Loading...
HomeMy WebLinkAbout07-13-20 City Commission Packet Materials - A6. Headwaters Academy Site Plan and Conditional Use Permit App 19495 Commission Memorandum REPORT TO: Mayor and City Commission FROM: Danielle Garber, Associate Planner SUBJECT: Headwaters Academy Site Plan and Conditional Use Permit, Application 19495 MEETING DATE: July 13, 2020 AGENDA ITEM TYPE: Action (Quasi-judicial) RECOMMENDATION: The application conforms to standards and is sufficient for approval with conditions and code provisions. STRATEGIC PLAN: 4.2 High Quality Urban Approach. Continue to support high-quality planning, ranging from building design to neighborhood layouts, while pursuing urban approaches to issues such as multimodal transportation, infill, density, connected trails and parks, and walkable neighborhoods. BACKGROUND: The subject property is located north of the intersection of Durston Road and North 10th Avenue and is bound on the north, west, and east by undeveloped R-5 zoned land, and to the south by Durston Road and adjacent residential development. The property is zoned R-5, residential mixed use high-density district and the adopted growth policy designation is Residential. An existing single household structure exists on the site, as well as several accessory buildings. Mandeville Creek and its associated wetland runs adjacent to the west side of the property, and a pond is present that drains into the creek. A site plan application and conditional use permit to allow the single household structure to be re-used as a community center, and a new classroom building was submitted on November 25, 2019. A community center is a conditional use in R-5 zoning. The application was reviewed by the DRC and revisions were submitted on March 4, 2020, and May 20, 2020. The application was deemed adequate on June 19, 2020. Notice of a public hearing for the site plan and conditional use permit was conducted beginning June 28, 2020. The application proposes the existing structure be repaired and re-used without significant alteration as an administration and assembly space for the school and community, and a new 7,700 square foot classroom building is proposed at the block frontage along Durston Road. The proposal includes 59 parking spaces, sheltered bicycle parking, pedestrian pathways, lighting, open space, landscaping, drainage and a 50-foot watercourse and wetland buffer. Staff findings are detailed in the staff report and include findings for all applicable review criteria listed in Section 38.230 of the Bozeman Municipal Code (BMC). The project was found to conform to standards and is sufficient for approval with conditions and code provisions. The conditional use permit criteria listed in Section 38.230.110 BMC is also detailed below on page 17 of the attached staff report. Staff found the site to be adequate in size and topography to accommodate the proposed use and relate the use with the surrounding land uses, and that the proposed use will have no material adverse effects on the abutting properties. No additional conditions of approval for the use are recommended other than those listed in this report. 154 Commission Memorandum No public comment letters have been received as of the date this memo was written. UNRESOLVED ISSUES: None. ALTERNATIVES: 1. Approve the application with the recommended conditions and report findings; 2. Approve the application with modifications to the recommended conditions and modifications to the report findings; 3. Deny the application based on the City Commission’s findings of non-compliance with the applicable criteria contained within the staff report; or 4. Open and continue the review on the application with the concurrence of the applicant, with specific direction to staff or the applicant to supply additional information or to address specific items. FISCAL EFFECTS: No unusual fiscal effects have been identified. No presently budgeted funds will be changed by this Site Plan and Conditional Use. The most recent version of this application was received digitally in accordance with the City Manager’s Declaration of Emergency issued by the City on March 16, 2020. Online access to this application is available at https://www.bozeman.net/government/planning/using-the-planning-map. Select ‘Project Documents’ and navigate to application 19495 to view the full application. Digital access is also available at the Community Development Department at 20 E. Olive Street, Bozeman, MT 59715. Attachments: Staff Report Application Documents including application checklists, and the Applicant’s narrative (compressed), Follow the link for full file size Application Plans including Civil, Landscaping, Electrical, and Architectural (compressed), Follow the link for full file size Due to the large file sizes, the following technical reports are not attached but available by link to the Planning Project Information Portal below: Wetland Delineation Sanitary Sewer Demand Trip Generation Memo Headwaters Storm Drainage Report Headwaters Traffic Impact Study Geotechnical Report Report compiled on: July 2, 2020 155 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 1 of 20 Application No. 19495 Type Site Plan and Conditional Use Permit (CUP) for the Community Center use in the R-5 zoning district. Project Name Headwaters Academy Site Plan & CUP Summary A proposed change of use from Single Household Residential to Community Center, a conditional use in the R-5 (Residential Mixed-Use High Density) District. The existing two-story 5,684 square foot house is proposed to be reused for office administration and assembly space for the school, and a new 7,700 square foot classroom building is proposed with associated parking, open space, landscaping and other site improvements on a 3.021-acre lot. Zoning R-5 Growth Policy Residential Parcel Size 3.021 Acres 131,595 SF Overlay District(s) None Street Address 1005 Durston Rd, Bozeman, MT 59715 Legal Description S01, T02 S, R05 E, Acres 3.021, Tract In S2, City of Bozeman, Gallatin County, Montana. Owner The Headwaters Academy, Inc., 1005 Durston Rd, Bozeman, MT 59715 Applicant Same as owner Representative Legends Studio, 3805 Valley Commons Dr., Bozeman, MT 59718 Staff Planner Danielle Garber Engineer Anna Russell Noticing Public Comment Period Site Posted Adjacent Owners Newspaper Legal Ad June 28 - July 13, 2020 June 28, 2019 June 26, 2019 June 28 and July 5, 2019 Advisory Boards Board Date Recommendation None Recommendation The application conforms to standards and is sufficient for approval with conditions and code provisions. Decision Authority City Commission (Quasi-judicial) Date July 13, 2020 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 19495 and move to approve the Headwaters Academy Site Plan and Conditional Use Permit application subject to conditions and all applicable code provisions.” EXECUTIVE SUMMARY The subject property is located north of the intersection of Durston Road and North 10th Avenue and is bound on the north, west, and east by undeveloped R-5 zoned land, and to the south by Durston Road and adjacent residential development. The property is zoned R-5, residential mixed use high-density district and the adopted growth policy designation is Residential. An existing single household structure exists on the site, as well as several accessory buildings. Mandeville Creek and its associated wetland runs adjacent to the west side of the property, and a pond is present that drains into the creek. A site plan application and conditional use permit to allow the single household structure to be re-used as a community center, and a new classroom building was submitted on November 25, 2019. A community center is a conditional use in R-5 zoning. The application was reviewed by the Development Review Committee (DRC) and revisions were submitted on March 4, 2020, 156 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 2 of 20 and May 20, 2020. The application was deemed adequate on June 19, 2020. Notice of a public hearing for the site plan and conditional use permit was conducted beginning June 28, 2020. The application proposes the existing structure be repaired and re-used without significant alteration as an administration and assembly space for the school and community, and a new 7,700 square foot classroom building is proposed at the block frontage along Durston Road. The proposal includes 59 parking spaces, sheltered bicycle parking, pedestrian pathways, lighting, open space, landscaping, drainage and a 50-foot watercourse and wetland buffer. Staff findings are detailed below and include findings for all applicable review criteria listed in Section 38.230 of the Bozeman Municipal Code (BMC). The project was found to conform to standards and is sufficient for approval with conditions and code provisions. The conditional use permit criteria listed in Section 38.230.110 BMC is also detailed below on page 17 of this report. Staff found the site to be adequate in size and topography to accommodate the proposed use and relate the use with the surrounding land uses, and that the proposed use will have no material adverse effects on the abutting properties. No additional conditions of approval for the use are recommended other than those listed in this report. UNRESOLVED ISSUES None ALTERNATIVES 1. Approve the application with the recommended conditions and report findings; 2. Approve the application with modifications to the recommended conditions and modifications to the report findings; 3. Deny the application based on the City Commission’s findings of non-compliance with the applicable criteria contained within the staff report; or 4. Open and continue the review on the application with the concurrence of the applicant, with specific direction to staff or the applicant to supply additional information or to address specific items. TABLE OF CONTENTS EXECUTIVE SUMMARY ....................................................................................................................................... 1 UNRESOLVED ISSUES ................................................................................................................................. 2 ALTERNATIVES ............................................................................................................................................. 2 SECTION 1 RECOMMENDED CONDITIONS OF APPROVAL............................................................................. 3 SECTION 2 MAPS AND DRAWINGS .................................................................................................................... 4 SECTION 3 ANALYSIS AND FINDINGS ............................................................................................................... 8 SECTION 4 CONDITIONAL USE PERMIT REVIEW CRITERIA ......................................................................... 18 APPENDIX A –PROJECT SITE ZONING AND GROWTH POLICY .................................................................... 18 APPENDIX B - NOTICING AND PUBLIC COMMENT ......................................................................................... 19 ATTACHMENTS .................................................................................................................................................. 20 157 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 3 of 20 SECTION 1 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. Prior to final plan approval, provide a signed 30-foot public access and utility easement that utilizes the correct language required by the City of Bozeman. The applicant should contact the City of Bozeman Engineering Department (Anna Russell) to receive the current standard language. 3. Prior to final plan approval, provide final water usage numbers to determine if a cash-in-lieu of water rights payment is required. 4. Prior to final plan approval, provide the required 20-feet of additional right-of-way along Durston Road. The applicant should contact the City of Bozeman Engineering Department (Anna Russell) for the required City standard documents. 5. 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. 6. 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. 158 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 4 of 20 SECTION 2 MAPS AND DRAWINGS Figure 1: Zoning and Vicinity Map 159 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 5 of 20 Figure 2: Future Land Use and Zoning Map 160 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 6 of 20 Figure 3: Proposed Architectural Site Plan 161 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 7 of 20 Figure 4: Proposed Civil Site Plan Figure 5: Proposed Landscaping Plan North 162 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 8 of 20 Figure 6: Proposed Landscaping Plan South Figure 7: Existing Buildings 163 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 9 of 20 Figure 8: Proposed Building Perspectives 164 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 10 of 20 SECTION 3 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 City Commission and 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 Residential Yes Zoning R-5, Residential Mixed-Use High Density District Yes w/ CUP Approval Comments: The uses are conditionally 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. See Appendix A below for more details on the zoning district and 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 w/ CUP Approval Condominium ownership NA NA Comments: The proposed uses of the site are conditionally allowed in the R-5 district. With CUP approval, no specific conflicts are 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 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, no major changes are proposed to the existing structure, small outbuildings such as sheds, and a greenhouse foundation will be demolished. The proposed single-story classroom building, parking and landscaping meets the applicable design criteria including block frontage and open spaces. The site design provides appropriate parking and denotes proper circulation. The site plan addresses the non-motorized transportation network through the provision of direct and efficient pedestrian connections to public sidewalks and shared use pathways. The existing garage is classified as a nonconforming structure and subject to review under Section 38.280.040-050 due to its location in the watercourse setback. The proposed alterations are limited to interior and exterior finishes and lighting and will not destroy the structure in excess of the required thresholds to maintain a nonconforming structure. 