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Home My WebLink About16530 & 16531 Blackmore Packet Materials DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 1 of 13 Application No. 16530 16531 Type Master Site Plan, First Phase Site Plan, CCOA MSP, SP, CCOA Project Name Blackmore Bend, Blackmore Bend Market Place Summary A master site plan application for the phased construction of three commercial mixed use buildings, one existing commercial building and common parking, access and circulation. The site is located at 1324, 1332, 1340 E. Main Street and 203 Haggerty Lane. A first phase site plan application for the construction of a 2 story mixed use building of approx. 40,000 sq. ft. with related site improvements at 1324 East Main Street including a Certificate of Appropriateness review. Zoning B‐2 Growth Policy Community Commercial Mixed Use Size 4 acres Overlay District(s) East Main Street Entryway Corridor Overlay (Class 2) Street Address 1324 East Main Street, Bozeman, MT 59715 Legal Description Tract 1(H‐29), Tract 5C and 5D (H‐29D)Tract 5 Remainder(H‐29) Elks Blub Property Rearrangement SW1/4, S8, T2S, R5E, City of Bozeman, Gallatin County, Montana. Owner/applicant East Main LLC 1184 North 15th Avenue, Suite 4 Bozeman, MT 59715 O‐S Leasing Partners, LP 203 Haggerty Lane Bozeman, MT 59715 Representative Lowell W. Springer, Springer Group Architects, P.C. 626 E. Cottonwood Street, Suite A Bozeman, MT 59715 Staff Planner Brian Krueger Engineer Shawn Kohtz Noticing Public Comment Period Site Posted Adjacent Owners Mailed 1/23/17 to 2/27/17 1/23/17 1/23//17 Advisory Boards Board Date Recommendation DRC 1/18/17 Inadequate DRC TBD DRB 2/8/17 Not in compliance Recommendation Not to approve Decision Authority Director of Community Development Date TBD Alternatives 1. Recommend approval of the application with the recommended findings conditions and code provisions provided in the staff report; 2. Recommend approval of the application with modifications to the recommended conditions and findings provided in the staff report; 3. Recommend denial of the application based on the Board’s findings of non‐compliance with the applicable criteria contained within the staff report; or 4. With the applicant’s concurrence continue the review of the application with specific direction to staff or the applicant to address specific items. Full application and file of record: Community Development Department, 20 E. Olive St., Bozeman, MT 59715 DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 2 of 13 Project Location DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 3 of 13 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. ANALYSIS AND FINDINGS Analysis and resulting recommendations are based on the entirety of the application materials, municipal codes, standards, plans, public comment, and all other materials available during the review period. Collectively this information is the record of the review. The analysis in this report is a summary of the completed review. Plan Review, Section 38.19.100, BMC In considering applications for plan approval under this title, the advisory boards and City Commission shall consider the following: 1. Conformance to and consistency with the City’s adopted growth policy (38.01.040 C) Meets Code? Growth Policy Land Use Community Commercial Mixed Use Yes Zoning B‐2, Community Business Yes Comments: The uses are allowed within the zoning district. The property is within the City’s municipal service area and otherwise complies with the goals and objectives of the growth policy. No conflicts between the proposed uses, zoning and the growth policy are identified. 2. Conformance to this chapter, including the cessation of any current violations (38.34.160) Meets Code? Current Violations None Yes Comments: 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. 3. Conformance with all other applicable laws, ordinances, and regulations (38.01.080) Meets Code? Conflicts None Yes, with correction Condominium ownership No NA Comments: A subdivision exemption application is required to be approved to reconfigure the existing lots to conform to the site layout. The plans will be evaluated against the requirements of the International Building Code (IBC) during building permit review. The applicant must provide professional services for construction inspection, post‐construction certifications from their project professionals that the project was constructed according to plan and specification. 4. Relationship of site plan elements to conditions both on and off the property (38.19.100) Meets Code? Neighborhood Compatibility No Design and arrangement of plan to produce an efficient, functionally organized and cohesive development No DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 4 of 13 Design and arrangement of plan in harmony with topography, water bodies, vegetation, contributing to the overall aesthetics Yes Conform with local historical or landmark designation requirements, including the Neighborhood Conservation Overlay District (NCOD) NA Relationship to other plans (subdivision/master site plan, PUD, etc.) Blackmore Bend Master Plan Yes, but master plan approval pending Comments: The proposed project is compatible with the general pattern of commercial development as the buildings are located at setback lines along the street edge. The parking is internal to the site. The vehicular accesses provide safe and reasonable access to the site. The marketplace building is not compatible with the neighborhood as it does not present a pedestrian entrance onto the street or alternatively present a primary entrance close to the street and sidewalk edge.The marketplace building presents a back side appearance at the ground level on the west building elevation which is oriented to the street and the adjacent residential neighborhood. 