTH REF40'20'10'0SCALE: 1" = 20'NOTES:1.SEE L301 FOR PLANTER MULCHES2L303PLANTING PLANPEDESTRIAN PLAZA 1"=10'-0"NORTH REF20'10'50SCALE: 1" = 10'3L303PLANTING PLANMAIN ENTRANCE 1"=10'-0"NORTH REF20'10'50SCALE: 1" = 10'1111111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019ST A T E OF MONTANALANDSCAPE ARCHIT ECT DEBRALICENSED264ANN-LESLIEROSA33259 1 2 4 6 8 9 11 13 14 A C D E F H J G I 3 7 105 12 K B 19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11"5'-0"7'-10"12'-2"6'-8"5'-4"18'-0"30'-0"22'-8"7'-8"15'-0"LOBBY S102 VESTIBULE S101 STAIR 'A' S103 VESTIBULE S106 WOMEN'S S104 MEN'S S105 STAIR B S108 VESTIBULE S109 SHELL SPACE S107 ELEC MAIN S110 ELEC GEN S111 WATER S112 DATA S113 ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:10 PM FIRST FLOOR PLAN A110WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | CONOVER © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | SCHREIBEIS CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ NORTH 1680 SCALE IN FEET SCALE: 1/8" = 1'-0" 1/8" = 1'-0"A110 1 FIRST FLOOR PLAN FIRST FLOOR CORE & SHELL NUMBER NAME AREA S101 VESTIBULE 87 SF S102 LOBBY 1,344 SF S103 STAIR 'A' 232 SF S104 WOMEN'S 146 SF S105 MEN'S 134 SF S106 VESTIBULE 80 SF S107 SHELL SPACE 17,208 SF S108 STAIR 'B' 217 SF S109 VESTIBULE 201 SF S110 ELEC MAIN 161 SF S111 ELEC GEN 112 SF S112 WATER 222 SF S113 DATA ENTRANCE 35 SF 1 1 1 1 04.23.2019 CITY COMMENTS 260 1 2 4 6 8 9 11 13 14 A C D E F H J G I 3 7 105 12 K B 19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11"5'-0"7'-10"12'-2"6'-8"5'-4"18'-0"30'-0"22'-8"7'-8"15'-0"OPEN TO BELOW D 5 1 1 1 ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:11 PM SECOND FLOOR PLAN A120WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | CONOVER © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | SCHREIBEIS CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ NORTH 1680 SCALE IN FEET SCALE: 1/8" = 1'-0" 1/8" = 1'-0"A120 1 SECOND FLOOR PLAN SECOND FLOOR CORE & SHELL NUMBER NAME AREA S201 STAIR 'A' 232 SF S202 LOBBY 1,568 SF S203 WOMEN'S 146 SF S204 MEN'S 134 SF S205 SHELL SPACE 17,523 SF S206 STAIR 'B' 217 SF S207 ELEC MAIN 113 SF 1 04.23.2019 CITY COMMENTS 261 1 2 4 6 8 9 11 13 14 A C D E F H J G I 3 7 105 12 K B 19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11"5'-0"7'-10"12'-2"6'-8"5'-4"18'-0"30'-0"22'-8"7'-8"15'-0"ELEC MAIN S308 BOILER S307 STAIR B S306 LOBBY S302 STAIR A S301 WOMEN'S S303 MEN'S S304 SHELL SPACE S305 1 1 1 ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:13 PM THIRD FLOOR PLAN A130WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | CONOVER © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | SCHREIBEIS CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ NORTH 1680 SCALE IN FEET SCALE: 1/8" = 1'-0" 1/8" = 1'-0"A130 1 THIRD FLOOR PLAN THIRD FLOOR CORE & SHELL NUMBER NAME AREA S301 STAIR 'A' 232 SF S302 LOBBY 1,736 SF S303 WOMEN'S 