5. Conformance with zoning provisions of article 3 38.320.100 Meets Code? Permitted uses 38.310 Community Center Yes w/ CUP approval Form and intensity standards 38.320 Yes 165 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 11 of 20 Zoning R-5 Setbacks (feet) Structures Parking / Loading Yes Front Block frontage Block Frontage Rear 20 NA Side 5 NA Alley NA NA Comments: The proposed setbacks meet all R-5 zone district standards. The landscaped frontage requires a 10-foot minimum landscaped setback from the front property line and the applicant has proposed 15-feet with an open space near the front entrance. The project meets the rear and side setback requirements for both the proposed structure and the existing primary structure. Relationship to adjacent properties standards 38.520.030 (light and air access and privacy) and angled setback plane 38.360.030 NA Applicable zone specific or overlay standards 38.330-340 NA Building Height Requirements 38.320.010-.060 Yes Lot coverage 10.8% Allowed No Max. Height 28’ 3:12 Pitch Allowed 48’ Yes Comments: The proposed 28’ height of the classroom building is under the maximum 48’ allowed in R-5 zoning with a roof pitch of 3:12 to 6:12. General land use standards and requirements 38.350 Yes Comments: No setback encroachments proposed, there is no other applicable criteria in this section. Applicable supplemental use criteria 38.360 Yes Supplemental uses/type Community Center 38.360.080 Yes Comments: This proposed development is subject to the community center supplemental use criteria in Section 38.360.080 including proximity to a collector or arterial street, landscaped setbacks from adjacent residential uses, and ingress/egress. For community centers that exceed 5,000 gross square feet of floor area, a 20-foot landscaped setback between the building and the adjacent residential uses is required. The proposed instructional building exceeds 5,000 square feet. A structure separated from the adjacent residential uses by a parking lot, public street, watercourse, public open space, or similar separation is exempt from the additional setback requirement. The proposed structure is separated from existing and future residential uses by Durston road to the south, a watercourse to the west, and a watercourse to the east that has a stormwater discharge easement over it. The placement of the instructional building in combination with the stormwater easement will ensure a separation of at least 20 feet from any adjacent structure to the east. Section 38.100.050 notes that the standards of Chapter 38 are minimum standards and that when there is a conflict in standards the more restrictive standard governs. The standards in 38.360.080 requiring two street accesses and 38.400.090 limiting street accesses are in conflict. The requirement for two vehicular ingress/egress points to comply with Section 38.400.90 was found to be unnecessary for emergency service needs by the Engineering Division and the Fire Department with inclusion of an interior fire hydrant, and compliant firetruck hammerhead turnaround. The purpose of two accesses for community centers is to ensure adequate emergency access. The site is of a configuration that the site design cannot be revised to comply with both standards. Given the single street frontage, the 268-foot width of the lot on the frontage, the presence of a watercourse setback on the west side of the lot, access alignment requirements with the existing 10th and Durston intersection, and the arterial spacing requirement of 660-feet between full drive accesses, and 315-feet between partial drive accesses, Staff finds that the access requirements of 38.400.090 are the higher standard and therefore the single drive access was found to be compliant with Section 38.400.090. Wireless facilities 38.370 NA Affordable Housing 38.380.010 NA NA 166 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 12 of 20 Affordable housing plan NA Comments: Not applicable, no housing or wireless facilities are proposed. 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 No Traffic Impact Study (TIS) / LOS Yes Transportation grid adequate to serve site Yes Yes Comments: A TIS was required by the Engineering Division. The TIS, dated November, 2019, was reviewed and the findings found to be compliant with Engineering standards. Existing road conditions, level of service (LOS), and trip generation were found to not increase any road capacity problems in the area. This report is included in the available application documents. Durston Road is an MDT urban route; the applicant has been advised that they must apply for an approach permit from MDT. Street dedication NA Yes Drive access locations and widths Yes Number of drive accesses 1 Yes Street easements Yes Special Improvement Districts NA NA Comments: The site proposes 1 drive access off Durston Road. This access was reviewed by the City Engineer and Fire Department for compliance and safety standards. 20-feet of right-of-way along Durston is required, see condition of approval 4. Parking requirements of 38.540 Required parking nonresidential NA Yes Reductions nonresidential NA Required parking residential 53 Required bicycle parking (10% of required parking) 5 Provided parking off street 59 On street parking NA Comments: The project proposal follows the Senior High School parking calculation as required by staff. The calculation requires 1.5 spaces for each classroom or lecture hall; plus 1 space per each 5 students; plus 1 space for each nonteaching employee; plus 1 space per each 3 fixed seats in the area of public assembly, or 1 space per 25 square feet of area available for public assembly if fixed seats are not provided. The applicant calculation accounts for 7 classroom/cafeteria spaces, 90 students, 2 non-teaching employees, and 570 square feet of assembly space for a total required parking of 53.3 spaces. The applicant proposes to provide 59 spaces including 3 ADA spaces. The project meets the minimum parking requirements and does not exceed the maximum parking requirements. 5 bicycle parking spaces are required in this section, 16 bicycle parking spaces are proposed on 8 U-shaped racks underneath an aluminum and clear acrylic panel bicycle shelter located interior to the site. A bike lane is present along Durston Road, and North 11th and North 15th to the west is a designated bike route. 6a(2). Conformance with the community design provisions of article 4: Pedestrian and vehicular ingress and egress 38.400 Meets Code? 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 1 Yes Pedestrian access location(s) Yes Site vision triangles Yes 167 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 13 of 20 Fire lanes, curbs, signage and striping NA 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 NA Curb ramps Yes Pedestrian lighting Yes Comments: Pedestrian lighting is proposed both as building mounted and ground mounted bollard fixtures along the pedestrian walkway adjacent to the classroom and administration buildings. This lighting will illuminate pedestrian paths and entrances to enhance convenience and safety for all users. No crosswalks are proposed through the parking and drive access areas, but a connecting sidewalk is provided between the buildings on the east side of the parking lot, which will also provide safe access to the solid waste enclosure. 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: The existing 4-foot sidewalk along Durston Rd. is proposed to be widened by 2-feet along the subject parcel frontage to comply with landscaped block frontage standards for 6-foot minimum sidewalks adjacent to arterial streets. A 7-foot concrete sidewalk will connect pedestrians to the interior of the site and to the building entrances. The single vehicular access was reviewed by the Engineering Division and Fire Department and found to be complaint with all applicable design and safety standards. Condition of approval 4 requires 20-feet of additional right of way along Durston Road. 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: NA, lot and block standards were not triggered by this application. 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: Cash-in-lieu of water rights payment may be required prior to final plan approval, condition of approval 3 required updated water usage numbers prior to that determination by Engineering. The project is located just outside of the Bozeman Solvent Site Controlled Groundwater area, and an exempt well approval was provided for irrigation by the DNRC. A 30-foot wide public access and utility easement is required in condition of approval 2. A private dry 168 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 14 of 20 utility design was proposed with a 10-foot utility easement along Durston and running interior to the site to the 8-foot x 8-foot transformer pad located near the solid waste enclosure. Site Surface Drainage and stormwater control 38.410.080 Yes Location, design and capacity Yes Landscaping per 38.410.080.H Yes Comments: the Engineering Division reviewed the water, sewer and drainage plans and found them to be compliant with all design standards. Two basins were identified, a swale and detention pond is proposed along the west side of the parking lot in zone 2 of the watercourse setback for basin B, and a detention pond is proposed on the northeast side of the development for basin A with an outlet structure to the east side of the existing pond on the northwest side of the parcel in the watercourse setback. A 404 permit, for fill in jurisdictional streams and wetlands, from the U.S. Army Corps of Engineers (USACE) was acquired to put an outfall structure into the east side of the current pond and is compliant with watercourse setback provisions of Section 38.410.100. Landscaping as required by 38.410.080.H is compliant as proposed. 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: Not applicable, no residential units are proposed. 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: This parcel fronts a section of Durston Road designated a Landscaped Block Frontage. The design of the ground floor land use, building placement, building entrances, façade transparency, weather protection, parking location, landscaping and sidewalk width were all found to be compliant with this proposal and no departures were proposed. For building design, the use of weather protection features, change in roofline for a pitched roof, and structural expression provide adequate façade articulation for the single story building. Building details and materials meet the standards and no blank walls were found to be present. A structural enclosure and adequate landscaping are employed to screen the ground level service areas including the trash enclosure. Utility metering for the proposed new building is to be located on the north elevation and will not be visible to the public. 169 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 15 of 20 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 within the site and to the public sidewalk. The public sidewalk is proposed to be widened to 6-feet to meet the landscaped block frontage standards for an arterial street. A 7-foot sidewalk adjacent to parking will connect all buildings to the existing pedestrian network, service areas, and all open spaces. The proposal is meeting the requirement for 3-feet of landscaping between pathways and structures. 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 space and pedestrian area and the preservation of replacement of natural vegetation Meets Code? 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 NA 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 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. The density of the existing vegetation along the watercourse setback does not warrant additional plantings at this time. All disturbed areas within the watercourse setback zone 1 will be seeded following construction with a riparian seed mix. This seed mix will also be used in the detention basins. A native seed mix will be used in zone 2 of the watercourse setback. Irrigated turf is proposed in all other landscaped areas not including planting beds. A number of trees will be removed from the site to facilitate the project with some existing trees to be preserved at the north end of the site. A berm and complaint plantings will be used on the west side of the frontage to screen the parking areas from 170 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 16 of 20 7g. Conformance with the project design provisions of Article 5, Signage 38.560 Meets Code? Allowed (sq. ft)/building 0 Yes Proposed (sq. ft) 0 Comments: No signage is proposed with this application. Any signs proposed must be compliant with Section 38.560.060.B.3.c which states “Permitted non-residential type uses, such as churches, community centers, veterinary uses, golf courses, day care centers and schools may be permitted signage as if the underlying zoning were B-1.” 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: All stormwater facilities have been reviewed for compliance by Engineering and Planning staff. A stormwater maintenance plan has been provided. See the stormwater discussion under section 6b above. public view. Low level landscaping will be employed in front of the proposed classroom building to maintain views from the street. Boulevard trees are to be added to meet the 1 per 50-feet requirement. All areas outside of watercourse setbacks and detention areas are to be 75% drought tolerant. 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 Open space Yes Comments: Usable commercial open space is required per Section 38.520.060.C.1 for 2% of the site area. The applicant identified 111,097 square feet of site area per this standard with 2% equaling 2,222 square feet. Three open space areas are proposed, one at the front of site to contain benches and raised planting beds, one at the front of the existing structure to contain tables, benches and landscaping including a wheel chair accessible space, and one to the rear of the existing structure to contain landscaping, tables, and benches. A total of 2,226 square feet is to be provided, meeting the open space standards for usable area that is a visual amenity and a place for human activity. Landscaping along pedestrian pathways and around service areas is also proposed and compliant. 7e. Conformance with the project design provisions of Article 5, Open Space Meets Code? Open Space Section 38.520.060 Yes Total required 2,222 Yes Total provided 2,226 Yes Comments: See the open space discussion above under the landscaping section. 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 Minimum light trespass at property line Yes Comments: The proposed building mounted and site lighting meets standards. 171 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 17 of 20 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 meets watercourse setback design and landscaping. A wetland delineation was provided and reviewed by staff. Mandeville creek runs near the west side of the project site and contains an associated wetland. There is also an open water pond at the northwest side of the site. There is no wetland around the edge of the pond, or where it overflows to the creek. A 50-feet watercourse setback as required by code was identified and delineated to include the width of the wetland associated with the creek and around the pond. No impacts to the wetlands/watercourse are proposed and a 310 permit to manage impacts to perennial channel beds or their banks is not required. As discussed above a 404 permit for a stormwater outfall facility was obtained by the Applicant from the USACE for a stormwater outfall to the east side of the pond. Drainage design 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 NA Floodplain regulations 38.600 NA Wetland regulations 38.610 Yes Comments: See discussion under 8a-c above. A 50-foot watercourse setback has been established. Due to the density of existing vegetation, no additional setback plantings are required at this time. Some trees will be removed from zone 2 of the watercourse setback to accommodate stormwater facilities and disturbed areas will be reseeded. 