5. The impact of the proposal on the existing and anticipated traffic and parking conditions (38.24.010 and 38.25.010) Meets Code? Street vision Yes Yes Snow storage Yes Traffic Impact Study / LOS Yes Transportation grid adequate to serve site Yes Yes, with improvements Comments: This project is required to support off‐site improvements to local streets or intersections. Specifically, Section 38.24.060.B.4 states: All arterial and collector streets and intersections with arterial and collector streets shall operate at a minimum level of service "C" unless specifically exempted by this subsection. Intersections shall have a minimum acceptable LOS of "C" for the intersection as a whole. According to City Engineering, the traffic impact study provided for the project indicates that the intersection of Highland Boulevard and East Main Street is operating at a LOS less than “C”. Per that report, the solution to correct the LOS at the intersection is to add capacity in the form of turn lanes and signal modifications. The site plan access configuration onto Highland Boulevard requires that the improvements be constructed at the intersection prior to occupancy of the marketplace building. The applicant is eligible to request concurrent construction of the intersection and the phase one marketplace building. Parking Required Provided (total) No Total TBD TBD ADA TBD TBD Reduction Covered bike parking/showers/changing TBD Bicycle TBD No Comments: Parking requirements are not currently met. The application has miscalculated the parking on site and has received a code requirement correction through the Development Review Committee process. 6. Pedestrian and vehicular ingress and egress (38.19.100)Meets Code? Safe and easy movement No DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 5 of 13 Pedestrian access location(s) Yes Site vision triangles Yes Fire lanes, curbs, signage and striping Yes Vehicle access to site 2 on Haggerty Lane, 1 on Highland Boulevard and 1 on East Main Street Yes, with corrections Special Improvement Districts 0Waiver NA NA Comments: Vehicular access to the Development is provided through four access points. The East Main Street access must be finally approved by the Montana Department of Transportation prior to approval. The Highland Boulevard access requires improvements to the intersection of East Main Street and Highland Boulevard in order to function. Pedestrian access is provided at each drive access location. A pedestrian crossing of Highland Boulevard is proposed at Curtiss Street in order to connect the shared use path on the west side of Highland to the site. Internal pedestrian circulation does not met standards. Additional pedestrian crossings are required in the parking area. In order to provide direct access between pad #2 and J&H office and pad #1. The “intersection at the northeast corner of pad #1 must provide pedestrian crossings across all drive aisles and connect to proposed pedestrian sidewalk to the north on the east side of the primary north south drive access from East Main Street. A pedestrian crossing must be provided within the row of parking east of pad #1 in order to allow pedestrians and carts to access parking within the second circulation aisle east of pad #1. The project has received a code requirement correction through the Development Review Committee related to this item. Non‐automotive transportation and circulation systems design features to enhance safety and convenience Yes, with corrections Adequate connection and integration of the pedestrian and vehicular transportation systems Yes, with corrections Comments: Pedestrian access to the building and site is supported through the project’s provision of a sidewalk around the full perimeter of the site and with internal sidewalks to connect the buildings and parking areas. See comments above regarding pedestrian access as they relate to improvements required to meet code standards. The project has received a code requirement correction through the Development Review Committee related to this item. Dedication of right‐of‐way or easements necessary for streets and similar transportation facilities Yes, with corrections Comments: The site is proposed to be reconfigured through a subdivision exemption process to relocate the common boundary lines to accommodate the new site layout. A mutual access and parking configuration is proposed to allow shared access and parking on site. Additional right of way is required at the intersection at Highland Boulevard and East Main Street in order to accommodate the required improvements to the intersection. Utility easements are required to be submitted for water, sewer and private utilities. The project has received code requirement corrections through the Development Review Committee related to these items. 