146 SF S304 MEN'S 134 SF S305 SHELL SPACE 16,843 SF S306 STAIR 'B' 217 SF S307 BOILER 386 SF S308 ELEC MAIN 113 SF 1 04.23.2019 CITY COMMENTS 262 1 2 4 6 8 9 11 13 14 A C D E F H J G I 3 7 105 12 K B VESTIBULE & CANOPY ROOFS BELOW130'-4"201'-4"5'-0"7'-10"12'-2"6'-8"5'-4"18'-0"30'-0"22'-8"7'-8"15'-0"19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11" 7'-3" 11'-2"2'-1"7'-6"15'-3 1/2"7'-0"7'-6"16'-0"9'-0"11'-10" RD ORD RD ORD RDORD RD ORD RD ORD RD ORD RD ORDRDORD RD ORDRDORD RDORD RD ORD RD ORD RD ORD RD ORD 145'-0" 147'-0" 146'-0" 154'-8" 145'-0" 145'-0"146'-0"145'-0" 145'-0" 148'-0" 148'-0" 146'-0" 146'-0" 145'-0" 145'-0" 147'-0"145'-0"147'-0" 145'-0"146'-0"145'-0"146'-0"145'-0"146'-0"145'-0"148'-0" 148'-0" 111'-4" 3'-5" ROOF TOP MECH UNIT TYP TYP TYP BELOW NOTE EXHAUST FAN IS BELOW TOP OF PARAPET ELEVATIONS 1 COVERED SOUTH DOOR ROOF TOP MECH UNIT DUCTS ON ROOF DUCTS ON ROOF DUCTS ON ROOF EXHAUST FAN BOILER FLUE ROOF TOP MECHANICAL SCREEN WALL WALK PADS ON ROOF STAIR ACCESS DOOR TO MAIN ROOF SW VESTIBULE ROOF BELOW NE VESTIBULE ROOF BELOW ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:15 PM ROOF PLAN A140WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | Checker © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | Author CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ 1/8" = 1'-0"A140 1 ROOF PLAN OVERALL 1680 SCALE IN FEET SCALE: 1/8" = 1'-0" NORTH 1 04.23.2019 CITY COMMENTS 263 FIRST FLOOR 100'-0" SECOND FLOOR 115'-4" T.O. CMU 109'-4" THIRD FLOOR 129'-4" T.O. PARAPET-TYP 145'-0" ROOF 143'-4" 1246891113143710512 MECHANICAL SCREEN WALL 19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11" METAL PARAPET CAP COLOR TO MATCH SIDING, TYP BLACK STOREFRONT FRAMES, TYP9'-10"12'-0"3'-0"2'-0"2'-8"6'-8"2'-0"5'-0"8'-2"5'-10"8'-0"5'-0"3'-0" 11'-0"11'-0" 7'-3 3/4" 3'-0" EYEBROW ROOF OVERHANG OVER NE CORNER ENTRY/STOREFRONT EYEBROW OVER SW CORNER ENTRY TO MIMIC EYEBROW AT NE CORNER. BOTH VISIBLE FROM HUFFINE 204'-6 1/8" GAS AND WATER METER SCREENED WITH LANDSCAPING STAIR ACCESS TO ROOF MAX. BLDG HEIGHT WITH CUP MAX. BLDG HEIGHT WITHOUT CUP 38'-0"11'-4 13/16"43'-4"GROUND NATURAL CMU WINDOW SILLS & HEADERS, TYP EXTERIOR LIGHT ON BUILDING MECHANICAL LOUVER. COLOR TO MATCH SIDING CLEAR ANNODIZED ALUM PANELS AT NE CORNER BUMP OUT WALLS SPANDREL GLASS SHOWN SHADED VISION GLASS FIRST FLOOR 100'-0" SECOND FLOOR 115'-4" T.O. CMU 109'-4" THIRD FLOOR 129'-4" T.O. PARAPET-TYP 145'-0" ROOF 143'-4" ACDEFHJGIKB MECHANICAL SCREEN WALL 5'-0"7'-10"12'-2"6'-8"5'-4"18'-0"30'-0"22'-8"7'-8"15'-0" EXPOSED CANOPY METAL PAINTED TO MATCH STOREFRONT FRAMES BLACK STOREFRONT FRAMES, TYP GROUND NATURAL CMU WINDOW SILLS & HEADERS, TYP 13'-8"3'-0"10'-0"4'-0"10'-0"7'-8"6'-0"2'-8"3'-0"11'-0" STAIR WELL WITH ACCESS TO MECHANICAL EQUIPMENT ON ROOF 43'-4"9'-8"EYEBROW ROOF OVERHANG OVER NE CORNER ENTRY/STOREFRONT 134'-4 1/2" SOUTH EXIT DOOR COVER STAIR DISCHARGE