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 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 Meets Code? Subdivision exemption NA NA Required Easements Public Access Easement Yes Reciprocal access and shared parking easement NA NA Mutual access easement and agreement NA NA Comments: A public access and utility easement is required, see condition of approval 2. 12. Phasing of development 38.230.020.B including buildings and infrastructure Meets Code? Phasing No # of phases 1 Yes 172 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 18 of 20 SECTION 4 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 community center. Surrounding land uses include an undeveloped R-5 zoned residential parcel to the north, east, and west, and residential 1-4 household uses to the south. The applicant has provided adequate setbacks, lot coverage, access, parking, landscaping, open space, and a watercourse and wetlands buffer. The community center use fits well with the adjacent residential uses, as well as the existing high school property to the southwest. The applicant has indicated the desire to “interact on a regular basis with the high school through programs and activities.” The applicant has also indicated the desire to rent out the educational space and grounds to the community for meetings “such as community associations, clubs and groups.” 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 project is adequate to meet required site plan criteria. The functionality of the existing site will be improved to be more compliant with watercourse setbacks, sanitation, and fire safety. The proposed classroom building is compliant with the landscaped block frontage standards and will provide clear pedestrian connections between the building and the sidewalk. The new building is also meeting all building design standards to provide high quality design in Bozeman’s built environment. A thoughtful layout of buildings, landscaping, and parking areas has been achieved and has been found to improve the site as a visual amenity from the street. 3. Additional conditions stated in the approval are deemed necessary to protect the public health, safety and general welfare. Yes Comments: See page 3 of this staff report for conditions of approval. No additional conditions were found to be necessary for the proposed use. APPENDIX A –PROJECT SITE ZONING AND GROWTH POLICY Zoning Designation and Land Uses: The subject property is zoned R-5 (Residential Mixed-Use High Density District). The intent of the R-5 residential mixed-use high-density district is to provide for high-density residential development through a variety of compatible housing types and residentially supportive commercial uses in a geographically compact, walkable area to serve the varying needs of the community's residents. These purposes are accomplished by: 1. Providing for a mixture of housing types, including single and multi-household dwellings to serve the varying needs of the community's residents. 173 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 19 of 20 2. Allowing offices and small-scale retail and restaurants as secondary uses provided special standards are met. Use of this zone is appropriate for areas adjacent to mixed-use districts and/or served by transit to accommodate a higher density of residents in close proximity to jobs and services. Adopted Growth Policy Designation: The property is designated as “Residential.” This category designates places where the primary activity is urban density dwellings. Other uses, which complement residences, are also acceptable such as parks, low intensity home based occupations, fire stations, churches, and schools. High-density residential areas should be established in close proximity to commercial centers to facilitate the provision of services and employment opportunities to persons without requiring the use of an automobile. Implementation of this category by residential zoning should provide for and coordinate intensive residential uses in proximity to commercial centers. The residential designation indicates that it is expected that development will occur within municipal boundaries, which may require annexation prior to development. The dwelling unit density expected within this classification varies between 6 and 32 dwellings per net acre. A higher density may be considered in some locations and circumstances. A variety of housing types can be blended to achieve the desired density. Large areas of single type housing are discouraged. In limited instances the strong presence of constraints and natural features such as floodplains may cause an area to be designated for development at a lower density than normally expected within this category. All residential housing should be arranged with consideration of compatibility with adjacent development, natural constraints such as watercourses or steep slopes, and in a fashion which advances the overall goals of the Bozeman growth policy. The residential designation is intended to provide the primary locations for additional housing within the planning area. Community centers are conditionally permitted non-residential uses in the zoning district correlated with the Residential growth policy designation. Staff finds that the project does contribute to the goals of the growth policy including the following goals and objectives: • Objective LU-1.4: Provide for and support infill development and redevelopment, which provides additional density of use while respecting the context of the existing development that surrounds it. Respect for context does not automatically prohibit difference in scale or design. The project meets this objective by proposing infill development within existing service areas in context to the surrounding development and future development. • Objective C-2.1: Require adequate and efficient circulation in all subdivisions and site plans and provide connectivity between developments and major destinations for both the pedestrians and vehicles, including human powered vehicles. The projects meets this objective by providing adequate pedestrian and bicycle circulation within the development, and the design of the sheltered bicycle parking encourages the use of nearby bike lanes and bike routes. • Objective E-1.4: Protect riparian corridors to provide wildlife habitat and movement areas, and to buffer all wetlands and water bodies. The project meets this objective by proposing a wetland and watercourse setback that meets code requirements and will not be disturbed except where drainage design is required. 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. 174 Staff Report Headwaters Academy SP / CUP Applications 19495 July 2, 2020 Page 20 of 20 ATTACHMENTS The most recent version of this application was received digitally in accordance with the City Manager’s Declaration of Emergency issued by the City on March 16, 2020. Online access to this application is available at https://www.bozeman.net/government/planning/using-the-planning-map. Select ‘Project Documents’ and navigate to application 19495 to view the full application. Digital access is also available at the Community Development Department at 20 E. Olive Street, Bozeman, MT 59715. Application Documents including application checklists, and the Applicant’s narrative (compressed), Follow the link for full file size Application Plans including Civil, Landscaping, Electrical, and Architectural (compressed), Follow the link for full file size Due to the large file sizes, the following technical reports are not attached but available by link to the Planning Project Information Portal below: Wetland Delineation Sanitary Sewer Demand Trip Generation Memo Headwaters Storm Drainage Report Headwaters Traffic Impact Study Geotechnical Report 175 176 177 178 179 180 181 182 183 184 185 186 187 Maxey Limited Partnership 4391 E Ravens Ridge Dr. Columbia, MO 65201-3113 Scott Chelendinas P.O. Box 6424 Bozeman, MT 59771-6424 John H. and Beverly Tromsness 1002 Durston Rd Bozeman, MT 59715-2722 Gardner Ventures, LLC 4127 Lombardy Dr. Helena, MT 59601-9603 Jeremy A. and Andrea C. Michael 906 Durston Rd Bozeman, MT 59715-2720 Adam M Riesch 526 N 9th Ave Bozeman, MT 59715-3332 Maurice S Quanbeck 520 N 11th Ave. Bozeman, MT 59715-3224 Barbara Nell 521 N 10th Ave Bozeman, MT 59715-3211 James M and Jennifer L Ray 520 N 10th Ave Bozeman, MT 59715-3212 Jessica Susan Brown 521 N 19th Ave. Bozeman, MT 59715-3331 Robert M Calhoun, Jr. 2415 2nd Ave., Apt. 330 Seattle, WA 98121-1411 188 March 3, 2020 CUP Project Narrative The Headwaters Academy, Inc. Site Plan/CUP Application Project Narrative The Headwaters Academy, Inc. (HWA) proposes to reuse the existing building at 1005 Durston Road to house its Administration Staff on the second floor as well as house community activities on the first level such as meetings for community associations, clubs and groups; host public presentations and functions; and be available for general public rental. HWA also proposes to build a new building on the property, southeast of the existing house, to house the student classrooms and activity areas. In addition, HWA will improve the site by adding a new water service to the new building, fire hydrant, parking facilities with 59 new parking spaces, and landscaped grounds as shown in the accompanying documents and plans. HWA proposes to reuse the existing garage as a garage, in which HWA will park two school vans, and construct a new paved, curbed and guttered access drive to service it. New pedestrian walkways are proposed for the spaces between the buildings and sheltered bike parking is proposed to be located south of the classroom building adjacent to Durston Road. The north and east fields of the property are proposed to be left open for outdoor activities. A. The project site is perfectly suited for a small independent education facility that supports earth science, horticulture and health education capitalizing on the natural resources located on and adjacent to the property. During the weekdays, during school hours, the site will be utilized for education purposes of The Headwaters Academy (HWA). In the later part of the weekdays and the weekends, HWA will have the opportunity to open its doors to the community for use as a Community Center. With ample open space south of the existing building, we have provided ample parking for use of the new and existing buildings as both a School and a Community Center. The relatively flat site allows for easy pedestrian circulation from locations off site as well as from the on-site parking areas to and amongst the buildings, new and existing. Screening of the parking areas from residential adjacency is easily accomplished with planted hedges. The expansive north and east yards have been left open for outdoor activities of both the school and Community Center. B. The project property is surrounded on the South and West sides by existing residences from which potential students will be able walk to school. In addition to the residences, Bozeman’s only currently operating High School sits just southwest across Durston Road. It is the hope of HWA to 189 interact on a regular basis with the High School though programs and activities suited to both Educational Groups. North and East of the project site is currently open undeveloped space. The Bozeman Community Plan 2009 designates the future use of this area as Residential. This use melds nicely with that of School/Community Center and no material adverse effect is foreseen upon the abutting properties. 190 May 19, 2020 Project Narrative and Response Addressing March 30, 2020 Required Code Corrections The Headwaters Academy, Inc. Site Plan/CUP Application PROJECT NARRATIVE The Headwaters Academy, Inc. (HWA) proposes to reuse the existing building at 1005 Durston Road to house its Administration Staff on the second floor as well as house community activities on the first level such as meetings for community associations, clubs and groups; host public presentations and functions; and be available for general public rental. HWA also proposes to build a new building on the property, southeast of the existing house, to house the student classrooms and activity areas. In addition, HWA will improve the site by adding a new water service to the new building, fire hydrant, parking facilities with 59 new parking spaces, and landscaped grounds as shown in the accompanying documents and plans. HWA proposes to reuse the existing garage as a garage and construct new curbed asphalt driveway to access the garage. New pedestrian walkways are proposed for the spaces surrounding the buildings, new and existing and sheltered bike parking is proposed to be located north of the new classroom building. The north fields of the property are proposed to be left open for outdoor activities. The proposed project timeline would have construction starting early this summer, once Site Plan/CUP and Building Permit approval have been received, to allow for occupancy of the project by early spring 2021. We request to submit this project for Building Permit review concurrently with the Site Plan/CUP project review. RESPONSE ADDRESSING REQUIRED CODE CORRECTIONS Planning Comments 1. Drawings on sheets A2.0 and A3.1 include a floor plan and elevations that indicate all proposed work to be completed to the existing garage structure. The existing paved driveway will be resurfaced with asphalt. Curb and gutter will be added to bring the existing driveway up to current development standards. Portions of the existing driveway will be reclaimed within the watercourse setback while other areas must be maintained for functionality. 2. The covered bike shelter has been relocated to the east of the existing building adjacent to the sidewalk on the east side of this building as shown on Sheet A1.0, drawing 1. 3. c. Sheets A3.2 and A3.3 include transparency calculations for the new building. All transparency requirements have been met as indicated in these calculations. 191 e. The berms at this location have been removed as shown on sheets L101 and L103. f. Parking and building frontage calculations have been updated on the Cover sheet, to include the drive aisle. With these updates, the project is still incompliance. g. The sidewalk along Durston Street is currently 4’ wide. However, as shown on sheet C1.3, a two-foot addition is proposed to make its new overall width 6’. The 6’ wide sidewalk has been shown on sheets A1.0, drawing 1 and L101-103. 4. Open space calculations have been added to the Cover sheet. Designated ‘open spaces’ have been added and denoted on sheet A1.0. Enlarged plans on sheets A1.0, detail 3 and A1.1, details 1&2 have been added to show the details and amenities of these spaces. 5. Landscape screening of ground related service areas has been added and is shown on sheets L101-103. 6. All cement board lap siding has been changed to metal siding as shown on sheets A3.2, A3.3 and sheet A3.5. 7. Snow storage area locations have been coordinated on Architectural, Civil and Landscape sheets (1/A1.0, L101, L103, and C1.3). 8. The parking calculations shown on the Cover sheet have been updated to include the 2 non- teaching staff. Gathering Room 003 in the existing building has been used as the assembly space in the parking calculations. This room name has been denoted as the Assembly Space on sheet A2.3. 9. A groundwater exempt well approval email from Kerri Strasheim of MT DNRC has been included with this resubmittal. The fire hydrant has been moved to an adjacent landscape island as shown on sheet C1.3. The landscape plans L101 and L103 have been updated to show this change. 