7. Landscaping, including the enhancement of buildings, the appearance of vehicular use, open space, and pedestrian areas, and the preservation or replacement of natural vegetation (38.26.010‐100) Meets Code? Submittal requirements for landscape plans (38.41.100)Yes Mandatory landscaping Yes, with corrections Yard Yes DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 6 of 13 Additional screening NA Parking lot screening Yes Off‐street loading spaces screening Yes Street frontage Yes Internal Parking lot landscaping Yes Acceptable landscape materials Yes Protection of landscape areas No Irrigation: plan, water source, system type Municipal water, drip & spray Trees for residential adjacency Yes Performance points B2 with residential adjacency 23 Yes City rights‐of‐way and parks Yes, with corrections 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 NA None NA Fencing and walls YEs Comments: A landscape plan was submitted with the site plan application for all proposed landscaping on the site as required by Bozeman Municipal Code (BMC) and is not in compliance with all standards. Internal parking lot landscaping provided shall be proportionately dispersed so as to define aisles and limit unbroken rows of parking to a maximum of 100 feet, with landscaped areas provided in an appropriate scale to the size of the parking lot. Parking adjacent to pad #1 on the north does not meet the standard. Parking due south of pad #3 does not meet the standard. Code requirements related to street frontage tree planting under the overhead power line are not met. The project has received code requirement corrections through the Development Review Committee related to these items. 8. Open space (38.27.020) Meets Code? Enhancement of natural environment NA Wildlife habitat or feeding area preservation NA Maintenance of public park or public open space access NA Recreational area design NA Open space 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 NA NA Improvements in‐lieu NA NA Comments: The subject proposal does not require open space additional to what is required for required yard, landscaping and entryway corridor requirements. 9. Building location and height (38.19.100) Meets Code? B2 Requirements (38.10.030‐.060)Yes Lot coverage 25 % 57,404 footprint /232,026 lot area Allowed 100% (except yards, parking) Height 39’ Allowed 38’No DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 7 of 13 Comments: B‐2 zoning requirements are not met for building height by the marketplace building. 10. Setbacks (38.19.100) Meets Code? Zoning B2 Yards (feet) Structures Parking / Loading Yes, with correction. Front 25 25 Rear 10 10 Side 5 8 Alley NA NA Watercourse NA Entryway corridor 25 Block Frontage [insert type]NA NA Comments: The trash enclosure for the marketplace building is located in the rear yard setback. The site is proposed to be reconfigured through a subdivision exemption process to relocate the common boundary lines to accommodate the new site layout. The project has received code requirement corrections through the Development Review Committee related to these items. 11. Lighting (38.23.150) Meets Code? Building‐mounted lighting (cutoff and temperature)Yes Site lighting (cutoff and temperature)Yes Minimum light trespass at property line Yes Comments: All light fixtures are full cutoff and the edge of the property shows no light trespass. The project employs LED technology, the City’s recommended bulb type. 12. Provisions for utilities, including efficient public services and facilities (38.21.030, 38.23.050, 38.23.060, 38.23.070) Meets Code? Municipal infrastructure requirements Yes Easements (utility rights‐of‐way etc.)Yes, with corrections Water, sewer and stormwater Yes Other utilities (electric, natural gas, communications)Yes CIL of water Yes with payment Comments: The project is located on parcels of land that are served by municipal infrastructure. Plans were reviewed by the City Engineer and have been found to adequately provide adequate water, sewer and other needed infrastructure. Easements must be executed and recorded to provide access for the public utilities. Irrigation water is proposed to be served by the municipal water system. Per BMC 38.23.070.A.1, the application provides detail for the installation of complete municipal water and sanitary sewer system facilities designed in accordance with the requirements of the state department of environmental quality the City’s Design Standards and Specifications. 13. Site surface drainage (38.23.080)Meets Code? Drainage design Yes DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 8 of 13 Stormwater maintenance plan (38.23.030.A)Yes, with correction Stormwater feature: landscaping amenity, native species, curvilinear, 75% live vegetation NA Comments: The drainage design is tentatively approved by City Engineering. A combination of site grading, curb and gutter, and subsurface on‐site retention structures located in parking areas will manage stormwater runoff from the site. 14. Loading and unloading areas (38.23.140)Meets Code? Loading and unloading Yes, marketplace building Yes Comments: One formal loading and unloading area is required with this project and located at the rear , south side of the marketplace building. 15. Grading (38.23.080) Meets Code? Grading Yes On‐site retention/detention Yes Comments: Moderate grading of the site is anticipated in order to provide proper surface drainage from the site. Grading is approved by City Engineering. 