DOOR 3'-0 7/8" ROOF OVERHANG OVER VESTIBULE NORTH DOOR7'-10"21'-6"8'-11 7/8"2'-2"4'-1 5/8"3'-0"5'-11 5/8"9'-4"3'-11" 3'-0" MAX. BLDG HEIGHT WITH CUP MAX. BLDG HEIGHT WITHOUT CUP CITY PLANNING SITE PLAN/CUP TRANSPARENCY CALCULATIONS (not including spandrel glass) Gateway Block Frontage - (Huffine Ln.) Nonresidential building >20’ from sidewalk min. 10% transparency of entire façade facing Huffine: North wall is 8,407sf with 1,025sf of glass = 12% (4) 10.3'W x 7.6'T = 313.1sf (1) 7'W x 8.5'T = 59.5sf (11) 3'Wx5.6T = 184.8sf (20) 3'T x 7.8'W = 468sf Total vision glass at north wall = 1,025.4sf Mixed Block Frontages - (S Cottonwood Rd., Alpha Dr, & Winnow Circle) Non Residential building 20' from sidewalk with min 25% transparency between 4' & 8': East walls (8 x 3’ windows + 26lf storefront) / 134’-5” total wall length = 37% Total facade = 4,774sf (just east wall) Total transparency = 921sf Percentage of transarency = 19% South walls (11 x 3’ windows + 34lf storefront) / 202’-9” total wall length = 33% Total facade = 9,252sf Total transparency = 1,452sf Percentage of transarency = 15% West walls (8 x 3' windows + 10lf storefront) / 134’-5” total wall length = 25.3% Total facade = 5,801sf Total transparency = 712sf Percentage of transparency = 12% MATERIALS LEGEND 4x4x16 ACCENT CMU KANTA: 50% RANDOM MIX OF BLACK AND CASTLE WHITE GROUND FACED 1" INSULATED VISION GLASS SPANDREL GLASS 4x8x16 CMU KANTA: NATURAL, GROUND FACED METAL SIDING BRIDGER STEEL 7.2 HORIZONTAL, MATTE BLACK METAL SIDING BRIDGER STEEL 7.2 VERTICAL, SIERRA TAN METAL SIDING BRIDGER STEEL 7.2 VERTICAL, MATTE BLACK METAL SIDING BRIDGER STEEL 7.2 HORIZONTAL, SIERRA TAN METAL SIDING BRIDGER STEEL PLATTE RIVER VERTICAL, MATTE BLACK COMP. ALUM. PANEL - CLEAR ANNODIZED NOTE: PARAPET CAPS TO MATCH SIDING COLOR. PARAPET CAP @ MASONRY TO MATCH TAN METAL SIDING ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:18 PM NORTH & EAST EXTERIOR ELEVATIONS A200WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | CONOVER © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | CONOVER CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ 1/8" = 1'-0"A200 1 SITE PLAN NORTH ELEVATION 1/8" = 1'-0"A200 2 SITE PLAN EAST ELEVATION TALLER PARAPET SCREENS EXHAUST FAN OVER ELEVATOR - RE: ROOF PLAN 1 04.23.2019 CITY COMMENTS 264 MATERIALS LEGEND 4x4x16 ACCENT CMU KANTA: 50% RANDOM MIX OF BLACK AND CASTLE WHITE GROUND FACED 1" INSULATED VISION GLASS SPANDREL GLASS 4x8x16 CMU KANTA: NATURAL, GROUND FACED METAL SIDING BRIDGER STEEL 7.2 HORIZONTAL, MATTE BLACK METAL SIDING BRIDGER STEEL 7.2 VERTICAL, SIERRA TAN METAL SIDING BRIDGER STEEL 7.2 VERTICAL, MATTE BLACK METAL SIDING BRIDGER STEEL 7.2 HORIZONTAL, SIERRA TAN METAL SIDING BRIDGER STEEL PLATTE RIVER VERTICAL, MATTE BLACK COMP. ALUM. PANEL - CLEAR ANNODIZED NOTE: PARAPET CAPS TO MATCH SIDING COLOR. PARAPET CAP @ MASONRY TO MATCH TAN METAL SIDING CITY