10. Briana Schultz with Sundog Ecological has provided an updated Wetlands Delineation Report to Terraquatic and this updated report has been included in this re-submittal. Engineering Comments 1. The Mechanical Room has been shown on sheet C1.3. 2. The 10’ easement has been shown on sheet C1.3. A utility easement exhibit is included with the attachments. 3. The 10’ easement has been shown on sheet C1.3. 4. The fire hydrant has been relocated to an adjacent landscape island in the parking lot as shown on sheet C1.3. The landscape has been updated accordingly as well and shown on sheets L101 and L103. 5. The right-of-way previously granted only extends to the current property line. Coordination with Anna confirms that an additional 20-ft is still required. 6. Easement documents have been included with this re-submittal. 7. The storm drainage maintenance plan has been updated to include the retention pond. 8. Pipe inlet elevations has been shown on sheet C1.4. 9. The storm drainage design report as well as stormwater exhibit and pipe exhibit have been updated as requested. 10. The storm drainage report includes groundwater elevation data. 192 11. The SID Waiver has been recorded and a copy is included with this submittal. 12. Revised Sanitary Sewer Pump Stations: a. The sanitary sewer stations have revised model numbers to reflect proper sizing for average day demands. The DH071 is listed with a 700 GPD capacity; the DH151 is listed with a 1,500 GPD capacity. The anticipated average day demands are 555 gpd for the existing structure and 1,350 gpd for the proposed structure. The discharge lines will now be 1.25” rather than 1.5”. Fire Comments 1. The requirement of the Fire Alarm Voice/Evacuation system has been included in the Code Review on sheet A0.2. Solid Waste Comments 1. The front bollards have been removed as shown in detail 1/A5.2. 193 From:Brian Heaston To:Kira Ogle Cc:Danielle Garber Subject:RE: Headwaters Academy SP/CUP Intake Review Date:Monday, March 2, 2020 4:24:08 PM Attachments:image001.png Hi Kira, Payment of CILWR is needed before final plan approval; doesn’t need to be provided with the RC materials. With the substantial plan modifications coming in (shifting the bldg to Durston I thought was happening?), I’d like to take a look at the revised landscape plan and irrigation demand numbers. Want the fee determination to be based on the most relevant/accurate information. If you shift to an exempt well for landscape irrigation supply, and do away with using the municipal water system, then the payment of CILWR likely won’t be triggered at all. It’s additional capital cost for a well, but it’s offset by the CILWR fee savings, and should have a decent ROI when you factor in paying high monthly water during the irrigation season. Give me a call if you have questions. Brian From: Kira Ogle <kira@legendsstudio.com> Sent: Monday, March 2, 2020 4:01 PM To: Brian Heaston <bheaston@BOZEMAN.NET> Cc: Danielle Garber <DGarber@BOZEMAN.NET> Subject: RE: Headwaters Academy SP/CUP Intake Review Brian, In regard to your comments (see attached), do we need to pay the $8,517 cash in lieu of waters rights? If so, to whom may we right the check and is $8,517 the correct amount? Thank you, Kira E. Ogle, AIA, NCARB Principal 3805 Valley Commons Drive, Suite 11 Bozeman, MT 59718 p. 406.556.6676 194 From:Strasheim, Kerri To:Kira Ogle Cc:Brian Heaston Subject:RE: Headwaters Academy SP# 19495 Date:Monday, May 18, 2020 5:06:48 PM Attachments:image001.png Kira – Thank you for your inquiry. This project is just outside of the Bozeman Solvent SiteControlled Ground Water Area (BSS CGWA), so groundwater exemptions are allowed. The parcel is about three acres in size. Conservatively, three acres of irrigation is notmore than 7.5 acre-feet (AF), so a groundwater exemption can be used for yourproject’s lawn and garden needs. No water right permitting is required ahead of time. Each well cannot exceed a diversion rate of 35 gallons per minute (GPM). Standard Language: In Clark Fork Coalition, et. al. v. DNRC, et. al., 2016 MT 229, 384 Mont. 503, 380 P.3d 771, the Montana Supreme Court concluded that the definition of “combined appropriation” in Admin. R. Mont. 36.12.101(13) was invalid. The Court reinstated the Department’s 1987 Rule defining “combined appropriation” as: “An appropriation of water from the same source aquifer by means of two or more groundwater developments, the purpose of which, in the department’s judgment, could have been accomplished by a single appropriation. Groundwater developments need not be physically connected nor have a common distribution system to be considered a “combined appropriation.” They can be separate developed springs or wells to separate parts of a project or development. Such wells and springs need not be developed simultaneously. They can be developed gradually or in increments. The amount of water appropriated from the entire project or development from these groundwater developments in the same source aquifer is the “combined appropriation.” Under this Rule, the Department interprets subdivisions that are pending before the Department of Environmental Quality for approval on October 17, 2014 or filed after that date to be a single project that can be accomplished by a single appropriation. Consequently, all wells in such a subdivision will be considered a “combined appropriation” for the purposes of Mont. Code Ann. 85-2-306. The only exception to this interpretation is that a subdivision which has received preliminary plat approval prior to October 17, 2014 will not be considered a project under the “combined appropriation” 1987 Rule; individual lots will still be evaluated under the 1987 Rule at the time of an application to the Department. 2015 Mont. Laws § 1, Ch. 221. This communication does not serve as a pre-approval for a water right. Have a good day, 195 Kerri___________________Kerri StrasheimRegional Manager – Gallatin, Madison, and Park CountiesMT DNRC Water Resources2273 Boot Hill Court, Suite 110Bozeman, MT 59715Ph: 406-556-4504Fax: 406-587-9726kstrasheim@mt.gov From: Kira Ogle [mailto:kira@legendsstudio.com] Sent: Monday, April 20, 2020 11:37 AM To: Strasheim, Kerri <kstrasheim@mt.gov> Subject: [EXTERNAL] Headwaters Academy SP# 19495 Good Morning Keri, I am working on the site plan application and approval for the Headwaters Academy SP# 19495. The project property is located at 1005 Durston Road. To remove the ‘irrigation’ component from the cash in lieu water rights fee, we would like to install a well for landscape irrigation but need confirmation from DNRC that an exempt well is allowable. I am reaching out to you to obtain that. I have attached the proposed landscape and irrigation plans for the project for your reference/review. Once we have your confirmation, the project will be exempt from the fee. Please let me know fi you have any questions or need further information or drawings. Thank you, Kira E. Ogle, AIA, NCARB Principal 3805 Valley Commons Drive, Suite 11 Bozeman, MT 59718 p. 406.556.6676 196 197 198 199 200 201 202 203 ---COVER3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1CONTACT:TOM RYLEStom@walkerconstruction.bizCONTACT:RORY ROMEYrromey@alliedengineering.comCONTACT: KIRA OGLE kira@legendsstudio.comCONTRACTORWALKER CONSTRUCTION270 FLOSS FLATS ROAD, SUITE ABELGRADE, MT 59714ALLIED ENGINEERING32 DISCOVERY DRIVEBOZEMAN, MT. 59718PHONE: 406.582.0221CIVIL ENGINEERLEGENDS STUDIO, INC.3805 VALLEY COMMONS DRIVESUITE 11BOZEMAN, MT 59718PHONE: 406.556.6676FAX: 406.556.5782ARCHITECTTHE HEADWATERSACADEMY, INC.1005 DURSTON ROADBOZEMAN, MONTANA 59715PROJECT CONTACTSCONTACT:CHAD REMPFERchad@redbarnmontana.comLANDSCAPE ARCHITECTRED BARN MONTANALANDSCAPE DESIGN/BUILD3084 THORPE ROADBELGRADE, MONTANA 59714PH. 406-924-8038OWNERCONTACT:KEVIN COOKkevin@genecookrealtestate.comTHE HEADTERS ACADEMY, INC.1005 DURSTON RD.BOZEMAN, MONTANA 59715PH. 406-582-1118M & P ENGINEERCONTACT:BILL EDENbille@seengineersmt.comSE ENGINEERSP.O.BOX 10776BOZEMAN, MT 59719CONTACTS:PER HJALMARSSONper@chengineers.comC&H ENGINEERING AND SURVEYING, INC.1091 STONERIDGE DRIVEBOZEMAN, MT 59718STRUCTURAL ENGINEERELECTRICAL ENGINEERCONTACT:ANDY MOOREandy@beartoothlightingdesign.comBEAR TOOTH LIGHTING DESIGN, PLLC113 E OAK STREET, #1EBOZEMAN, MT 59715VICINITY AND ZONING MAP WITH DELIVERY ROUTENTSR-5R-4GAL. COUNTY VICINITY MAPLEGAL DESCRIPTION: S01, T02, R05 E,TRACT IN S2LOT SIZE: 3.021 ACRES (131,594 SF)BLDG. FOOTPRINT:EXISTING BLDGS.6,379 SFNEW BLDG.7,919 SFTOTAL BLDG. AREA14,298 SFFAR: .108DRIVEWAY CIRCULATION &PARKING AREA: 37,543 SFLANDSCAPE AREA: 79,766 SFPROPERTY ZONING: R-5BLOCK FRONTAGE: LANDSCAPEMAX LOT COVERAGE: 100%ACTUAL LOT COVERAGE: 10.8%MAX BUILDING HEIGHT: 44'-0"ACTUAL BLDG. HT. : 28'-0"FRONT SETBACK : 15'REAR SETBACK : 20'SIDE SETBACK : 5'NO PARKING SETBACKPARKING CALCULATIONSSENIOR HIGH SCHOOL1.5 SPACES PER CLASS ROOM, LECTURE HALL OR CAFETERIAPLUS,1 SPACE PER EVERY 5 STUDENTS PLUS,1 SPACE FOR EA. 25 SF OF ASSEMBLY SPACE1.5 SPACES X 7 CLASSROOMS/CAFETERIA=10.5 SPACESPLUS (90 STUDENTS / 5) = 18 SPACESPLUS (1) SPACE/EA. NON-TEACHING EMPLOYEE =2 SPACES570 SF OF ASSEMBLY SPACE /25 SF = 22.8 SPACESTOTAL REQUIRED PARKING SPACES = 53.3THE ASSEMBLY SPACE USED IN THIS CALCULATION ISGATHERING ROOM 003 IN THE EXISTING BUILDING.OF THESE SPACES,3 ARE REQUIRED TO MEET ADA REQ'S.TOTAL PARKING SPACES PROVIDED = 59NEW STANDARD SPACES - 56NEW ADA SPACES - 3 (1 VAN-ACCESSIBLE)BICYCLE PARKING CALCULATIONS53 REQ. PARKING SPACES X 10% =5 REQUIRED BICYCLE PARKING SPCS.16 BICYCLE PARKING SPACES HAVEBEEN PROVIDED.PLIR-5R-4R-3R-3R-3R-3R-3R-3R-3R-3B-2MB-2MB-2MB-2MB-2MB-2MR-3R-3R-1R-1R-1R-1B-2MR-1SITE INFORMATIONDURSTON RD.N. 7TH AVE. N. 9TH AVE.PER UDO SECTION 38.560.060.B.3.cIN B-1 ZONE, MAX S.F. AREA OF SIGNAGE: 80 SF PER BUILDING1.5 S.F. OF SIGN AREA PER FIRST 25 LINEAR FEET OF STREET FRONTAGE1.5 S.F X 25 = 37.5 S.F. TOTAL SIGNAGE ALLOWED ON THIS LOTALLOWED SIGNAGE TYPES AND SIZESMONUMENT MAX. SIZE S.F.: 32 S.F.MAX. MONUMENT HT.: 5'MONUMENT SETBACK: 5'PROJECTING SIGN MAX. AREA: 8 S.F.PROJECTING SIGN MAX. PROJECTION DISTANCE: 4'ROTATING SIGN MAX AREA: 2.5 S.F.SIGNAGE CALCULATIONSTOTAL DURSTON ROAD FRONTAGE (IN LF):268 LFTOTAL BUILDING FRONTAGE OF DURSTON:68 LFPERCENT BUILDING FRONTAGE:25%TOTAL PARKING/DRIVE FRONTAGE OF DURSTON:112LFPERCENT PARKING FRONTAGE :41%FRONTAGE CALCULATIONSCONTACTS:ANDREW HINNENKAMPandrewh@moduluscorp.comMODULUS, LLC109 E OAK STREET, SUITE 2BBOZEMAN, MT 59715PH. 706-945-4664TECHNOLOGY ENGINEERUDO SECTION 38.520.060.C.1 USABLE COMMERCIAL OPEN SPACENew developments with non-residential uses (except for development withinthe industrial zones) on sites with a total site area greater than one acre mustprovide open space. An area equal to at least two percent of the site area.OPEN SPACE'SITE AREA' = 111,097 SQ.FT.111,097 SQ.FT. X 2% = 2,222 SQ.FT. OPEN SPACE REQUIREDTOTAL OPEN SPACE PROVIDED450 SF + 1,306 SF + 470 SF = 2,226 SF PROVIDEDPROVIDED SEATING =(9)19" DEEP X 6' WIDE BENCHES(6)18" DEEP X 4' WIDE BENCHES111204 DURSTON ROAD(60' WIDE ROW)MANDEVILLE CREEK TRACT IN THE SE ONE-QUARTEROF SECTION 1, T 2 S, R 5 E.131,595 SF3.021 ACRESCivil EngineeringGeotechnical EngineeringLand Surveying32 DISCOVERY DRIVEBOZEMAN, MT 59718PHONE (406) 582-0221FAX (406) 582-5770www.alliedengineering.comSHEETHEADWATERS ACADEMYBOZEMAN, MTHEADWATERSNEXISTING CONDITIONSEXISTING CONDITIONSC1.1205 DURSTON ROAD(60' WIDE ROW)MANDEVILLE CREEK Civil EngineeringGeotechnical EngineeringLand Surveying32 DISCOVERY DRIVEBOZEMAN, MT 59718PHONE (406) 582-0221FAX (406) 582-5770www.alliedengineering.comSHEETHEADWATERS ACADEMYBOZEMAN, MTHEADWATERSNDEMOLITION PLANDEMOLITION PLANC1.2206 N. 10TH AVE.DURSTON ROADMANDEVILLE CREEKCivil EngineeringGeotechnical EngineeringLand Surveying32 DISCOVERY DRIVEBOZEMAN, MT 59718PHONE (406) 582-0221FAX (406) 582-5770www.alliedengineering.comSHEETHEADWATERS ACADEMYBOZEMAN, MTHEADWATERSNDESIGN PLANC1.3DESIGN PLAN207 208 Civil EngineeringGeotechnical EngineeringLand Surveying32 DISCOVERY DRIVEBOZEMAN, MT 59718PHONE (406) 582-0221FAX (406) 582-5770www.alliedengineering.comSHEETHEADWATERS ACADEMYBOZEMAN, MTHEADWATERSDETAIL1C5.1CURB AND GUTTERDETAIL2C5.1APPROACHDETAIL7C5.1PEDESTRIAN RAMPDETAIL3C5.1PEDESTRIAN RAMP DETAIL4C5.1TYPICAL PAVEMENT SECTIONDETAIL5C5.1SIDEWALK DETAILSDETAILSC5.1DETAIL6C5.1DURSTON SIDEWALK & BOULEVARD209 Civil EngineeringGeotechnical EngineeringLand Surveying32 DISCOVERY DRIVEBOZEMAN, MT 59718PHONE (406) 582-0221FAX (406) 582-5770www.alliedengineering.comSHEETHEADWATERS ACADEMYBOZEMAN, MTHEADWATERSDETAIL1C5.2ACCESSIBLE PARKINGDETAIL4C5.2LANDSCAPE ISLAND DRAIN CHANNELDETAIL2C5.2SANITARY SEWER CLEANOUT DETAILSC5.2DETAIL5C5.2POND OUTLET STRUCTUREDETAILS210 Civil EngineeringGeotechnical EngineeringLand Surveying32 DISCOVERY DRIVEBOZEMAN, MT 59718PHONE (406) 582-0221FAX (406) 582-5770www.alliedengineering.comSHEETHEADWATERS ACADEMYBOZEMAN, MTHEADWATERSDETAIL2C5.3SANITARY SEWER MANHOLEDETAIL3C5.336" STORM DRAINAGE INLETDETAIL1C5.348" COMBINATION INLETDETAILSDETAILSC5.3211 Civil EngineeringGeotechnical EngineeringLand Surveying32 DISCOVERY DRIVEBOZEMAN, MT 59718PHONE (406) 582-0221FAX (406) 582-5770www.alliedengineering.comSHEETHEADWATERS ACADEMYBOZEMAN, MTHEADWATERSDETAIL1C5.4FIRE HYDRANTDETAILSDETAILSC5.4212 GENERAL NOTES1.ALL LANDSCAPE AREAS TO HAVE PERMANENT AUTOMATIC IRRIGATION SYSTEM.2.ALL AREAS DISTURBED BY CONSTRUCTION TO BE SEEDED OR PLANTED ANDMAINTAINED.3.ALL EDGING SHALL BE METAL (PRO EDGE-STEEL/ALUMINUM)4.ALL SHRUB BEDS SHALL BE LINED WITH PROFESSIONAL GRADE TYPAR WEEDFABRIC, AND COVERED WITH 3-4" OF 1 12" WASHED ROCK MATERIAL5.ALL PLANT MATERIAL SHALL BE INSTALLED AS DETAILED.ALL STREET TREES TO BEAPPROVED BY CITY FORESTER.6.ALL PLANTS ARE TO MEET OR EXCEED 'AMERICAN STANDARDS FOR NURSERYSTOCK,' CURRENT EDITION, BY THE AMERICAN NURSERY & LANDSCAPEASSOCIATION. ALL PLANTS SHALL BE NURSERY-GROWN UNLESS OTHERWISENOTED.7.ALL PLANTS SHALL BE GUARANTEED FOR ONE YEAR AFTER PROJECT COMPLETION.8.ALL LAWN AREAS SHALL BE LOCALLY GROWN SOD9.CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INSTALLATION,EXCAVATION, OR PLANTING.10.NO TREE SHALL BE PLANTED WITHIN 10' OF ANY FIRE HYDRANT, SEWER ORWATER LINE.11.ALL OTHER DISTURBED AREAS ON SITE SHALL BE RE-GRADED ROCK HOUNDEDAND SEEDED TO MATCH DISTURBED AREA EXISTING LANDSCAPE12.