16. Signage (38.28.010) Meets Code? Allowed (sq. ft)/lot 250 NA Proposed (sq. ft) NA Comments: Not required for site plan approval. Signage is proposed via a concrete monument site sign and building wall signage. 17. Screening (38.21.050 and 38.26.050)Meets Code? Mechanical equipment screening Yes, with corrections Additional screening Yes Comments: Mechanical screening is proposed for the market place building, no material sample was provided of the mechanical screen in order to confirm that it will provide full screening of the roof top units (HVAC, etc.) The trash enclosure screening requirements are met and will be verified prior to occupancy being granted. The parking lots are screened with landscaping from the public streets per code. The project has received a code requirement correction through the Development Review Committee related to the mechanical screen sample. 18. Overlay district provisions (38.16.010, 38.17.010, 38.18.010)Meets Code? Neighborhood Conservation NA Entryway No Casino NA Comments: This project is located within the Class 2 East Main Street Entryway Corridor. Staff completed Administrative Design Review to analyze the proposed design’s compliance with the Design Objectives Plan for Entryway Corridors. See the following criteria section for Entryway Corridors for findings. 19. Other related matters, including relevant comment from affected Meets Code? DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 9 of 13 parties (38.40.010) Public Comment 2 Yes Comments: Public notification and comment is ongoing and in accordance with UDC Chapter 38, Article 40. Refer to noticing dates on page 1 of this report. Staff has received 2 public comments on this project to date. The comments related to the design of the marketplace building and request that the store not provide a back of building appearance to the street. The comments also request that building materials be considered for the street facing elevation that will absorb sound from traffic along Highland Boulevard rather than projecting noise into the residential neighborhood to the west. 20. If the development includes multiple lots that are interdependent for circulation or other means of addressing requirement of this title, whether the lots are either: Configured so that the sale of individual lots will not alter the approved configuration or use of the property or cause the development to become nonconforming OR 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. (38.23.060) Meets Code? Required Easements and /or boundary aggregation or relocation Yes Yes, with corrections Shared access easement Yes # of lots served 4 Yes, with corrections. Comments: The site is proposed to be reconfigured through a subdivision exemption process to relocate the common boundary lines to accommodate the new site layout. A mutual access and parking configuration is proposed to allow shared access and parking on site. The applicant must provide a right‐of‐way agreement from the MDT for the entrance off East Main Street approving that location. The project has received code requirement corrections through the Development Review Committee related to these items. 21. Compliance with article 43 of chapter 38 of the Bozeman Municipal Code (38.43.010) Meets Code? Affordable Housing NA Yes Comments: This requirement is not applicable to the subject application. 22. Phasing of development (38.41.080)Meets Code? Phasing Yes # of phases 3 Yes Comments: Three phases are proposed. The majority of the site improvements and infrastructure will be installed with phase 1. Phase 1 will also include the requirements to improve the intersection of Highland Boulevard and East Main Street in order to accommodate the site layout. DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 10 of 13 ENTRYWAY CORRIDOR OVERLAY DISTRICT REVIEW CRITERIA Article 17 of the Bozeman Municipal Code (BMC) sanctions the Bozeman Entryway Corridor Overlay District and specifies the standards for granting Certificate of Appropriateness (COA) approval for new construction within an entryway corridor. According to COA standards, criteria from the 2005 Bozeman Design Objectives Plan for Entryway Corridors have been applied to the subject proposal based upon the character of the development and those aspects that can be seen from a public way. Project Address 1324 East Main Street, Bozeman, MT 59715 Application 16530 16531 Existing Site Conditions The subject lot is vacant. Alterations A master site plan application for the phased construction of three commercial mixed use buildings, one existing commercial building and common parking, access and circulation. The site is located at 1324, 1332, 1340 E. Main Street and 203 Haggerty Lane. A first phase site plan application for the construction of a 2 story mixed use building of approx. 