PLANNING SITE PLAN/CUP TRANSPARENCY CALCULATIONS (not including spandrel glass) Gateway Block Frontage - (Huffine Ln.) Nonresidential building >20’ from sidewalk min. 10% transparency of entire façade facing Huffine: North wall is 8,407sf with 1,025sf of glass = 12% (4) 10.3'W x 7.6'T = 313.1sf (1) 7'W x 8.5'T = 59.5sf (11) 3'Wx5.6T = 184.8sf (20) 3'T x 7.8'W = 468sf Total vision glass at north wall = 1,025.4sf Mixed Block Frontages - (S Cottonwood Rd., Alpha Dr, & Winnow Circle) Non Residential building 20' from sidewalk with min 25% transparency between 4' & 8': East walls (8 x 3’ windows + 26lf storefront) / 134’-5” total wall length = 37% Total facade = 4,774sf (just east wall) Total transparency = 921sf Percentage of transarency = 19% South walls (11 x 3’ windows + 34lf storefront) / 202’-9” total wall length = 33% Total facade = 9,252sf Total transparency = 1,452sf Percentage of transarency = 15% West walls (8 x 3' windows + 10lf storefront) / 134’-5” total wall length = 25.3% Total facade = 5,801sf Total transparency = 712sf Percentage of transparency = 12% FIRST FLOOR 100'-0" SECOND FLOOR 115'-4" T.O. CMU 109'-4" THIRD FLOOR 129'-4" T.O. PARAPET-TYP 145'-0" ROOF 143'-4" 1 2 4 6 8 9 11 13 143710512 MECHANICAL SCREEN WALL 19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11" EXPOSED CANOPY METAL PAINTED TO MATCH STOREFRONT FRAMES BLACK METAL PARAPET CAP, TYP BLACK STOREFRONT FRAMES, TYP GRAY PRECAST WINDOW SILLS & HEADERS, TYP EYEBROW OVER SW CORNER ENTRY TO MIMIC EYEBROW AT NE CORNER. BOTH VISIBLE FROM HUFFINE STAIR WELL WITH ACCESS TO ROOF MECH EQUIP.1'-8"4'-10"8'-2"5'-10"8'-2"7'-8"6'-0"2'-8"12'-0"4'-8"4'-10"6'-4"7'-8"12'-6"3'-0" 27'-2 1/2" 9'-6"7'-6"4'-6"9'-6"4'-6"9'-4"11'-6"9'-0"3'-0"1'-2"1'-0"202'-9 5/8" 3'-0" 2'-6" 9'-0"8'-0"ENCLOSURE AT DOOR 4'-8"8'-8"6'-5 7/8" TALLER PARAPET SCREENS EXHAUST FAN OVER ELEVATORS FIRST FLOOR 100'-0" SECOND FLOOR 115'-4" T.O. CMU 109'-4" THIRD FLOOR 129'-4" T.O. PARAPET-TYP 145'-0" ROOF 143'-4" A C D E F H JGI KB MECHANICAL SCREEN WALL 15'-0"7'-8"22'-8"30'-0"18'-0"5'-4"6'-8"12'-2"7'-10"5'-0" EXPOSED CANOPY METAL PAINTED TO MATCH STOREFRONT FRAMES BLACK STOREFRONT FRAMES, TYP EYEBROW OVER SW CORNER ENTRY TO MIMIC EYEBROW AT NE CORNER. BOTH VISIBLE FROM HUFFINE43'-4"4'-8"3'-8"13'-8"3'-2"1'-0"6'-0"7'-8"8'-0"6'-0"8'-2"4'-10"6'-0"6'-0"3'-0" 3'-0"8'-0"6'-0"9'-4"4'-6"9'-6"4'-6"7'-0"4'-4"134'-4 1/2"4'-8" 6'-10 1/4" GAS AND WATER METER SCREENED WITH LANDSCAPING GROUND NATURAL CMU WINDOW SILLS & HEADERS, TYP8'-8"2'-6" ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:23 PM SOUTH AND WEST EXTERIOR ELEVATIONS A201WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | Checker © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | Author CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ 1/8" = 1'-0"A201 1 SITE PLAN SOUTH ELEVATION 1/8" = 1'-0"A201 2 SITE PLAN WEST ELEVATION 1 04.23.2019 CITY COMMENTS 265