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE AWAY FROM WALLS, WALKS,BUILDINGS, AND OTHER STRUCTURES AT ALL TIMES.12.SEEDED GRASS AREAS ARE TO BE FINANCIALLY GUARANTEED FOR 2 YEARS BYOWNER OR CONTRACTOR PRIOR TO BUILDING OCCUPANCY. TEMPORARYIRRIGATION FOR ESTABLISHMENT IS RECOMMENDED.13.NO PLANT SUBSTITUTIONS WITHOUT WRITTEN APPROVAL FROM THE OWNER ANDLANDSCAPE DESIGNER14.CONTRACTOR TO VERIFY ALL PLANT QUANTITIES. IF THERE IS A DISCREPANCYBETWEEN PLANT TABLE AND PLAN, THE PLAN SHALL DICTATE QUANTITY.15.ALL GROUND MOUNTED MECHANICAL NOT SHOWN ON PLAN SHALL BE HARD SCREENED WITH FENCE OR SIDING MATERIAL16.CONTRACTOR TO FENCE OFF EXISTING TREES TO PROTECT DURING CONSTRUCTION AND NO GRADING, STORAGE OF MATERIALS OR OTHER CONSTRUCTION ACTIVITIES ARE TO OCCUR WITHIN DRIP LINE OF EXISTING TREESTO BE PRESERVED. SEE DETAIL 7/L201BOZEMAN U.D.O. REQUIREMENTSPARKING LOT LANDSCAPING AREA REQUIRED:59 TOTAL PARKING SPACESPARKING LOT LANDSCAPING AREA REQUIRED: 1,180 SF2,997 SF SHOWN7 PARKING LOT TREES REQUIRED, 8 SHOWNBOULEVARD TREES1 TREE PER 50' OF STREET FRONTAGE~ADDITIONAL LANDSCAPE SHOWN TO ENHANCE THE VISUAL APPEAL OF THEPROJECT75% OF SPECIES TO BE DROUGHT TOLERANTWATERCOURSE PLANTING:NOT REQUIRED DUE TO DENSITY OF EXISTING VEGETATION (PER TERRAQUATICSREVIEW OF THE PLAN). ANY DISTURBED AREAS OF ZONE 1 AND 2 ARE TO BESEEDED AS NOTED.OWNERTHE HEADWATERS ACADEMY, INC.1295 THOMAS DRIVEBOZEMAN, MT 59715406-209-4524LEGAL DESCRIPTIONSE 14 OF SECTION 1, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIANMONTANA, CITY OF BOZEMAN, GALLATIN COUNTY, STATE OF MONTANA30.030.020.020.030.020.0w11111111IRRIGATION GENERAL NOTES1.A BACKFLOW PREVENTER SHALL BE PROFESSIONALLY INSTALLED AS PER THECITY OF BOZEMAN REQUIREMENTS2.A PRESSURE RELEASE VALVE/REGULATOR MAY BE NEEDED DEPENDING ON THE PSI AT POINT OF CONNECTION3.IRRIGATION POC WILL BE A PROPOSED WELL.4.IRRIGATION DESIGN ASSUMES 25-28GPM FROM WATER SOURCE5.IRRIGATION CONTRACTOR SHALL INSTALL A RAINBIRD (OR SIMILAR) RAINSENSOR THAT WILL AUTOMATICALLY TURN OFF THE SYSTEM DURING RAINEVENTS6.ALL TURF AREAS ARE TO BE SPRAY OR ROTOR IRRIGATED. MPR NOZZLES ORSIMILAR SHALL BE INSTALLED IN LAWN AREAS WHERE FEASIBLE TO MAXIMIZEEFFICIENCY. IRRIGATION SYSTEM TO BE INSTALLED WITH HEAD TO HEADCOVERAGE FOR ALL ROTOR AND SPRAY ZONES.7.CARE SHALL BE TAKEN TO ENSURE IRRIGATION SYSTEM IS INSTALLEDPROPERLY TO MINIMIZE/ELIMINATE WATER WASTE DUE TO OVER SPRAY ONTOWALKS AND PARKING LOTS.8.ALL LANDSCAPE BEDS TO RECEIVE DRIP IRRIGATION. HIGH EFFICIENCYIRRIGATION DRIP ZONES SHALL HAVE 5 GALLON EMITTERS TO TREES, 2GALLON EMITTERS TO ALL SHRUBS, AND 1 GALLON EMITTERS TO ALLPERENNIALS AND GRASSES. ANY TREES OR SHRUBS OUTSIDE BEDS ORLAWN AREAS (IN NATIVE GRASS) ARE TO RECEIVE DRIP IRRIGATION.9.ON THE NORTH SIDES OF STRUCTURES OR HEAVY CLAY SOILS, CARE SHALLBE TAKEN TO MINIMIZE OVER WATERING DEPENDING ON SOIL CONDITIONS AND THE SIZE OF EMITTER MAY BE REDUCEDIRRIGATION CALCULATIONS~THIS ESTIMATE ASSUMES THE SPRINKLER CONTROLLER IS PROGRAMMEDCORRECTLY AND ASSUMES A 3 TIME A WEEK IRRIGATION SCHEDULE~TOTAL ESTIMATED 36,758 GALLONS OF WATER PER MONTH (15,316) SF. TURFAREA) USED FOR ALL SPRAY/LAWN ZONES.~TOTAL ESTIMATED 3,692 GALLONS OF WATER PER MONTH USED IN THE DRIPZONES FOR THE TREES/SHRUBS AND GRASSES.TOTAL ESTIMATED WATER USAGE PER MONTH FOR LANDSCAPE: 40,451 GALLONSNProject For: Headwaters Academy 1005 W. Durston Rd. Bozeman, MTOverallLandscapePlanL101SCALE: 1"=30'-0"9/04/19City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comSHEET L102SHEET L103SHEET L102SHEET L103PROPERTY LINE-268'PROPERTY LINE-495.34PROPERTY LINE-493.54'PROPERTY LINE-268.01'EXISTING HOMEPROPOSEDCLASSROOMBUILDINGEXISTINGGARAGEDURSTON ROADN. 10TH AVE.10/08/19City Submittal11/22/19City SubmittalACTIVITYFIELD03/04/20City SubmittalWATERCOURSEZONE 1WATERCOURSEZONE 2 WATERCOURSEZONE 1WATERCOURSEZONE 2 05/20/20Revisions1RETENTIONPOND213 CONIFERSQTYBOTANICAL / COMMON NAMECONTCALSIZEMATURE SIZEDROUGHT TOLERANT4Juniperus scopulorum `Medora` / Medora Juniper10 gal10-12`Yes4Picea pungens / Colorado SpruceB & B8`-10`50`-60`YesDECIDUOUS TREESQTYBOTANICAL / COMMON NAMECONTCALSIZEMATURE SIZEDROUGHT TOLERANT6Acer freemanii `Sienna Glen` / Freeman MapleB & B1.5"-2.0"50`-60`No1Acer platanoides `Emerald Lustre` / Norway MapleB & B1.5"-2.0"50`-60`Yes3Crataegus x mordenensis `Toba` / Toba HawthornB & B1"Cal15-20`Yes2Gleditsia triacanthos `Skyline` / Skyline Honey LocustB & B1.5"-2.0"40`-50`Yes21Populus tremuloides / Quaking AspenB & B1.5"Cal35`-45`No2Tilia cordata / Littleleaf LindenB & B1.5"-2.0"35`-45`Yes4Ulmus davidiana japonica `Discovery` / Discovery ElmB & B1.5"-2.0"40`-50`YesSHRUBSQTYBOTANICAL / COMMON NAMESIZEMATURE SIZEDROUGHT TOLERANT3Acer tataricum `Hot Wings` / Hot Wings Tatarian Maple5 gal15-20`Yes12Cornus alba `Bailhalo` TM / Ivory Halo Dogwood5 gal4`-5`No15Cornus sericea `Isanti` / Isanti Redosier Dogwood5 gal5`-6`No5Cornus stolonifera `Arctic Fire` / Arctic Fire Dogwood5 gal4`-5`No13Cotoneaster acutifolius lucidus / Hedge Cotoneaster5 gal6-8`Yes8Daphne x burkwoodii `Carol Mackie` / Carol Mackie Daphne5 gal2`-3`No16Diervilla lonicera / Dwarf Bush Honeysuckle5 gal3`-4`Yes5Fothergilla gardenii / Dwarf Fothergilla5 gal3`-4`No10Juniperus horizontalis `Youngstown` / Youngstown Andorra Juniper5 gal12-18"Yes5Philadelphus lewisii `Blizzard` / Blizzard Mockorange5 gal5`-6`Yes9Physocarpus opulifolius `Seward` / Summer Wine Ninebark5 gal5`-6`Yes5Picea pungens `Globosa` / Dwarf Globe Blue Spruce5 gal4`-5`Yes11Pinus mugo `Compacta` / Dwarf Mugo Pine5 gal3`-4`Yes21Potentilla fruticosa `Abbotswood` / Abbotswood Potentilla5 gal2`-3`Yes14Prunus besseyi `Pawnee Buttes` / Pawnee Buttes Sand Cherry5 gal1-2`Yes24Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac5 gal2`-3`Yes7Ribes alpinum `Green Mound` / Green Mound Alpine Currant5 gal2`-3`Yes12Ribes aureum / Golden Currant5 gal5`-6`Yes21Rosa woodsii / Woods Rose5 gal5`-6`Yes16Rosa x `Nearly Wild` / Nearly Wild Rose5 gal2`-3`Yes3Salix bebbiana / Bebb`s Willow5 gal10-15`No29Spiraea betulifolia 'Tor' / Tor Birchleaf Spirea5 gal2`-3`Yes10Symphoricarpos albus / Common White Snowberry5 gal4`-5`Yes22Syringa meyeri `Palibin` / Dwarf Korean Lilac5 gal5`-6`YesANNUALS/PERENNIALSQTYBOTANICAL / COMMON NAMESIZEMATURE SIZEDROUGHT TOLERANT4Echinacea purpurea / Purple Coneflower1 gal32Geranium x `Johnson`s Blue` / Johnson`s Blue Geranium1 gal1-2`22Hemerocallis x `Stella de Oro` / Stella de Oro Daylily1 gal6Hosta `Guacamole` / Guacamole Lily1 galGRASSESQTYBOTANICAL / COMMON NAMESIZEMATURE SIZEDROUGHT TOLERANT38Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass1 gal39Deschampsia cespitosa / Tufted Hair Grass1 gal21Helictotrichon sempervirens `Blue Oats` / Blue Oat Grass1 galPLANT SCHEDULE******30.020.0CENTERLINEOF CREEKEXISTING TREES,TO BE PRESERVEDSEE DETAIL SHEET L201EXISTING STREAM/WETLAND CORRIDOR PLANTS TO BE PRESERVEDNATIVE GRASS(WATERCOURSE ZONE 2)RIPARIAN SEED MIX(WATERCOURSE ZONE 1)BOULDER, TYP.RIPARIANSEED MIX(RETENTIONPOND)STEEL EDGING, TYP.BIKE SHELTER,SEE ARCH.HIGH EFFICIENCY DRIPIRRIGATION TO ALLPLANT BEDS, TYP.RIPARIAN SEED MIX(RETENTION POND)30.020.0PROPERTY LINE-268'PROPERTY LINE-493.54'W.C.SETBACKZONE 1W.C.SETBACKZONE 2PONDCONCRETEPADEXISTINGHOUSEEDGE OF WETLANDS EXISTINGVEGETATIONSETBACKSETBACK SETBACKEXISTINGGARAGEMANDEVILLE CREEKPROPOSED WALKWAYPROPOSED WALKWAYNATIVEGRASS(6)IRRIGATED TURFSIDEWALKRETENTION PONDPROPERTY LINE-493.54' PROPERTY LINE-493.54'RETENTIONPONDNATIVEGRASSW.C.SETBACKZONE 1W.C.SETBACKZONE 2ALL EXISTING SHRUBSAND LANDSCAPE TOBE REMOVEDAROUND HOMEwPROPOSED WELLLOCATION,FINALLOCATION TO BEDETERMINEDRIPARIANSEEDMIXEXISTINGVEGETATIONBENCHES, SEEARCH.BENCHES ANDPICNIC TABLES,SEE ARCH.OS 2OS 3111111NATIVE SEED MIX:SMOOTH BROMEGRASS 40%WESTERN WHEATGRASS25%IDAHO FESCUE25%CANBY BLUEGRASS10%SEEDING RATE: 25 LBS/ACRERIPARIAN SEED MIX (DETENTION/RETENTION BASINAND WATERCOURSE ZONE 1):SLENDER RUSH .5 LBS PER ACREWATER SEDGE 1.0 LBS PER ACRECREEPING SPIKE RUSH 2.0 LBS PER ACRENEBRASKA SEDGE2.0 LBS PER ACRESMALLFRUITED BULL RUSH.2 LBS PER ACREBLUE JOINTED REED GRASS.5 LBS PER ACREGROUND COVERSQTYBOTANICAL / COMMON NAMECONT--15,316 sfPoa pratensis / Kentucky Bluegrass SodflatEXISTING EVERGREEN TREE-TO BE PROTECTED WITH FENCING DURING CONSTRUCTION.SEE GENERAL NOTES AND DETAIL 7/L201EXISTING DECIDUOUS TREE--TO BE PROTECTED WITH FENCING DURING CONSTRUCTION.SEE GENERAL NOTES AND DETAIL 7/L201EXISTING TREE/SHRUB TO BE REMOVED**NON DROUGHT TOLERANT SPECIES ONLY USED IN WATERCOURSE ZONE 1OR IN RETENTION POND SPACESNProject For: Headwaters Academy 1005 W. Durston Rd. Bozeman, MTNorthLandscapePlanL102SCALE: 1"=20'-0"9/04/19City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comSEE SHEET L103SEE SHEET L10310/08/19City Submittal11/22/19City Submittal03/04/20City Submittal05/20/20Revisions1214 30.020.0CENTERLINEOF CREEKEXISTING DECIDUOUSTREES TO BEREMOVEDEXISTING STREAM/WETLAND CORRIDOR PLANTS TO BE PRESERVEDBOULEVARD TREESPLANTED ON INSIDE OFSIDEWALK DUE TO NARROWSIZE OF BOULEVARD STRIPSIGHT TRIANGLEHIGH EFFICIENCY DRIPIRRIGATION TO ALLPLANT BEDS, TYP.HIGH EFFICIENCY DRIPIRRIGATION TO ALLPLANT BEDS, TYP.EXISTING DECIDUOUSTREE TO BE PRESERVEDSEE DETAIL SHEET L2012' BERM,4:1 SLOPEBOULDER, TYP.PROPERTY LINE-268.01'PROPERTY LINE-495.34'DURSTON ROADPROPOSED SIDEWALKW.C.SETBACKZONE 1W.C.SETBACKZONE 2EDGE OF WETLANDSEXISTINGVEGETATION PARKING LOTSETBACKSETBACK SETBACKMANDEVILLE CREEK IRRIGATED TURF NATIVEGRASSRIPARIANSEEDMIX(6)(9)(8)(11)(10)SIDEWALK/PATIO SIDEWALKSIDEWALK PROPERTY LINE-493.54'N. 10TH AVENUE PROPOSEDCLASSROOMBUILDINGSNOWSTORAGE(11)IRRIGATED TURFSNOWSTORAGE(4)STEEL EDGING, TYP.STEEL EDGING,TYP.STEEL EDGING, TYP.SNOWSTORAGEGARDEN BEDS &BENCHES, SEEARCH.BUILDING SETBACKOS 1TRANSFORMERTRASH111CONIFERSQTYBOTANICAL / COMMON NAMECONTCALSIZEMATURE SIZEDROUGHT TOLERANT4Juniperus scopulorum `Medora` / Medora Juniper10 gal10-12`Yes4Picea pungens / Colorado SpruceB & B8`-10`50`-60`YesDECIDUOUS TREESQTYBOTANICAL / COMMON NAMECONTCALSIZEMATURE SIZEDROUGHT TOLERANT6Acer freemanii `Sienna Glen` / Freeman MapleB & B1.5"-2.0"50`-60`No1Acer platanoides `Emerald Lustre` / Norway MapleB & B1.5"-2.0"50`-60`Yes3Crataegus x mordenensis `Toba` / Toba HawthornB & B1"Cal15-20`Yes2Gleditsia triacanthos `Skyline` / Skyline Honey LocustB & B1.5"-2.0"40`-50`Yes21Populus tremuloides / Quaking AspenB & B1.5"Cal35`-45`No2Tilia cordata / Littleleaf LindenB & B1.5"-2.0"35`-45`Yes4Ulmus davidiana japonica `Discovery` / Discovery ElmB & B1.5"-2.0"40`-50`YesSHRUBSQTYBOTANICAL / COMMON NAMESIZEMATURE SIZEDROUGHT TOLERANT3Acer tataricum `Hot Wings` / Hot Wings Tatarian Maple5 gal15-20`Yes12Cornus alba `Bailhalo` TM / Ivory Halo Dogwood5 gal4`-5`No15Cornus sericea `Isanti` / Isanti Redosier Dogwood5 gal5`-6`No5Cornus stolonifera `Arctic Fire` / Arctic Fire Dogwood5 gal4`-5`No13Cotoneaster acutifolius lucidus / Hedge Cotoneaster5 gal6-8`Yes8Daphne x burkwoodii `Carol Mackie` / Carol Mackie Daphne5 gal2`-3`No16Diervilla lonicera / Dwarf Bush Honeysuckle5 gal3`-4`Yes5Fothergilla gardenii / Dwarf Fothergilla5 gal3`-4`No10Juniperus horizontalis `Youngstown` / Youngstown Andorra Juniper5 gal12-18"Yes5Philadelphus lewisii `Blizzard` / Blizzard Mockorange5 gal5`-6`Yes9Physocarpus opulifolius `Seward` / Summer Wine Ninebark5 gal5`-6`Yes5Picea pungens `Globosa` / Dwarf Globe Blue Spruce5 gal4`-5`Yes11Pinus mugo `Compacta` / Dwarf Mugo Pine5 gal3`-4`Yes21Potentilla fruticosa `Abbotswood` / Abbotswood Potentilla5 gal2`-3`Yes14Prunus besseyi `Pawnee Buttes` / Pawnee Buttes Sand Cherry5 gal1-2`Yes24Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac5 gal2`-3`Yes7Ribes alpinum `Green Mound` / Green Mound Alpine Currant5 gal2`-3`Yes12Ribes aureum / Golden Currant5 gal5`-6`Yes21Rosa woodsii / Woods Rose5 gal5`-6`Yes16Rosa x `Nearly Wild` / Nearly Wild Rose5 gal2`-3`Yes3Salix bebbiana / Bebb`s Willow5 gal10-15`No29Spiraea betulifolia 'Tor' / Tor Birchleaf Spirea5 gal2`-3`Yes10Symphoricarpos albus / Common White Snowberry5 gal4`-5`Yes22Syringa meyeri `Palibin` / Dwarf Korean Lilac5 gal5`-6`YesANNUALS/PERENNIALSQTYBOTANICAL / COMMON NAMESIZEMATURE SIZEDROUGHT TOLERANT4Echinacea purpurea / Purple Coneflower1 gal32Geranium x `Johnson`s Blue` / Johnson`s Blue Geranium1 gal1-2`22Hemerocallis x `Stella de Oro` / Stella de Oro Daylily1 gal6Hosta `Guacamole` / Guacamole Lily1 galGRASSESQTYBOTANICAL / COMMON NAMESIZEMATURE SIZEDROUGHT TOLERANT38Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass1 gal39Deschampsia cespitosa / Tufted Hair Grass1 gal21Helictotrichon sempervirens `Blue Oats` / Blue Oat Grass1 galPLANT SCHEDULE******NATIVE SEED MIX:SMOOTH BROMEGRASS 40%WESTERN WHEATGRASS25%IDAHO FESCUE25%CANBY BLUEGRASS10%SEEDING RATE: 25 LBS/ACRERIPARIAN SEED MIX (DETENTION/RETENTION BASINAND WATERCOURSE ZONE 1):SLENDER RUSH .5 LBS PER ACREWATER SEDGE 1.0 LBS PER ACRECREEPING SPIKE RUSH 2.0 LBS PER ACRENEBRASKA SEDGE2.0 LBS PER ACRESMALLFRUITED BULL RUSH.2 LBS PER ACREBLUE JOINTED REED GRASS.5 LBS PER ACREGROUND COVERSQTYBOTANICAL / COMMON NAMECONT--15,316 sfPoa pratensis / Kentucky Bluegrass SodflatEXISTING EVERGREEN TREE-TO BE PROTECTED WITH FENCING DURING CONSTRUCTION.SEE GENERAL NOTES AND DETAIL 7/L201EXISTING DECIDUOUS TREE--TO BE PROTECTED WITH FENCING DURING CONSTRUCTION.SEE GENERAL NOTES AND DETAIL 7/L201EXISTING TREE/SHRUB TO BE REMOVED**NON DROUGHT TOLERANT SPECIES ONLY USED IN WATERCOURSE ZONE 1OR IN RETENTION POND SPACESNProject For: Headwaters Academy 1005 W. Durston Rd. Bozeman, MTSouthLandscapePlanL103SCALE: 1"=20'-0"9/04/19City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.comSEE SHEET L102SEE SHEET L10210/08/19City Submittal11/22/19City Submittal03/04/20City Submittal05/20/20Revisions1215 STAKE WITH 2" WOOD TREESTAKES AND RUBBER STYLE TIES.PROVIDE SLACK IN LINE TIES.STAKES SHALL NOT PENETRATEROOT BALL.MULCH AS SPECIFIED. PULLMULCH AWAY FROM TRUNK.TREE IS TO BE PLANTED SLIGHTLY HIGHERTHAN GRADE WITH THE TREE COLLAREXPOSED1. CREATE A SAUCER AROUND TREES TO RETAIN IRRIGATION WATER.NOTES:USE PROPER PRUNINGTECHNIQUES TO REMOVE DEADOR BROKEN LIMBS, ANDCOMPETING APICAL LEADERSEXCAVATE HOLE:WIDTH = 3 x DIA. OF ROOTBALLDEPTH = HEIGHT OF ROOTBALL + 6" MIN.1L201PLANTING DETAILTREE NTSFINISH GRADE4'EDGINGAMENDED TOPSOIL BACKFILL.OVEREXCAVATE TREE WELL & PROVIDE 6"MIN. COMPACTED PLANTING SOILUNDER TREE BALL AS SHOWN1. SHRUBS TO BE PLANTED TO BEAR THE SAME RELATION TO FINISH GRADE ASORIGINALLY GROWN IN THE NURSERY.NOTES:EXCAVATED HOLE 2X DIAMETEROF ROOTBALLBACKFILL WITH AMENDED TOPSOILREMOVE ROOTCONTAINMENTMATERIALS IFPRESENTMULCH -PULL MULCHAWAY FROM STEM. MULCH3" MIN.CREATE SAUCERAROUND SHRUBPRUNE SHRUB TOREMOVE DEAD ORDAMAGED BRANCHES.2L201SHRUB PLANTING DETAIL NTS6" MIN.PERENNIALS AS SHOWN ON PLANMULCH W/ 1" SOIL PEP ORCOMPOST10" MIN. DEPTH OF PLANTINGSOIL MIXUNDISTURBED SOILNOTE:1) SPREAD PLANTING SOIL TO 10" DEPTH, ADDING AMENDMENTS INRESPONSE TO SOIL ANALYSIS TO ACHIEVE SPECIFIED SOIL NUTRIENTS,TEXTURE AND ORGANIC MATTER.3L201PERENNIAL / ORNAMENTAL GRASS PLANTING NTS4L201LANDSCAPE EDGING NTSFINISH GRADE.STEEL EDGING AS SHOWN. PRO-EDGESTEEL/ALUMINUMMULCH AS NOTED.WEED BARRIER FABRIC. LAP 6" AT JOINTS.8" STAPLES TO ANCHOR WEED BARRIER, TRIANGULARSPACING 3' O.C. AND 1' O.C. LINEAR SPACING AT JOINTS.3" MIN.WHERE STEEL EDGING INTERSECTS WITH OTHER STEELEDGING, SECURE (BOLT OR WELD) THE TWO PIECES OFEDGING TOGETHER.5L201BOULDER PLACEMENT NTSBURY BOULDERS 14 TO 13 OF THEIRHEIGHT BELOW FINISHED GRADECOMPACTED SUBGRADEPLANT BEDNOTES:1)BOULDERS ARE TO BE SET IN PLACE PRIOR TO PLANTING OR IRRIGATION INSTALLATION.2)BOULDER TYPE TO BE AS NOTED ON PLAN3)BOULDERS TO BE IN NATURAL GROUPINGS WITH VARYING HEIGHTS AND SIZES.2" THICK CONCRETE PAVERSLOPE NOT TO EXCEED 4:1NATIVE TREE AND SHRUB PLANTINGS ONUPPER EDGES OF GRADERIPARIAN SEED MIX IN BOTTOM ANDUP SIDES OF RETENTION PONDSEE PLANT LEGENDNATIVE SEED MIX ON UPPER EDGES OF GRADESEE PLANT LEGEND6L201SECTIONRETENTION POND NTS18'-478"KEEP OUTTREEPROTECTIONAREA7L201EXISTING TREE PROTECTION DETAIL 1/4"=1'NOTES:1)NO PRUNING SHALL BE PERFORMED EXCEPT BY AN APPROVED ARBORIST2)NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDINGDURING FENCE INSTALLATION AND REMOVAL.3)DETAIL MODIFIED FROM URBAN TREE FOUNDATIONTREE PROTECTION FENCE: HIGHDENSITY POLYETHYLENE FENCINGWITH 3.5" X 1.5" OPENINGS;COLOR-ORANGE. STEEL POSTSINSTALLED AT 8' O.C.2" x 6' STEEL POSTS ORAPPROVED EQUALMAINTAIN EXISTING GRADE WITHTHE TREE PROTECTION FENCEUNLESS OTHERWISE INDICATEDON THE PLANS© 20148.5" X 11" SIGN ORLARGER LAMINATEDIN PLASTIC ANDSPACED EVERY 50'ALONG THE FENCE4'CROWN DRIP LINE OR OTHER LIMIT OF TREEPROTECTION AREA LandscapeDetailsL201NProject For: Headwaters Academy 1005 W. Durston Rd. Bozeman, MT09/04/19City SubmittalDate Issue3084 Thorpe RoadBelgrade, Montana 59714Ph 406.924.8038alyssa@redbarnmontana.com10/08/19City Submittal11/22/19City Submittal03/04/20City Submittal216 GENERALINFORMATIONA0.1CHANGES TO OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT THE EXPRESS WRITTENANY AMBIGUITIES, DISCREPANCIES, OR CONFLICTS DISCOVERED THROUGH THE USE OF THESEHAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE GENERAL CONTRACTORAUTHORIZATION OF THE OWNER AND THE DESIGNER.COMPLETION OF THESE ITEMS.BEING HELD RESPONSIBLE FOR THE CONSEQUENCES RESULTING FROM SUCH CHANGES.RESULT IN THE PARTY MAKING SUCH CHANGES TO OR DEVIATIONS FROM THE DRAWINGSCONSENT OF THE DESIGNER SHALL BE CONSIDERED TO BE UNAUTHORIZED AND SHALLDESIGNER OF ALL LIABILITIES AND/OR ANY OTHER CONSEQUENCE.NOTICE TO THE DESIGNER PRIOR TO ANY CONSTRUCTION ACTIVITY SHALL RELIEVE THEDRAWINGS SHALL BE REPORTED IMMEDIATELY TO THE DESIGNER. FAILURE TO PROVIDEIS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE THROUGHOUT CONSTRUCTION.SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR ANDTHE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARYANY CHANGE WHICH RESULTS IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTENAND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THEDESIGNER AND COMPILE A "PUNCH LIST" OF CORRECTIONS AND UNSATISFACTORYUPON COMPLETION OF THE WORK THE CONTRACTOR SHALL WALK THROUGH WITH THE19.18.16.17.15.ON THE DRAWINGS AT THE JOB SITE AND SHALL NOTIFY THE DESIGNERWILL BE THE RESPONSIBILITY OF THE CABINET CONTRACTOR.OF FLOORING OR CARPETING.SHALL GOVERN SMALLER SCALE.FREE OF ALL MATERIALS AND BROOM CLEAN.SUBMITTED BY THE CONTRACTOR.TO INSURE PROPER AND ADEQUATE BLOCKING, ALL BLOCKING FOR CABINET WORKPATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATIONDO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. LARGER SCALE DRAWINGSCONSTRUCTION DEBRIS. AT THE COMPLETION OF THE WORK, LEAVE THE JOB SITEWASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY OF RELATEDCONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OFCONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIREDPERIOD OF AT LEAST ONE (1) YEAR FROM APPROVAL FOR FINAL PAYMENT.ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR AARE USED, THE DESIGNER SHALL DETERMINE EQUALITY BASED ON INFORMATIONSPECIFIED. WHERE THE TERMS "EQUAL TO", "EQUIVALENT" OR "APPROVED EQUAL"THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS13.14.12.11.10.8.9.FOR THEIR WORK.AND IN PROPER ALIGNMENT.AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.RESPECT, UNLESS NOTED OTHERWISE. MANUFACTURED MATERIALS AND EQUIPMENTALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERYALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUEAND/OR SPECIFICATIONS TO THE TRADES UNDER THEIR JURISDICTION.CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGSEACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADESCERTIFICATES OF INSPECTION, AND THE FILING OF ALL WORK WITH GOVERNMENTALSTATUTES AND ORDINANCES. ALL FEES, TAXES, PERMITS, APPLICATIONS ANDAND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES,HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATECONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIESOF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING7.6.5.FOLLOWING THEM.4.3.WITH THE WORK.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWNAUTHORIZATION AND PERMISSION FROM AND AGREEMENT WITH THIS DESIGNER.OR ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTENOWNER NOR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONSTO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE PROJECTPREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOTPROPERTY OF THIS DESIGNER WHETHER THE PROJECT FOR WHICH THEY WEREDRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVEGENERAL NOTES2.1.DRAWING TITLEBUILDING SECTIONWALL SECTIONEXTERIOR ELEVATIONINTERIOR ELEVATIONDETAIL CALLOUTSTRUCTURAL GRIDROOM NAME & NUMBERREVISION CLOUD & NUMBERSCALE: 1/4" = 1'-0"11A4.2A2.1GRAPHIC SYMBOLSFIRST FLOOR PLANA5.11A3.112A7.111A5.3AROOM NAME00021WINDOW TYPEDOOR NUMBEREXISTING CONTOURNEW GRADE ELEVATIONBENCHMARK ELEVATIONW0D000-0T.O. WALLEL. 100'-0"x45.25JANITORJOISTJOINTKITCHENLAM.LAV.LAB.KIT.JAN.JST.JT.LABORATORYLAVATORYLAMINATELIGHTMINIMUMMIN.MISC.MECH.MEMB.MFR.MAX.MDFM.O.M.H.LWT.LT.NEWNORTHMULLIONMETALNUMBERN.T.S.N.I.C.NOM.O.C.O.D.(N)NO.NMTL.MUL.ON CENTEROUTSIDE DIAMETERNOT TO SCALENOT IN CONTRACTMASONRY OPENINGMISCELLANEOUSMEMBRANEMECHANICALMANUFACTURERMEDIUM DENSITY FIBERBOARDNOMINALMANHOLEMAXIMUMLIGHTWEIGHTPAINTPAIRPLASTEROPP.O.W.S.J.PLYWD.PLAS.P.LAM.PR.P.L.PCT.(P)OPG.OH.RISERROOMQ.T.REINF.REQ'D.REFR.R.O.RM.R.D.RE:R.P.T.OPPOSITEQUARRY TILEREINFORCEDROUGH OPENINGREFER TO ...ROOF DRAINREFRIGERATOROPEN WEB STEEL JOISTPROPERTY LINEPLASTIC LAMINATEPRESSURE TREATEDREQUIREDPLYWOODPRE-CASTOVERHEADOPENINGAREA DRAINANCHOR BOLTAGGREGATEALUMINUMALTERNATEAPPROXIMATEADDENDUMABOVE FINISHED FLOORACOUSTICAL CEILING TILEAPPROX.A.F.F.AGGR.AL.ALT.ADD.AB.ACTA.D.BOARDBLOCKBUILDINGBEARINGBETWEENBOTTOMBEAMBUILT UP ROOFINGBOTH WAYSBLOCKINGARCHITECT(URAL)CEILINGCABINETCOLUMNCLEARCAST-IN-PLACECONTROL JT.CONNECTIONCONCRETE MASONRY UNITCLEANOUTCONCRETECAULKINGBD.CONN.CONC.C.M.U.CLKG.BTWN.B.U.R.BLDG.BLK'G.C.I.P.C.O.COL.CLR.C.J.CLG.BRG.CAB.B.W.BM.BOT.BLKARCH.CARPETDEGREEDOWNDETAILØCERAMIC TILEDRINKING FOUNTAINDEMOLITIONDIAGONALDIAMETERCONSTRUCTIONCONTINUOUSEACHEASTEXISTINGDRAWINGEMERGENCYELECTRICALFINISH SYSTEMELEVATIONEXPANSION JOINTEXTERIOR INSULATION ANDDOWNSPOUTCPT.EL. ELEV.ELEC.EMERE.I.F.S.DWG.DEMO.DIAG.DET./DTL.E.J.EA.(E)ED.F.DS.DN.DIA.C.T.DEG.CONSTR.CONT.ABBREVIATIONSSOUTHCEILINGSECTIONSHEETSIMILARSCHED.SECT.S.A.C.SHT.SIM.S.F.SS.C.R.W.SQUAREPANELSTEELSPEC.SUSP.STRUC.STIFFSTAGG.STL.STR.SQ.STD.S.S.S.I.P.SOLID CORESPECIFICATION(S)SQUARE FOOT (FEET)SUSPENDED ACOUSTICALSTAGGEREDSTAINLESS STEELSTRUCTURALSTRUCTURALSUSPENDEDSTRUCTURAL INSULATEDSTANDARDSTIFFENERSCHEDULERED WOODTHICKTREADTYPICALTOP OFT & BU.N.O.THK.T & GULUBCTYP.T.O.TER.TVERIFYWESTWITHV.R.W.C.VERT.V.I.F.WWHW/VCTVERV.B.TOP AND BOTTOMTONGUE & GROOVEUNIFORM BUILDING CODEVAPOR BARRIERVAPOR RETARDERUNLESS NOTED OTHERWISEUNDERWRITER'S LABORATORYVINYL COMPOSTION TILEWATER CLOSETWARNOCK-HERSEYTERRAZZOVERIFY IN FIELDVERTICALWITHOUTATANDPLATELLW.P.W.W.F.W.R.@&PCW/OWATERPROOF(ING)WATER RESISTANTCENTERLINEWELDED WIRE FABRICWD.WOODEQUALEQUIPMENTFIRE DEPARTMENT CONNECTIONFLOOR DRAINELECTRIC WATER COOLEREACH WAYEXPANSIONFIRE ALARMEQUIVALENTEXTERIORFINISHFLOORFIRE EXTINGUISHER CABINETFACE OF BRICKFOUNDATIONFIRE HOSE CABINETFACTORY MUTUALFLOW LINEFLUORESCENTFINISH FLOORFIRE EXTINGUISHERFOUNDATIONEQUIP.F.O.B.FLUOR.F.H.C.F.E.C.F.D.C.E.W.C.EQUIV.FND.FMFLR.F.L.FIN.F.F.F.E.FDN.F.D.F.A.E.W.EXT.EXP.EQ.FURRINGFIREPLACEGENERAL CONTRACTORGALVINIZEDFIRE-RETARDANTFOOT (FEET)GAUGE or GAGEFOOTINGFULL SIZEFACE OF STUDGRADEGYPSUMGLASSHEADERHARDWOODGYPSUM WALLBOARDGYPSUM BOARDHOLLOW COREHANDICAPPEDHOSE BIBBGALVANIZED IRONF.P.HDR.HDWD.GYP. BD.GWBGALV.FURR.GR.H.C.H/CGYP.H.B.G.L.G.C.G.I.GA.FT.F.S.FTG.F.R.F.O.S.F.O.C.FACE OF CONCRETEHOURHEIGHTINTERIORHORIZONTALAIR CONDITIONINGHEATING, VENTILATION ANDINSIDE DIAMETERHIGH PRESSURE LAMINATEINSULATIONHOLLOW METALHORIZ.INSUL.HVACINT.I.D.HR.HT.HPLH.M.HDWE.HARDWAREENCL.ENCLOSUREROUGH SAWN (RESAWN)R.S.3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1A4.21217 A-3BOCC. LOAD120OCC. LOAD9OCC. LOAD4EXITEXITEXITEXITEXITEXITEXITEXITEXITBEOCC. LOAD23DNDNDNDNOCC. LOAD16BBEEOCC. LOAD46EOCC. LOAD54OCC. LOAD36OCC. LOAD35OCC. LOAD34OCC. LOAD45OCC. LOAD1OCC. LOAD1OCC. LOAD37EXITEXITEXITEXITEXITEXITEXITEXITEXIT289979797EEEEEEECODE REVIEWBUILDING #1 (EXISTING HOUSE)CODE: 2018 INTERNATIONAL BUILDING CODEOCCUPANCY TYPES:FIRST FLOOR - 'B', 'A-3'(COMMUNITY HALL), 'E' (LUNCH ROOM)SECOND FLOOR - 'B'TYPE OF CONSTRUCTION:TYPE V-B, NON-SPRINKLEDREQUIRED OCCUPANCY SEPARATIONS: (TABLE 508.4)2-HOUR SEPARATION REQUIRED BETWEEN 'A-3' & 'B'BUILDING LIMITATIONS: (TABLES504.3,504.4 & 506.2)A-3 OCCUPANCYALLOWABLE HEIGHT :1 STORIESALLOWABLE AREA PER FLOOR :6,000 S.F.MAXIMUM HEIGHT:40 FEETACTUAL 'A-3' AREA FIRST FLOOR:843 S.F.B OCCUPANCYALLOWABLE HEIGHT :2 STORIESALLOWABLE AREA PER FLOOR :9,000 S.F.MAXIMUM HEIGHT:40 FEETACTUAL 'B' AREA FIRST FLOOR:1,807 S.F.ACTUAL 'B' AREA SECOND FLOOR:1,557 S.F.TOTAL 'B' AREA3,364 S.F.E OCCUPANCYALLOWABLE HEIGHT :1 STORIESALLOWABLE AREA PER FLOOR :9,500 S.F.MAXIMUM HEIGHT:40 FEETACTUAL 'E' AREA FIRST FLOOR:455 S.F.FIRE RESISTANCE REQUIREMENTS: (TABLES 601 & 602)TYPE VB STRUCTURAL FRAME:0BEARING WALLS - EXTERIOR0-5 FT.1-HOUR 5-10 FT.1-HOUR10-30 FT.0OVER 30 FT.0BEARING WALLS - INTERIOR0NON-BEARING WALLS - EXTERIOR0-5 FT.1-HOUR 5-10 FT.1-HOUR 10-30 FT.0OVER 30 FT.0NON-BEARING WALLS - INTERIOR0FLOOR CONSTRUCTION0ROOF CONSTRUCTION0907 FIRE ALARM AND DETECTION SYSTEMS907.2.3 A MANUAL FIRE ALARM SYSTEM THAT INITIATES THE OCCUPANT NOTIFICATIONSIGNAL UTILIZING AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM MEETINGTHE REQUIREMENTS OF SECTION 907.5.2.2 AND INSTALLED IN ACCORDANCE WITHSECTION 907.6 SHALL BE INSTALLED IN GROUP 'E' OCCUPANCIES.OCCUPANT LOAD: (TABLE 1004.5)FIRST FLOOR'A-3' OCCUPANCY (CHAIRS ONLY - UNFIXED)129 OCCUPANTS'B' OCCUPANCY13 OCCUPANTSSECOND FLOOR'B' OCCUPANCY16 OCCUPANTS TOTAL OCCUPANT LOAD158 OCCUPANTSFIRST FLOOR LUNCH ROOM'E' OCCUPANCY23 OCCUPANTS1005 MEANS OF EGRESS SIZING:FIRST FLOOR REQUIRED EXIT WIDTHCORRIDORS158 X .2" = 31.6"23 X .2 = 4.6" (44" MIN. OR 36" MIN. IF OCC. LOAD < 50)OTHER EGRESS COMPONENTS16 X .3" = 4.8" (44" MIN. OR 36"MIN. IF OCC. LOAD < 50)DOORS32" CLEAR WIDTH MIN.EXIT WIDTH PROVIDED:CORRIDORS44"OTHER EGRESS COMPONENTS40"DOORS32" CLEAR WIDTH1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS(1006.2.1):TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALLBE PROVIDED WHERE THE OCCUPANT LOAD OF THE SPACE EXCEEDS 49 FORAN 'A', 'B' OR 'E' OCCUPANCY.FOR OCCUPANCIES 'A', 'E' AND 'B' WHERE THE OCCUPANT LOAD IS GREATER THAN 30, COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75 FEET.1017 EXIT ACCESS TRAVEL DISTANCE:TRAVEL DISTANCE WITHIN THE EXIT ACCESS PORTION OF THE MEANS OF EGRESSFOR 'A', 'B' OR E OCCUPANCIES, SHALL NOT EXCEED 200 FT.W/O SPRINKLERS.CODE REVIEWBUILDING #2 (NEW BUILDING)CODE: 2018 INTERNATIONAL BUILDING CODEOCCUPANCY TYPES:FIRST FLOOR - 'E'TYPE OF CONSTRUCTION:TYPE V-B, NON-SPRINKLEDREQUIRED OCCUPANCY SEPARATIONS: (TABLE 508.4)NO SEPARATION REQUIREMENTBUILDING LIMITATIONS: (TABLES504.3,504.4 & 506.2)E OCCUPANCYALLOWABLE HEIGHT :1 STORIESALLOWABLE AREA PER FLOOR :9,500 S.F.MAXIMUM HEIGHT:40 FEETACTUAL 'E' AREA FIRST FLOOR:7,919 S.F.FIRE RESISTANCE REQUIREMENTS: (TABLES 601 & 602)TYPE VB STRUCTURAL FRAME:0BEARING WALLS - EXTERIOR0-5 FT.1-HOUR 5-10 FT.1-HOUR10-30 FT.0OVER 30 FT.0BEARING WALLS - INTERIOR0NON-BEARING WALLS - EXTERIOR0-5 FT.1-HOUR 5-10 FT.1-HOUR 10-30 FT.0OVER 30 FT.0NON-BEARING WALLS - INTERIOR0FLOOR CONSTRUCTION0ROOF CONSTRUCTION0907 FIRE ALARM AND DETECTION SYSTEMS907.2.3 A MANUAL FIRE ALARM SYSTEM THAT INITIATES THE OCCUPANT NOTIFICATIONSIGNAL UTILIZING AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM MEETINGTHE REQUIREMENTS OF SECTION 907.5.2.2 AND INSTALLED IN ACCORDANCE WITHSECTION 907.6 SHALL BE INSTALLED IN GROUP 'E' OCCUPANCIES.OCCUPANT LOAD: (TABLE 1004.5)FIRST FLOOR'E' OCCUPANCY 289 TOTAL OCCUPANT LOAD 289 OCCUPANTS1005 MEANS OF EGRESS SIZING: FIRST FLOOR REQUIRED EXIT WIDTH:STAIRWAYSN/AOTHER EGRESS COMPONENTS289 X .2" = 57.8" DOORS289 X .2" = 57.8" (32" MIN.)EXIT WIDTH PROVIDED:CORRIDORS96"STAIRSN/ADOORS2 EXITS @36", 1 EXIT @ 72"1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS(1006.2.1):TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALLBE PROVIDED WHERE THE OCCUPANT LOAD OF THE SPACE EXCEEDS 49 FORAN 'E' OCCUPANCY.FOR OCCUPANCY 'E', WHERE THE OCCUPANT LOAD IS GREATER THAN 30, COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75 FEET.1017 EXIT ACCESS TRAVEL DISTANCE:TRAVEL DISTANCE WITHIN THE EXIT ACCESS PORTION OF THE MEANS OF EGRESSFOR 'E' OCCUPANCIES, SHALL NOT EXCEED 200 FT.W/O SPRINKLERS1020 CORRIDORS:CORRIDORS SHALL BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLE 1020.1. THE CORRIDOR WALLS REQUIRED TO BE FIRE-RESISTANCE RATED SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS.EXCEPTIONS:1.A FIRE-RESISTANCE RATING IS NOT REQUIRED FOR CORRIDORS IN AN OCCUPANCY IN GROUP 'E' WHERE EACH ROOM THAT IS USED FOR INSTRUCTIONHAS NOT LESS THAN ONE DOOR OPENING DIRECTLY TO THE EXTERIOR AND ROOMS FOR ASSEMBLY PURPOSES HAVE NOT LESS THAN ONE-HALF OF THE REQUIRED MEANS OF EGRESS DOORS OPENING DIRECTLY TO THE EXTERIOR. EXTERIOR DOORS SPECIFIED IN THIS EXCEPTION ARE REQUIRED TO BE AT GROUND LEVEL.CODE REVIEWBUILDING #3 (EXISTING) GARAGECODE: 2018 INTERNATIONAL BUILDING CODEOCCUPANCY TYPES:FIRST FLOOR - 'U'TYPE OF CONSTRUCTION:TYPE V-B, NON-SPRINKLEDREQUIRED OCCUPANCY SEPARATIONS: (TABLE 508.4)NO SEPARATION REQUIREMENTBUILDING LIMITATIONS: (TABLES504.3,504.4 & 506.2)U OCCUPANCYALLOWABLE HEIGHT :1 STORIESALLOWABLE AREA PER FLOOR :5,500 S.F.MAXIMUM HEIGHT:40 FEETACTUAL 'U' AREA FIRST FLOOR:2,113 S.F.FIRE RESISTANCE REQUIREMENTS: (TABLES 601 & 602)TYPE VB STRUCTURAL FRAME:0BEARING WALLS - EXTERIOR0-5 FT.1-HOUR 5-10 FT.1-HOUR10-30 FT.0OVER 30 FT.0BEARING WALLS - INTERIOR0NON-BEARING WALLS - EXTERIOR0-5 FT.1-HOUR 5-10 FT.1-HOUR 10-30 FT.0OVER 30 FT.0NON-BEARING WALLS - INTERIOR0FLOOR CONSTRUCTION0ROOF CONSTRUCTION0OCCUPANT LOAD: (TABLE 1004.5)FIRST FLOOR'U' OCCUPANCY11 TOTAL OCCUPANT LOAD111005 MEANS OF EGRESS SIZING:FIRST FLOOR REQUIRED EXIT WIDTHSTAIRWAYS11 X .3" = 3.3" (44" MIN.)OTHER EGRESS COMPONENTS11 X .2" = 2.2" (44" MIN.)DOORS32" CLEAR WIDTH MIN.EXIT WIDTH PROVIDED:CORRIDORSN/ASTAIRSN/ADOORS32" CLEAR WIDTH MIN.1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS(1006.2.1):TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALLBE PROVIDED WHERE THE OCCUPANT LOAD OF THE SPACE EXCEEDS 49 FORA 'U' OCCUPANCY.FOR OCCUPANCIES 'U' WHERE THE OCCUPANT LOAD IS GREATER THAN 30,COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75 FEET.1017 EXIT ACCESS TRAVEL DISTANCE:TRAVEL DISTANCE WITHIN THE EXIT ACCESS PORTION OF THE MEANS OF EGRESSFOR 'U' OCCUPANCIES, SHALL NOT EXCEED 300 FT.W/O SPRINKLERS.EXITEXITUOCC. LOAD11E OCCUPANCYB OCCUPANCYA-3 OCCUPANCYU OCCUPANCY2-HOUR FIRE WALL3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1CODE REVIEW,OCCUPANCY &PARKING CALCS.A0.2SCALE:1A0.2BUILDING #1 (EXISTING) FIRST FLOOR CODE REVIEW PLAN1/16"=1'-0"SCALE:2A0.2BUILDING #1 (EXISTING) SECOND FLOOR CODE REVIEW PLAN1/16"=1'-0"SCALE:3A0.2BUILDING #2 (NEW) FIRST FLOOR CODE REVIEW PLAN1/16"=1'-0"SCALE:4A0.2BUILDING #3 (EXISTING) FIRST FLOOR CODE REVIEW PLAN1/16"=1'-0"NOTE: BUILDING WILL BE PROVIDED WITH FIRE ALARM VOICE/EVACUATION SYSTEM.NOTE: BUILDING WILL BE PROVIDED WITH FIRE ALARM VOICE/EVACUATION SYSTEM.11218 EXISTINGHOUSE1111104869EEXISTINGGARAGEACTIVITYFIELDBICYCLE SHELTER EXISTINGPONDEXISTING SIDEWALK W/2' EXTENSION (WIDTH)20' REAR SETBACK15' FRONT SETBACKPROPERTY LINE PROPERTY LINE N 02°19'38"E 493.54' PROPERTY LINE 5' SIDE SETBACK 5' SIDE SETBACK 50' WATERCOURSE SETBACK MANDEVILLE CREEK MANDEVILLE CREEK 30' WATERCOURSE SETBACK WATERCOURSE SETBACK - ZONE 1 WATERCOURSE SETBACK - ZONE 2 PROPERTY LINE S 02°19'38"W 495.34'PROPERTY LINES 87°40'22"E268.00'PROPERTY LINEN 87°17'20"E268.01'15'-0"15'-0"10'-0"STREETVISIONTRIANGLE15' FRONT SETBACK(E)ELEC.TRANSFIRETRUCKHAMMERHEADCLEARANCE - SEEDETAIL 2/A1.0PROVIDED PARKING56 STAND. PARKING SPACES1 VAN-ACCESS. SPACE2 H.C. ACCESS. SPACE59 TOTAL PARKING SPACESW A T E R C O U R S E SE T B A C K - Z O N E 2 W A T E R C O U R S E SE T B A C K - Z O N E 1 DURSTON ROADN 10thAVENUEASPHALTPARKINGLOT ANDDRIVEWAYASPHALTSERVICEDRIVEGARBAGE ENCLOSURE- SEE DETAIL 1/A5.2 NEW FIREHYDRANTADA RAMP - SEEDETAIL 4/A5.2ADA RAMP - SEEDETAIL 4/A5.2ADA RAMP - SEEDETAIL 4/A5.2RETENTION/DETENTION PONDSNOWSTOR.AREASNOWSTOR.AREATRANS. PAD OPEN SPACE PERUDO 38.520.0601,306 SF.OPEN SPACE PERUDO 38.520.060470 SF.OPEN SPACE PERUDO 38.520.060450 SF.3A1.01A1.12A1.1SNOWSTOR.AREA146'-0"20'-0"60'-0"60'-0"20'-0"R28'-0"R28'-0"26'-0"15'-0"30'-0"1'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"1'-0"1'-0"8'-0"6'-0"1'-0"1'-7"4'-0"6'-0"BENCHBENCHRAISEDGARDENPLANTERRAISEDGARDENPLANTERRAISEDGARDENPLANTERRAISEDGARDENPLANTERCONCRETE PADCJCJCJCJCJ CJEDGE OF SLABEDGE OF SLAB OPEN SPACE PER U.D.O.38.520.060 - 450 S.F.4'-0"6'-0"10'-0"6'-0"4'-0"2'-0"6'-0"2'-0"6'-0"4'-0"BENCH3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1PROPOSEDARCHITECTURALSITE PLANA1.0SCALE:1A1.0SITE PLAN1"=30'-0"SCALE:2A1.0FIRETRUCK HAMMERHEAD DETAIL1/16"=1'-0"CONSTRUCTION MANAGEMENT PLAN1.ALL CONSTRUCTION SITE DEBRIS WILL BE CONTAINED IN A 40 YRD. ROLL-OFF DUMPSTER,TO BE LOCATED IN FRONT OF THE EXISTING GARAGE, AS SHOWN ON 1/A1.1. THIS DUMPSTERWILL BE EMPTIED WEEKLY OR AS NEEDED DURING CONSTRUCTION.2.CONSTRUCTION MATERIALS WILL BE STORED IN AN AREA 70'X100' SHOWN ON 1/A1.1, IN THESOUTH YARD OF THE EXISTING HOUSE. THIS AREA WILL BE TEMPORARILY FENCED WITH 8'CHAIN LINK FENCE.SCALE:3A1.0OPEN SPACE AREA 1 - ENLARGED PLAN1/4"=1'-0"DARK BRONZEALUMINUM CORNERS2X6 CEDAR BOARDSDARK BRONZE ALUMINUMCORNERS AND INTERMEDIATEPOSTS24"2X6 NATURAL CEDAR BOARDSSCALE:4A1.0RAISED GARDEN PLANTER DETAILSN.T.S.18 14"22 12"1"SQ. POWDER COATED STEEL TUBE LEGS1 12" X 14" POWDER COATED FLAT STEEL STRIPS1 12"X2 12"X14" POWDER COATED STEELMOUNTING PLATES58" POWDER COATED STEEL SUPPORT RODSCALE:5A1.0BENCH DETAILN.T.S.1111111219 OPEN SPACE PER U.D.O.38.520.060 - 1,306 S.F.BENCHBENCH TAB L E BEN C H BENCHBENCHTABLE BENCHBENCH BENCH30"X48"WHEEL CHAIRACCESSIBLESPACE30"X48"WHEEL CHAIRACCESSIBLESPACE12'-0"1'-0"6'-0"1'-0"20'-0" 1'-0"6'-0"2'-0"6'-0"8'-0"8'-0" 5'-312"8'-0" 2'-0"4'-0"2'-0"CONCRETESLABCONCRETESLABCONCRETESLABSODPLANTING BEDSODSODSOD1'-7"1'-6"ADA RAMPADA RAMPPLANTING BED2'-0"4'-0"2'-0"2'-0" 4'-0" 2'-0" 3'-0" 8'-0"BENCHBENCHPLANTING BEDPLANTING BEDCONC.SLABCONCRETE WALK4'-718"8'-0"14'-358"8'-0"6'-358"4'-0" 4'-0"1'-0"6'-0"1'-0"CJCJCJ CJ1'-0"6'-0"1'-0"OPEN SPACE PER U.D.O.38.520.060 - 470 S.F.SODSODSOD4'-0"1'-0"6'-0"1'-0"4'-0"CONC.SLABBENCHCJCONC.SLAB3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1ENLARGEDSITE PLANSA1.1SCALE:1A1.1OPEN SPACE AREA 2 - ENLARGED PLAN1/4"=1'-0"SCALE:2A1.1OPEN SPACE AREA 3 - ENLARGED PLAN1/4"=1'-0"18 14"22 12"1"SQ. POWDER COATED STEEL TUBE LEGS1 12" X 14" POWDER COATED FLAT STEEL STRIPS1 12"X2 12"X14" POWDER COATED STEELMOUNTING PLATES58" POWDER COATED STEEL SUPPORT RODSCALE:4A1.1BENCH DETAILN.T.S.SCALE:3A1.1TABLE AND BENCH DETAILN.T.S.BLACK POWDER COATED STEEL TUBELEGS & SUPPORTS73" SQ. BLACK POWDER COATED12 GA. COLD ROLLED STEEL TABLE TOPBLACK POWDER COATED STEELSLAT BENCHESPLANELEVATION1220 PONDGARAGECONCRETEPADPAVEDDRIVEWAYPAVEDDRIVEWAYPAVEDDRIVEWAYPLANTERPLANTERLAWNLAWNLAWNLAWNLAWNLAWNLAWNLAWNHOUSESIDEWALKSIDEWALKGREENHOUSECABINBARNTREE/BUSHAREABUSHAREAREMOVE/DEMOGREEN HOUSEREMOVE/DEMOCABINREMOVE/DEMOGARAGE WINGREMOVE/DEMOVEGETATIONREMOVE/DEMOVEGETATIONREMOVE/DEMOVEGETATIONREMOVE/DEMODRIVEWAYREMOVE/DEMOVEGETATIONREMOVE/DEMOVEGETATIONREMOVE/DEMOVEGETATIONAND PLANTERSREMOVE/DEMOCONC. PADREMOVE/DEMOVEGETATIONREMOVE/DEMOEXISTINGSIDEWALKREMOVE/DEMOSIDEWALKREMOVE/DEMOVEGETATION3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1SITE DEMO PLANA1.2SCALE:1A1.2SITE DEMO PLAN1"=30'-0"221 55'-0"40'-0"55'-0"40'-0"4'-6"16'-0"7'-0"7'-0"3'-6"9'-0"27'-6"GARAGE101D101-1 D101-1D101-1D101-116'-0"4'-6"AAAAA12'-6"30'-0"12'-6"12'-6"15'-0"12'-6"3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.REMODEL ANDADDITION-GARAGE1005 W. DURSTON RD.BOZEMAN, MONTANA-KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.PROPOSED GARAGEFLOOR PLANA2.0SCALE:1A2.0PROPOSED GARAGE FLOOR PLAN1/4"=1'-0"GARAGE - 2,200 SF222 DINNINGROOM000BATHROOM000DNBEDROOM000CLOSET000DNDNBATHROOM000MUDROOM000MECHANICALROOM000CLOSET000CLOSET000LIVINGROOM000GATHERINGROOM000CLOSET000UPUPUPBACKSTAIR000KITCHEN000MAINSTAIR000BATHROOM000UPDNDNDNFRONTPORCH000DNPATIO000WORKROOM000STUDIO000DNDNSHELVESSHELVESSHELVES B.I.CAB.B.I.CABINETFIREPLACEFIREPLACE FIREPLACE121'-718"29'-0"49'-2"10'-10"10'-8"16'-0"5'-1118"5'-4"7'-7"7'-8"8'-5"10'-3"12'-312"5'-112"7'-1014"4'-734"4'-734"4'-414"4'-612"2'-4"3'-1112"5'-312"5'-412"4'-7"11'-5"15'-0"11'-7" 47'-112"12'-3"26'-812"8'-2"4'-1"4'-1"6'-9"6'-512"9'-012"4'-512"4'-11"7'-4" 43'-218" 7'-3"2'-0"5'-1118"8'-412"5'-1118"9'-0"4'-812" 5'-112" 2'-0"8'-41 2"4'-214 "4'-214"4'-214"4'-214"8'-412"4'-214"4'-214"121'-718"5'-1118"5'-0"10'-2"4'-0"4'-7"14'-412"24'-1112"22'-7"10'-812"6'-012"7'-9"5'-6"1'-834"3'-314"3'-938"2'-834"3'-778"2'-0"2'-0"8'-3"6'-112"5'-5"5'-912"10'-0"3'-9"3'-1112"15'-2"3'-512"4'-612"6'-2"9'-0" 5'-112"3'-1012" 5'-2" 14'-9" 6'-4"2'-11"2'-11"2'-7" 1112"5'-2"8'-612"8'-10"5'-1018"5'-278"20'-438"8'-2"7'-038"5'-2"31'-9"5'-0"10'-7"5'-0"3'-1"4'-6"3'-7"18'-6"4'-4"14'-2"FIREPLACE31'-9"2'-4"6'-4"2'-6"8'-7"12'-0"PORCH0003805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1EXISTING FIRSTFLOOR PLANA2.1SCALE:1A2.1EXISTING FIRST FLOOR PLAN3/16"=1'-0"FIRST FLOOR - 4,179 SF223 STAIR000CONFERENCEROOM000CLOSET000CLOSET000CLOSET000CLOSET000CLOSET000OFFICE000OFFICE000OFFICE000OFFICE000BATHROOM000DNDNDNDNHALL000BACKSTAIR000BATHROOM00030'-612"47'-712"78'-2"18'-318"7'-9"2'-1012" 29'-4" 5'-012"24'-358"30'-512"3'-112"5'-4"5'-1112"33'-312"78'-2"28'-1058"3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1EXISTING SECONDFLOOR PLANA2.2SCALE:1A2.2EXISTING SECOND FLOOR PLAN3/16"=1'-0"SECOND FLOOR - 1,505 SF224 CONFERENCEROOM005RESTROOM009DNRESOURCEROOM007ACCESSIBLERESTROOM013MECHANICALROOM017PANTRY012CLOSET006FOYER002GATHERINGROOM003CLOSET008UPUPUPBACKSTAIR010KITCHEN011MAINSTAIR018RESTROOM004UPDNFRONTPORCH001PATIO019SHELVES(E)SHELVESSHELVES (E)B.I.CAB.FIREPLACEFIREPLACE FIREPLACE121'-718"29'-0"49'-2"10'-10"10'-8"16'-0"5'-1118"5'-4"7'-7"7'-8"8'-5"10'-3"12'-312"5'-112"7'-1014"4'-734"4'-734"4'-414"4'-612"2'-4"3'-1112"5'-312"5'-412"4'-7"11'-5"11'-714" 38'-1112"12'-3"26'-812"6'-9"6'-512"9'-012"4'-512"4'-11"7'-4" 43'-218" 7'-3"2'-0"5'-1118"8'-412"5'-1118"9'-0"4'-812" 5'-112" 2'-0"8'-412"4'-214"4'-21 4"4'-214"4'-214"8'-412"4'-214"4'-214"5'-1118"5'-0"10'-2"4'-0"4'-7"14'-412"24'-1112"2'-1134"2'-014"3'-938"2'-834"3'-778"2'-0"2'-0"8'-3"6'-112"5'-7"5'-712"10'-0"3'-9"3'-1112"15'-2"9'-0" 5'-112"3'-1012" 5'-2" 14'-9" 2'-6"2'-11"2'-11"2'-7" 1112"DNDNDWREF./FREEZ.DBL.OVENSMICROONSHELF+36"+36"+36"+36"MOVEABLEISLANDTABLEKITCHENSINKPREPSINKD007-1D007-2D002-2 3'-012"3'-0"SHELVESCOOKTOPF.D.D003-3DNB.I.COUNTER RAMPLVT(E) WD.(E)TILECPTCPT (E) WD.CONC. SIDEWALKCONC. SIDEWALK CONC. SIDEWALKRAMP 1:12 MAX. SLOPE 12'-0"5'-1012"5'-0"7'-0"1'-10"7'-318"Ø5'-0"D007-33'-10"NEWPATIOADDITIONCPT.(E)WD.11222234567888899101011+30"13133'-0"141515158(E) WD.CPT(E) WD.CPT 16153'-0"3 RISERS @ 7"2 TREADS @ 11"7'-0"1'-534"1'-0"1'-0"DNDNENTRYVESTIBULE014DNLUNCHROOM015LUNCHROOM0168'-2"4'-1"4'-1"6'-012"7'-9"5'-6"5'-2"8'-612"8'-10"5'-1018"5'-278"20'-438"8'-2"7'-038"5'-2"31'-9"5'-0"3'-1"4'-6"3'-7"18'-6"4'-4"14'-2"FIREPLACE31'-9"2'-4"6'-4"2'-6"8'-7"12'-0"1'-10" 7'-0"5'-0"12'-0"15'-0"D003-1 D003-2D002-1 D015-1 COAT CLOSETDN3'-512"4'-612"6'-2"22'-7"10'-812"22'-612"10'-7"5'-0"7'-0"1'-10"7'-0"5'-0"1'-0"CONC. SIDEWALKLANDINGDNCONC. S IDEWALK CONC. SIDEWALKCONC. SIDEWALKCONC. SIDEWALKCONC. SIDEWALK *ASSEMBLY SPACE INCLUDEDIN PARKING CALCULATIONS3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1PROPOSED FIRSTFLOOR PLANA2.3SCALE:1A2.3PROPOSED FIRST FLOOR PLAN-EXISTING HOUSE3/16"=1'-0"FIRST FLOOR - 4,179 SF1111225 ABDEFJKLMNPGCHCONC. SIDEWALKMUSICCLASSROOM102-ACLASSROOM103-ACLASSROOM105-AEXTERIORGALLERY116SCIENCECLASSROOM 112-ACLASSROOM110-ALABSPACE112-B(18) LOCKERSFULL-HT. BOOKSHELVES(18) LOCKERSARTWORK & SUPPLY STOR. FLAT FILES MUSIC STORAGEBELOW-ACOUSTICPANEL ABV.(18) LOCKERS(2) BUILT-IN TEACHER'S WORK STATIONSENTRYVESTIBULE100 ENTRYVESTIBULE114(2) BUILT-IN TEACHER'S WORK STATIONS ABCDEFJKLMN81245678124567HALL101COMMONROOM104HALL101MICRO PRINTER/ COPIER ENTRYVESTIBULE115P99126'-0"6'-0"21'-0"11'-0"43'-0"11'-0"21'-0"13'-0"77'-0" 7'-0"2'-0"28'-0"8'-0"32'-0" 77'-0"7'-0"8'-0"32'-0"8'-234"5'-6"18'-012"13'-234"126'-0"32'-0"26'-0"32'-0"7'-0"6'-0"6'-0"2'-0" 2'-0" 5'-0" 7'-4"26'-034"25'-814"1'-11"25'-1034"26'-614"10'-618"5'-1112"5'-1112"19'-834"1'-11"20'-514"5'-512"5'-512"34'-034"10'-5"5'-3"9'-778"20'-0"10'-0"6'-0"10'-0"5'-512"9'-834"CONC. SIDEWALKCONC. SIDEWALK CONC. WALKSTORAGECLOSET102-B7'-812"25'-5"5'-8"8'-512"25'-1" 4'-2" 26'-612" 26'-912"8'-0"90'-3"8'-0"DNDN2A3.22A3.31A3.36'-0"21'-0"5'-0"6'-0"6'-0"15'-2"6'-0"5'-0"21'-0"6'-0"7'-0"CONC. SIDEWALK CONC. WALKCONC. WALKDNFAUCET W/EYE WASHSHELVESDISPLAY BOARDSTORAGECLOSET112-CARTCLASSROOM 111-ADISPLAY BOARD(18) LOCKERSDISPLAY BOARD BELOW-ACOUSTIC PANELS ABV.(18) LOCKERS(18) LOCKERSDISPLAY BD. ABV.SHELVES BELOWTEACHER'SWORK STATIONSTORAGECLOSET103-BFULL-HT. BOOKSHELVESTEACHER'SWORK STATIONDISPLAY BD. ABV.SHELVES BELOWDISPLAY BD. ABV.SHELVES BELOWSLIDING WHITE BDS. OVER DRY ERASE BDS.SHELVES BELOW SLIDING WHITE BDS. OVER DRY ERASE BDS. SHELVES BELOW SLIDING WHITE BDS. OVER DRY ERASE BDS. SLIDING WHITE BDS. OVER DRY ERASE BDS.SLIDING WHITE BDS. OVER DRY ERASE BDS. SLIDING DRY ERASE BDS. OVERSMART BDS.-ACOUSTIC PANELS ABV.DISPLAY BOARDDISPLAY BOARDTEACHER'SWORK STATIONTEACHER'SWORK STATIONTEACHER'SWORK STATIONTEACHER'SWORK STATIONTEACHER'SWORK STATIONTEACHER'SWORK STATIONDISPLAY BOARDDISPLAY BOARDSTORAGECLOSET110-BSHELVESSTORAGECLOSET105-BKILN RM. &STORAGE111-BG5'-0"25'-0"8'-0"2'-0"26'-0"2'-0"7'-0"332'-0"21'-10"7'-6"17'-0"7'-6"30'-0"6'-6"17'-0"6'-6"5'-0"10'-0"6'-0"5'-614"512"5'-014"5'-0"10'-0"13'-0"10'-0"5'-0"7'-6"2'-912"6'-958"4'-512"2'-11"9'-314"512"5'-6"512"5'-6"512"9'-314"23'-1"9'-314"512"5'-0"512"5'-0"512"9'-314"3'-5"2'-514"9'-314"2'-514"9'-314"31'-612"31'-1"5'-014"512"5'-614"5'-6"10'-612"17'-0"512"12'-612"7'-6"17'-0"7'-6"5'-614"1'-1134"17'-0"7'-6"4'-0"17'-612"4'-512"16'-8"4"12'-0"7'-6"17'-0"1'-1134"5'-614"RESTROOM107MECH.ROOM109ELEC.ROOM106ABOTTLE FILL./DRINK. FOUNTAINSHAND DRYERS HAND DRYERS JAN./WATERMETER ROOM106B29'-0"5'-6"3'-9"3'-9"5'-812"11'-412"2'-0"5'-5"5'-112"512"5'-5"1'-112"4'-0"2'-512"7'-10"5'-2"6'-512"13'-1"6'-512"4'-0" 5'-0"6'-412"H1.11.11'-0"BBAAAADDDDCAED102-2 D111-2 D110-2 D103-2 D105-2 D106-2D106-1D109-1D112-2D110-1 D105-1D103-1 D112-1 D102-1 D111-13A4.13A4.12A4.12A4.11A4.11A4.11A4.21A4.22A4.22A4.23A4.23A4.21A4.31A4.32A4.32A4.3SF1SF1SF4SF3SF3SF8SF10SF9SF11SF2.1SF2.2SF5SF6SF7512"CHORALRISERSCHORALRISERSKILNSTORAGECABINETTILE CONC. CPT CPT CPTCPTCPTCONC.CPTCONC.+ 36"CPT CONC.CPTCONC.-27'-014"9'-4"4'-312"RAMP 1:12MAX. SLOPEØ5'-0"TURNINGRADIUSDN1A3.2WALL-MNT.LADDER W/ATTICACCESS ABOVEACOUSTICPANEL ABV.ACOUSTICPANEL ABV.ACOUSTICPANEL ABV.ART ROOM NOTES:1.ACOUSTIC PANELS TO BE MOUNTED TOWALL, BOTTOM OF PANEL AT 8'-0" A.F.F.WT4WT4WT4 WT2 WT2 WT2WT2WT2 WT2 WT2 WT2 WT2 WT2 WT2 WT2 WT2 WT3 WT3 WT3WT3WT3WT3WT6 WT6 WT6WT5WT5 WT5 WT5 WT6 WT5WT5 WT5 WT5WT5 WT5WT1 WT1 WT1 WT1WT6D107-1D107-2D107-3D108-1D108-2D108-3WT3WT3WT4WT1A7.74A7.72A7.71A7.73A7.63A7.81&2A7.44A7.33A7.33A7.12A7.81&2A7.13A7.62A7.41A7.51A7.32OPP.A7.31A7.21A7.43A7.34A7.34A7.24A7.64A7.61A7.11A7.42A7.31OPP.A7.32A7.23EXTERIORGALLERY116CONC.CONC. CONC. CONC.CONC.CPTCPTCONC.CPT CONC.A7.12A7.565A7.53A7.43A7.44A7.54A7.52A7.91&2A7.91&2A7.91&2A7.81&2A7.665WT7SEE A7.10SEE A7.10RESTROOM10815'-6" D110-3 ACOUSTIC PARTITION DN2X6 PLUMBING WALL BELOW2'-6"3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1FIRST FLOOR PLAN NEW BUILDINGA2.4SCALE:1A2.4FIRST FLOOR PLAN-NEW BUILDING3/16"=1'-0"FIRST FLOOR - 7,919 SF1226 CHANGE IN PITCHCHANGE IN PITCHCHANGE IN PITCH RIDGE RIDGERIDGE RIDGE RIDGERIDGE RIDGERIDGE 3:12 ROOF SLOPE 10:12 ROOF SLOPE 10:12ROOF SLOPE 10:12 ROOF SLOPE 10:12ROOF SLOPE 10:12ROOF SLOPE 10:12ROOF SLOPE 10:12ROOF SLOPE 10:12ROOF SLOPE 10:12ROOF SLOPE 10:12ROOF SLOPE 10:12ROOF SLOPE 10:12ROOF SLOPE 10:12ROOF SLOPE 10:12 ROOF SLOPE 3:12ROOF SLOPE 3:12 ROOF SLOPE ABCDEFHJKLM81234567ABCDEFHJKLM81234567NN99ROOF-MOUNTEDMECHANICALEQUIPMENTRTU SCREEN -SEE 2/A5.2G1.11.1GROOF ACCESSHATCH3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1ROOF PLAN NEW BUILDINGA2.5SCALE:1A2.5ROOF PLAN-NEW BUILDING 3/16"=1'-0"227 3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1EXISTING BLDGS.EXTERIOR PHOTOSA3.0MAIN HOUSE WEST ELEVATIONMAIN HOUSE SOUTH ELEVATIONMAIN HOUSE SOUTHEAST ELEVATIONMAIN HOUSE EAST ELEVATIONMAIN HOUSE NORTH ELEVATIONMAIN HOUSE EAST ELEVATION NORTH WINGMAIN HOUSE NORTH ELEVATION NORTH WINGMAIN HOUSE WEST ELEVATION NORTH WINGMAIN HOUSE WEST ELEVATION NORTH WINGGARAGE EAST ELEVATIONGARAGE NORTH ELEVATIONGARAGE WEST ELEVATIONGARAGE SOUTH ELEVATIONGARAGE EAST ELEVATIONGARAGE SOUTH ELEVATION228 9483717EL. 107'-0"T.O. DOOREL. 100'-0"T.O. SLABEL. 112'-0"T.O. GAR. DOOREL. 114'-0"T.O. WALL45213677EL. 107'-0"T.O. DOOREL. 100'-0"T.O. SLABEL. 112'-0"T.O. GAR. DOOREL. 114'-0"T.O. WALL1665737EL. 107'-0"T.O. DOOREL. 100'-0"T.O. SLABEL. 112'-0"T.O. GAR. DOOREL. 114'-0"T.O. WALL816573EL. 107'-0"T.O. DOOREL. 100'-0"T.O. SLABEL. 112'-0"T.O. GAR. DOOREL. 114'-0"T.O. WALL# 1FINISH/SPECIFICATIONNOTEEXTERIOR FINISH SCHEDULE# 2# 3# 4# 5# 6# 7# 8# 9STEALTH SOFFIT AND FASCIA BY ROLLEX / MOCHA-15DARK BRONZE ALUMINUM WINDOWSCERTAINTEED LANDMARK SERIES ASPHALT SHINGLES / WEATHERED WOODBRIDGER STEEL 3/4" CORRUGATED METAL SIDING - VERTICAL / 24 GA. / OLD ZINC GREYNEW INSULATED STEEL DOOR - WHITEBRIDGER STEEL METAL CORNER TRIM - OLD ZINC GRAYBRIDGER STEEL METAL WAINSCOT CAP - OLD ZINC GRAYNEW INSULATED STEEL GARAGE DOOR - WHITEBRIDGER STEEL 3/4" CORRUGATED METAL SIDING - HORIZONTAL / 24 GA. / OLD ZINC GREYGARAGE UPGRADES SUMMARY:ONCE THE EASTERN PORTION OF THE GARAGE IS REMOVED, THE FOLLOWING UPGRADES WILL BE MADE TO THE GARAGE:EXTERIOR1.REMOVE EXISTING SIDING AND REPLACE WITH NEW SIDING PER EXTERIOR ELEVATIONS.2.REMOVE EXISTING WINDOWS AND REPLACE WITH NEW WINDOWS AS SPECIFIED IN EXTERIOR ELEVATIONS.3.REMOVE EXISTING MAN AND OVERHEAD DOORS AND REPLACE WITH NEW DOORS AS SPECIFIED IN EXTERIOR ELEVATIONS.4.REMOVE EXISTING ROOFING AND REPLACE WITH NEW ROOFING AS SPECIFIED IN EXTERIOR ELEVATIONS.5.REMOVE EXISTING SOFFIT AND FASCIA AND REPLACE WITH NEW SOFFIT AND FASCIA AS SPECIFIED IN EXTERIOR ELEVATIONS.INTERIOR6.INTERIOR WALLS TO BE INSULATED, NEW GYPSUM BOARD INSTALLED TAPED TEXTURED AND PAINTED.7.NEW LED LIGHT FIXTURES TO BE INSTALLED IN PLACE OF EXISTING FIXTURES.3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.REMODEL ANDADDITION-GARAGE1005 W. DURSTON RD.BOZEMAN, MONTANA-KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.EXISTING GARAGEEXTERIOR ELEVATIONSA3.1SCALE:1A3.1SOUTH ELEVATION3/16" = 1'-0"SCALE:2A3.1EAST ELEVATION3/16" = 1'-0"SCALE:3A3.1WEST ELEVATION3/16" = 1'-0"SCALE:4A3.1NORTH ELEVATION3/16" = 1'-0"229 111ABCDEFJKLMNPEL. 107'-0"T.O. DOOREL. 100'-0"T.O. SLABEL. 110'-0"T.O. WINDOWEL. 112'-0"T.O. WALLEL. 127'-9"T.O. ROOF2444778886999991111111111EL. 96'-0"T.O. FOOTING312101210121010GHBBAASF1SF4SF5SF6C123456789EL. 107'-0"T.O. DOOREL. 100'-0"T.O. SLABEL. 110'-0"T.O. WINDOWEL. 112'-0"T.O. WALLEL. 127'-9"T.O. ROOF111446575689991111119EL. 96'-0"T.O. FOOTINGEL. 96'-0"T.O. FOOTING @ PORCH81.1AESF2.1# 1FINISH/SPECIFICATIONNOTEEXTERIOR FINISH SCHEDULE# 2# 3# 4# 5# 6# 7ROLLEX METAL FASCIA / MOCHA-15# 8# 9# 10# 11STEALTH SOFFIT BY ROLLEX / MOCHA-15BRIDGER STEEL ULTRA BATTEN METAL SIDING/24 GA. /REGAL WHITEDARK BRONZE ALUMINUM WINDOWSDARK BRONZE STROREFRONTFRONTIER IRREGULAR TUMBLED SANDSTONE VENEERCUSTOM STAINED R.S. FIR COLUMNS, BEAMS & TRUSSES#2 RED LABEL CEDAR SHINGLESCERTAINTEED LANDMARK SERIES ASPHALT SHINGLES / WEATHERED WOODBRIDGER STEEL ULTRA BATTEN METAL SIDING/24 GA. /OLD ZINC GRAY# 12STEEL RTU SCREEN FRAME, PAINT TO MATCH OLD ZINC GRAYELEC. CT CABINET, DISCONNECT, SOLAR INVERTER AND DISCONNECTS AND GAS METER LOCATION # 13PV SOLAR PANELS ON BALLAST RACK# 14BRIDGER STEEL 3/4" CORRUGATED METAL SIDING/26 GA./OLD ZINC GRAY# 15BRIDGER STEEL ULTRA BATTEN METAL SIDING/24 GA. /DARK BRONZEWESTAREA OF FACADE BETWEEN 4' & 8' ABOVE SIDEWALKFACADE ELEVATIONTRANSPARENCY CACLULATIONSFACADE AREAAREA OF TRANSPARENCY SOUTHEASTNORTHACTUAL TRANSPARENCY %504 SF305 SF60%280 SF161 SF57%504 SF236 SF46%280 SF162 SF57%(25% REQUIRED)BLOCK FRONTAGE TYPELANDSCAPE3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1NEW BUILDINGEXTERIOR ELEVATIONSA3.2SCALE:1A3.2WEST ELEVATION3/16" = 1'-0"SCALE:2A3.2SOUTH ELEVATION3/16" = 1'-0"1230 123456789EL. 107'-0"T.O. DOOREL. 100'-0"T.O. SLABEL. 110'-0"T.O. WINDOWEL. 112'-0"T.O. WALLEL. 127'-9"T.O. ROOF11447555999911EL. 96'-0"T.O. FOOTING312101213131.11111AASF3# 1FINISH/SPECIFICATIONNOTEEXTERIOR FINISH SCHEDULE# 2# 3# 4# 5# 6# 7ROLLEX METAL FASCIA / MOCHA-15# 8# 9# 10# 11STEALTH SOFFIT BY ROLLEX / MOCHA-15BRIDGER STEEL ULTRA BATTEN METAL SIDING/24 GA. /REGAL WHITEDARK BRONZE ALUMINUM WINDOWSDARK BRONZE STROREFRONTFRONTIER IRREGULAR TUMBLED SANDSTONE VENEERCUSTOM STAINED R.S. FIR COLUMNS, BEAMS & TRUSSES#2 RED LABEL CEDAR SHINGLESCERTAINTEED LANDMARK SERIES ASPHALT SHINGLES / WEATHERED WOODBRIDGER STEEL ULTRA BATTEN METAL SIDING/24 GA. /OLD ZINC GRAY# 12STEEL RTU SCREEN FRAME, PAINT TO MATCH OLD ZINC GRAYELEC. CT CABINET, DISCONNECT, SOLAR INVERTER AND DISCONNECTS AND GAS METER LOCATION # 13PV SOLAR PANELS ON BALLAST RACK# 14BRIDGER STEEL 3/4" CORRUGATED METAL SIDING/26 GA./OLD ZINC GRAY# 15BRIDGER STEEL ULTRA BATTEN METAL SIDING/24 GA. /DARK BRONZE114ABCDEFEL. 107'-0"T.O. DOOREL. 100'-0"T.O. SLABEL. 110'-0"T.O. WINDOWEL. 112'-0"T.O. WALLEL. 127'-9"T.O. ROOF446555557822599999999910101010EL. 96'-0"T.O. FOOTING3121012101210121512GJKLMNPHDDDDSF8SF10SF9SF11WESTAREA OF FACADE BETWEEN 4' & 8' ABOVE SIDEWALKFACADE ELEVATIONTRANSPARENCY CACLULATIONSFACADE AREAAREA OF TRANSPARENCY SOUTHEASTNORTHACTUAL TRANSPARENCY %504 SF305 SF60%280 SF161 SF57%504 SF236 SF46%280 SF162 SF57%(25% REQUIRED)BLOCK FRONTAGE TYPELANDSCAPE3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1NEW BUILDINGEXTERIOR ELEVATIONSA3.3SCALE:1A3.3NORTH ELEVATION3/16" = 1'-0"SCALE:2A3.3EAST ELEVATION3/16" = 1'-0"1231 3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1NEW BUILDING EXTERIOR RENDERINGSA3.4SCALE:1A3.4WEST PERSPECTIVEN.T.S.SCALE:2A3.4SOUTHWEST PERSPECTIVEN.T.S.SCALE:3A3.4SOUTHEAST PERSPECTIVEN.T.S.SCALE:5A3.4EAST PERSPECTIVEN.T.S.SCALE:4A3.4NORTHEAST PERSPECTIVEN.T.S.SCALE:6A3.4NORTH PERSPECTIVEN.T.S.232 # 1FINISH/SPECIFICATIONNOTEEXTERIOR FINISH SCHEDULE# 2# 3# 4# 5# 6# 7ROLLEX METAL FASCIA / MOCHA-15# 8# 9# 10# 11STEALTH SOFFIT BY ROLLEX / MOCHA-15BRIDGER STEEL ULTRA BATTEN METAL SIDING/24 GA. /REGAL WHITEDARK BRONZE ALUMINUM WINDOWSDARK BRONZE STROREFRONTFRONTIER IRREGULAR TUMBLED SANDSTONE VENEERCUSTOM STAINED R.S. FIR COLUMNS, BEAMS & TRUSSES#2 RED LABEL CEDAR SHINGLESCERTAINTEED LANDMARK SERIES ASPHALT SHINGLES / WEATHERED WOODBRIDGER STEEL ULTRA BATTEN METAL SIDING/24 GA. /OLD ZINC GRAY# 12STEEL RTU SCREEN FRAME, PAINT TO MATCH OLD ZINC GRAYELEC. CT CABINET, DISCONNECT, SOLAR INVERTER AND DISCONNECTS AND GAS METER LOCATION # 13PV SOLAR PANELS ON BALLAST RACK# 14BRIDGER STEEL 3/4" CORRUGATED METAL SIDING/26 GA./OLD ZINC GRAY# 15BRIDGER STEEL ULTRA BATTEN METAL SIDING/24 GA. /DARK BRONZE3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1NEW BUILDINGEXTERIOR MATERIALSA3.5SCALE:1A3.5WEST PERSPECTIVEN.T.S.SCALE:2A3.5EAST PERSPECTIVEN.T.S.#8 FRONTIER IRREGULAR TUMBLED SANDSTONE124561511278999999941011111010#1 CERTAINTEED LANDMARKSERIES - ASPHALT SHINGLE#9 CUSTOM STAINED FIR COLUMNS, BEAMS AND TRUSSES#5 - 7 ULTRA BATTEN METAL SIDING#15 34" CORRUGATED METAL SIDING#2 CEDAR ROOF SHINGLES#5 - 7 ULTRA BATTEN METAL SIDING#10 DARK BRONZE ALUMINUM WINDOWS#11 DARK BRONZE ALUMINUM WINDOWS1111233 BACK ELEVATION2'-1014"2'-1014"2'-1014"2'-1014"2'-1014"2'-1014"2'-1014"2'-1014"2'-1014"ALUMINUMBIKE SHELTERFRAMECLEARACRYLICPANEL8'-634"8'-634"8'-634"FRONT ELEVATIONALUMINUMBIKE SHELTERFRAMECLEARACRYLICPANEL3'-9"3'-1114"8'-112"SIDE ELEVATION11'-7"ALUMINUMBIKE SHELTERFRAMECLEARACRYLICPANEL2'-1014"2'-1014"2'-1014"2'-1014"3'-9"3'-1114"2'-1014"2'-1014"2'-1014"2'-1014"2'-1014" 8'-634"8'-634"8'-634"PLAN'URBAN RACK' 27' BIKE SHELTERCONCRETE PADINVERTED "U" BIKE RACK-PARKING PROVIDED FOR16 BIKESALUMINUM BIKESHELTER FRAMEFRONT BACK SIDESIDE11'-7"27'-0" 3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"2'-438"2'-438"PLANSCALE: 1 12"=1'-0"2'-0"6 34" SQ. X 12" THICK BASE PLATEW/TOP EDGES ROUNDED -(1 OF 2) SEE BASE PLATE DETAIL1 12" - 11 GA. STEEL TUBINGBIKE RACK @36" O.C.112"2'-0"2'-11"ELEVATIONSCALE: 1 12"=1'-0"1 12" - 11 GA. STEEL TUBINGBIKE RACK @36" O.C.WELD ALL AROUNDHOT-DIP GALVANIZEDEXPANSION ANCHOR - RAWL STUDOR APPROVED EQUAL - (1 OF 8)6 34" SQ. X 12" THICK BASE PLATEW/TOP EDGES ROUNDED -(1 OF 2) SEE BASE PLATE DETAILCONC. SLAB PER CIVILDWG.S4"634"634" 112"112"(4)38" DIA. MOUNTING HOLESFOR EXPANSION ANCHOR12"634"TOP EDGES ROUNDED (TYP.)MOUNTING PLATE DETAILSSCALE: 3"-1'-0"4"(MAX.)8" TYP.RAMP 1:12MAX. SLOPE1 12" DIA. STEEL HAND RAIL-POWDER COAT DARK BRONZEGRADEB.O.CONC. WALKT.O.CONC. WALKCONC. RAMPPER PLAN2'-10"(34" MIN. - 38" MAX.)EQ.EQ.EQ.1'-0"1'-0" MIN.(TYP.)RAMP1:12 MAX. SLOPE5'-0" TURNING RADIUS4'-6"(36" MINIMUM)1'-0"MINIMUMTYP.1 12" DIA. STEEL HAND RAIL-POWDER COAT DARK BRONZE5'-0"(MIN.)PER PLAN30 ' MAX. LENGTH5'-0"(MIN.)5'-0" TURNING RAD IU S 11"11" 112"112"112"112"CONC. RAMPLANDING5' - 0 " TURN ING RAD IU S 60"X60" MIN.CONC. RAMPLANDINGCONC. SIDEWALK7" (MAX.)11"(MIN.)1'-0"(MIN.)1'-0"(MIN.)2'-10" (34" MIN.-38" MAX.)1 12" DIA. STEEL HANDRAIL- POWDER COATDARK BRONZE3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1ARCHITECTURALDETAILSA5.1SCALE:1A5.1BIKE SHELTER DETAILS1/4"=1'-0"SCALE:2A5.1INVERTED 'U' BIKE RACK DETAILS1 1/2"=1'-0"SCALE:3A5.1TYPICAL ADA RAMP ELEV. DETAIL1/2"=1'-0"SCALE:4A5.1TYPICAL ADA RAMP PLAN DETAIL1/2"=1'-0"SCALE:5A5.1TYP. STAIR & HANDRAIL DET.1/2"=1'-0"234 NORTH SIDE ELEVATION2'-6"4'-0"6" DIA. STEEL4" DIA. STEEL 6X6 T.S. POST3X6 T.S. CONT.8'-6"BOLLARDBOLLARD3X3 STEEL ANGLE FRAMEPLAN8'-6" 4'-0"3" 3" 4'-0"3"5'-9"3"5'-9"3"8'-6" 8'-0"3"3" 3"4'-6"12'-0"7'-0"11'-0"CLEAR7'-4" CLEAR 4" CONC. PAD - CUT CURB ATFACE OF ENCL. SO CONC. PADIS EVEN WITH ASPHALT PAVINGVERTICAL MATERIAL TO MATCHNEW BUILDINGHSS 6"x6"x3/16"POST, TYP.3X3X14 ANGLE, ATTTACHTO POSTSLOPE 1/8" / FOOT BOTH ENCLOSURE DOORSTO OPEN 180 DEGREES.3X3 STEEL ANGLE FRAME3X6 T.S. CONT.FRONT ELEVATION6'-0"1'-0" 7'-0"VERTICAL MATERIAL TO MATCHNEW BUILDING12'-0"6" DIA. STEELBOLLARD4" DIA. BOLLARD BEYOND6" DIA. STEELBOLLARD12" CORRUGATEDMETAL SIDING - OLDZINC GRAY. ALLOTHER EXPOSEDPIECES TO BEPAINTED OLD ZINCGRAY TO MATCHSIDING.SELF DRILLING/TAPPINGSHEET METAL SCREWS @24" O.C., TYP.HSS 2"X4"X18" RAIL, TYP.HSS 4"X4"X316" POSTNOTES:1. PROVIDE REQ'D.CLEARANCE BETWEENEQUIP. & SCREEN.HSS 2"X2"X14" ANGLE, TYP.5'-0"SIDE SECTIONSELF DRILLING/TAPPINGSHEET METAL SCREWS @24" O.C., TYP.PL 6"X6"X14", TYP.FINISH NOTE:ALL EXPOSED PIECES TO BE PAINTED OLD ZINC GRAYTO MATCH SIDING.EQUIPMENT CURBXA5.1FRONT ELEVATIONFINISH NOTE:ALL EXPOSED PIECES TO BE PAINTED OLD ZINC GRAYTO MATCH SIDING.16'-6"4"12'-2"13'-0"4"PLAN4"16'-6"4"34'-0"EQUIPMENT CURB3805 valley commons drivesuite #11bozeman, mt 59718406.556.6676 p406.556.5782 fwww.legendsstudio.comReproduction of this sheetand/or re-use of this designwithout the express writtenconsent of Legends Studio, Inc.violates the copyright laws of theUnited States and will besubject to legal prosecution.Copyright c 2020Legends Studio, Inc.Verify scale noted on drawings,as size reduction will affect scaleof drawings.DATE3-3-20PROJECT NO.TITLESHEETREVISIONSISSUED FORSITE PLAN/CUPTHEHEADWATERSACADEMY, INC.NEWCLASSROOMBUILDING1005 W. DURSTON RD.BOZEMAN, MONTANA5-19-20 DRC CORR.KIRA E. OGLE16002BOZEMAN, MTCertification Statementof ADA ComplianceThis project was designed for compliancewith the Federal Americans withDisabilities Act of 1990, that mandatesaccessibility to commercial constructionor multifamily housing.1ARCHITECTURALDETAILSA5.2SCALE:1A5.2GARBAGE ENCLOSURE DETAILS1/2"=1'-0"SCALE:2A5.2ROOF EQUIPMENT SCREEN1/2"=1'-0"1235 GENERAL NOTES1.INSTALLATION SHALL COMPLY WITH WITH THE LATEST LOCAL CODES ANDSTANDARDS.2.COORDINATE ALL UTILITY ROUTING AND METER LOCATIONS WITH N.W.E. PRIORTO ROUGH-IN.3.REFER TO BUILDING PERMIT PACKAGE FOR LIGHTING CIRCUITING & CONTROLINFORMATION.4.REFER TO BUILDING PACKAGE FOR SPECIFICATIONS.5.SIZES OF EQUIPMENT ARE BASED ON BASIS OF DESIGN MANUFACTURER. ECSHALL COORDINATE WITH FINAL APPROVED SHOP DRAWING INFORMATION FORALL EQUIPMENT PRIOR TO ROUGH-IN.SHEET NOTES1.PROVIDE CONCRETE POLE BASE IN ACCORDANCE WITH 2/E0.5XS211S2S1S1D2D2D2D2PROPERTYLINES3S3S3D2D2D2D2D2D2D2D2E1E1S3S3S3CALCULATION RESULTSPROPERTY BOUNDARY MAXIMUM ILLUMINANCE: 0.8 FC (ADJACENT PROPERTY TO THEEAST IS COMMERCIAL, THIS MEETS BOZEMAN UDC 38.570.040(G).PARKING LOT AVERAGE ILLUMINACE - 0.72 FCSIDEWALK AVERAGE ILLUMINANCE - 2.41 FC0.00.00.00.00.00.00.00.00.00.10.10.10.00.00.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.10.10.10.10.00.50.40.40.40.30.20.10.10.10.10.60.70.70.80.80.70.70.80.80.70.70.70.60.40.30.20.10.10.10.40.60.91.01.11.11.11.11.11.11.11.11.10.90.70.50.30.20.10.10.10.30.40.71.01.31.51.61.61.61.61.51.61.51.41.10.80.50.30.20.10.10.10.30.40.71.01.41.82.12.12.22.32.12.11.91.61.20.80.50.30.20.10.10.10.30.40.71.01.52.02.42.62.72.92.62.52.21.71.20.80.50.30.20.10.10.10.30.40.71.01.52.12.62.93.23.43.02.72.31.81.20.80.50.40.20.20.10.10.30.50.71.01.52.12.53.03.43.63.12.72.31.71.20.80.60.40.30.20.10.10.10.30.40.71.01.52.12.52.83.03.22.82.62.31.71.20.80.50.40.20.20.10.10.10.20.40.71.01.51.92.32.42.42.62.42.32.11.61.20.80.50.30.20.20.10.20.20.30.40.71.01.41.71.81.81.91.91.81.81.71.51.10.80.60.40.20.20.20.20.30.30.40.70.91.21.31.41.31.31.31.31.31.31.21.00.80.50.40.20.20.20.20.40.40.60.80.90.90.90.90.90.90.90.90.90.90.80.70.50.30.20.20.20.30.50.30.40.50.60.60.60.60.60.60.60.60.60.60.60.50.40.30.20.20.20.30.60.20.30.30.30.40.40.40.40.40.40.40.40.30.30.30.30.20.20.20.20.40.80.10.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.40.90.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.40.80.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.40.80.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.10.10.10.10.10.10.10.10.10.10.20.20.20.10.10.10.10.10.20.20.30.40.10.20.20.20.20.20.20.20.20.20.30.30.20.20.20.20.20.20.20.20.20.30.20.20.30.30.40.40.40.40.40.40.40.40.40.40.40.30.30.20.20.20.20.20.20.30.50.60.60.70.70.70.70.70.70.70.70.70.60.50.40.30.20.20.20.20.30.40.60.80.91.01.01.01.01.01.01.01.01.00.90.70.50.30.20.20.10.10.30.40.71.01.21.41.41.41.41.41.41.41.41.31.10.80.60.40.20.20.10.10.30.40.71.01.41.71.92.02.02.12.02.01.81.51.20.80.60.40.20.10.10.10.30.40.71.01.52.02.32.52.62.72.52.42.21.71.20.80.50.30.20.30.40.71.01.52.12.52.83.13.32.92.72.31.71.20.80.50.40.20.10.10.10.10.10.10.10.10.10.10.10.30.50.71.01.52.12.42.93.43.63.12.62.21.71.20.80.60.40.30.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.30.50.71.01.52.12.52.93.13.33.02.72.31.81.20.80.60.40.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.30.40.71.01.52.02.42.52.62.82.52.42.21.71.20.80.60.40.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.30.50.71.11.41.82.02.12.12.22.12.11.91.61.20.90.60.40.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.50.71.01.31.51.61.51.51.61.51.61.51.41.20.90.60.40.20.20.10.10.10.10.10.10.10.20.20.20.20.20.20.20.20.20.20.20.50.70.91.11.21.21.21.21.21.21.21.21.11.00.80.60.40.30.20.10.10.10.10.10.10.20.30.30.30.30.30.30.30.30.30.30.30.30.40.60.80.90.91.01.00.91.01.01.00.90.90.90.80.60.40.30.20.10.10.10.10.10.20.30.40.50.50.50.50.50.50.50.50.50.50.50.20.30.50.60.70.80.90.90.90.90.90.90.90.80.80.70.60.40.20.20.10.10.10.10.10.20.30.50.60.70.70.70.70.70.70.70.70.70.60.50.30.20.30.50.70.90.90.90.90.90.90.90.90.90.90.80.60.40.20.10.10.10.10.10.10.20.30.60.81.01.01.01.01.01.01.01.01.11.11.11.11.11.11.11.00.80.60.30.10.10.10.10.10.20.30.60.91.21.31.41.41.41.41.41.31.41.41.41.41.41.41.31.10.80.60.30.10.10.10.10.10.20.40.60.91.21.51.71.71.61.71.71.51.21.51.71.71.61.71.71.41.20.80.50.30.10.10.10.10.10.20.40.50.81.11.51.61.71.61.71.61.61.71.71.61.71.71.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.40.60.80.80.80.80.80.70.60.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.10.10.10.00.00.40.50.08.612.90.10.10.10.10.10.15.65.40.29.08.60.28.68.70.39.810.30.58.79.50.89.411.01.29.81.611.21.916.510.11.915.911.31.712.710.41.33.17.511.27.511.31.02.04.46.17.110.80.61.111.00.40.710.60.30.49.86.92.80.48.35.72.30.22.33.52.71.40.10.19.915.05.10.30.30.50.71.11.41.20.80.11.10.40.36.328.40.710.217.70.70.40.10.10.10.11.50.70.10.10.10.10.10.10.20.20.30.30.30.30.30.10.10.10.10.10.20.10.10.10.10.10.10.20.20.20.10.20.10.20.10.20.10.10.10.10.10.20.30.50.71.01.31.51.61.51.61.51.31.00.70.50.30.20.11.41.51.61.51.61.51.31.00.70.50.30.20.10.10.10.10.10.10.10.30.40.60.81.11.21.41.61.71.5Bozeman, Montanat. 406.551.3669www.beartoothlightingdesign.com95% CONSTRUCTION 3.18.2020REVISIONS-----------DRAWN BY: ColetesCHECKED BY: MooreBOZEMAN, MT 59715 1005 DURSTON ROAD THE HEADWATER ACADEMY, INC.DOCUMENTSELECTRICALSITE LIGHTINGCALCULATIONSE0.51ELECTRICAL SITE PLANSCALE: 1/32" = 1'-0"N2POLE LUMINAIRE BASE DETAILSCALE: NTS3LUMINAIRE TYPE 'D2' DETAILSCALE: NTS4LUMINAIRE TYPE 'E1' DETAILSCALE: NTS5LUMINAIRE TYPE 'S1' & 'S2' DETAILSCALE: NTS6LUMINAIRE TYPE 'S3' DETAILSCALE: NTSPROFESSIONAL ENGIN E ER MONTANAANDREW S.MOORENo. 38404PELICENSED236 GENERAL NOTES1.INSTALLATION SHALL COMPLY WITH WITH THE LATEST LOCAL CODES ANDSTANDARDS.2.COORDINATE ALL UTILITY ROUTING AND METER LOCATIONS WITH N.W.E. PRIORTO ROUGH-IN.3.REFER TO BUILDING PERMIT PACKAGE FOR LIGHTING CIRCUITING & CONTROLINFORMATION.4.REFER TO BUILDING PACKAGE FOR SPECIFICATIONS.5.SIZES OF EQUIPMENT ARE BASED ON BASIS OF DESIGN MANUFACTURER. ECSHALL COORDINATE WITH FINAL APPROVED SHOP DRAWING INFORMATION FORALL EQUIPMENT PRIOR TO ROUGH-IN.SHEET NOTES1.PAD MOUNTED PRIMARY JUNCTION BOX LOCATED WITHIN UTILITY EASEMENT BYN.W.E.2.3ɸ PRIMARY UNDERGROUND SERVICE BY N.W.E.3.150KVA PAD MOUNT SERVICE XFMR BY N.W.E. PROVIDE 8'-0" x 8'-0" PAD INACCORDANCE WITH N.W.E. REQUIREMENTS.4.MAIN DISTRIBUTION PANEL 'MDP': 208Y/120V, 3ɸ, 4W CIRCUIT BREAKER STYLEMAIN DISCONNECTING MEANS WITH NEMA 3R ENCLOSURE. REFER TO BUILDINGPACKAGE FOR ADDITIONAL REQUIREMENTS.5.PROVIDE (1) 4" CONDUIT WITH NYLON PULL STRING BETWEEN NEW MDF ANDEXISTING BUILDING DEMARC.6.PROVIDE (1) 4" & (2) 2" CONDUITS FROM NEW DEMARC TO SITE BOUNDARY FORSERVICE PROVIDERS.7.PROVIDE SECONDARY FEEDER IN ACCORDANCE WITH ONE-LINE DIAGRAM.8.PROVIDE 2#8 & 1#10 GND - 1"C (ENTIRE CIRCUIT).9. PROVIDE CONCRETE POLE BASE PER 4/E002.10. STUB (2) 2"C & (1) 1"C WITH PULL STRINGS FROM MDP TO THIS LOCATION FOR FUTURE PHOTOVOLTAIC ARRAY.11. PROVIDE HAND HOLE PER SPECIFICATIONS. LABEL IN ACCORDANCE WITH IDENTIFICATION REQUIREMENTS IN SPECIFICATIONS.12.INSTALL PHOTOCELL PER LIGHTING CONTROL EQUIPMENT SCHEDULE IN NEMA TWIST LOCK RECEPTACLE AT LUMINAIRE.XS21235467S2S1S19910NEW MDFLOCATIONHHHH11A-111PCPCPCPC12121212Bozeman, Montanat. 406.551.3669www.beartoothlightingdesign.com95% CONSTRUCTION 3.18.2020REVISIONS-----------DRAWN BY: ColetesCHECKED BY: MooreBOZEMAN, MT 59715 1005 DURSTON ROAD THE HEADWATER ACADEMY, INC.DOCUMENTSELECTRICALSITE PLANE1.01ELECTRICAL SITE PLANSCALE: 1"=30'-0"N237