40,000 sq. ft. with related site improvements at 1324 East Main Street including a Certificate of Appropriateness review. Entryway East Main Street Class 2 Design Criteria and Development Standards in Entryway Corridors (38.17.060) Conforms to Design Objectives Plan No Conforms to Design Objectives Plan, with Conditions below NA Does not meet Design Objectives Plan, per Comments Yes Objectives of Neighborhood Wide Design (pg. 10) Note as stated in the Design Objectives Plan, “…the objectives and guidelines are intended to suggest aspects of the design to be addressed by the applicant and the design review authority. The guidelines are meant to indicate preferred conditions, but not without allowing for other equal or better solutions to be considered.” The marketplace building design must take into consideration its relationship to other buildings and site development both within the master plan and to the public street and the adjacent neighborhoods (Lindley Park neighborhood, west of Highland Boulevard). Design treatments must convey a sense of visual continuity, but refrain from repeating design components and materials, which would be monotonous and lack interest. Because of the size of the proposed building, design components that create interest and break up monotony are paramount in this application. Topography (page 20) “Where one must be used, a retaining wall shall blend with the natural features of the setting.” DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 11 of 13 The project does not comply with the guideline. The retaining walls must use native rock or other masonry that conveys a scale and texture similar to that of traditional rock walls. The guideline requires that if the wall is proposed to be above five feet in height, the plan must utilize terracing and landscaping. The terracing should not be less than three feet in width. The proposed retaining walls at the south property line are proposed at six feet in height with no terracing. Building Placement (page 23) “Organize the public edges of the site to provide visual interest to pedestrians.” “Locate a building entry near the sidewalk edge with an entry plaza and landscape, when feasible…this is especially important for commercial uses.” “Consider solar orientation and access when siting a building.” The project does not comply with the guideline. The proposed design of the grocery store does not incorporate windows, display cases or other architectural features to provide visual interest to pedestrians at the ground floor level on the west and north elevations. The primary marketplace building entrance is not located at the walkway edge nor is a plaza entry provided to connect the building entrance to the street. The building must provide a greater front door presence onto Highland Boulevard and the primary entrance must be moved toward the northwest corner of the building or a strong secondary storefront entrance must be provided facing Highland Boulevard. The west and north elevations of the building must be enhanced with features such as storefront windows, display cases at the ground level, landscape features (vertical green features), deep awnings, trellises, and outdoor seating in order to meet guidelines. The west edge of the building has solar access and could include solar pv panels on that elevation to provide pedestrian interest and address solar orientation. Outdoor Public Spaces (page 24) “Link the various functions and spaces on a site with pedestrian ways in a coordinated system.” “In major site developments, provide a clear, continuous convenient pedestrian route through a parking lot to a building entrance.” The project does not comply with the guideline. Pedestrian links are missing on the site and to adjacent properties. No connection is provided from the J and H building to the street frontage on Haggerty Lane. No connection from the sidewalk to the rear of the J and H building to the shared drive access at the Elks Lodge building is provided in order to provide a connection to building south of the project site. Design a cohesive and contextual pedestrian plan that links all buildings on site and in the vicinity. The Development Review Committee has noted a code correction to provide greater pedestrian connectivity on site to link pedestrians to parking areas east of the market place building and to connect the marketplace building with building pad 2. Outdoor Public Spaces (pg. 24) “Develop an outdoor public space as a focal point for the site.” “Connect an outdoor public space with major building activities.” The project does not comply. Because of the market place buildings location, the traffic and the connection to the neighborhood to the west requires careful design consideration with strong concern for the approach from the Highland and East Main Street intersection. To comply with other DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 12 of 13 design guidelines, the building must provide a greater front door presence onto Highland Boulevard and the primary entrance must be moved toward the northwest corner of the building or a strong secondary storefront entrance must be provided facing Highland Boulevard. This frontage and entrance location provides an opportunity to develop an outdoor focal point for the site at the primary drive and pedestrian access to the site along Highland. Decorative paving, planters, seating, outdoor sales areas, public art, and pedestrian scaled lighting are all strongly recommended in order to comply with guidelines and to make the space a place rather than a left over area facing the street on the site. “Define the sidewalk with landscaping, paving and pedestrian‐scaled lighting.” The project does not comply with the guideline. No pedestrian scaled lighting is proposed. Pedestrian scaled lighting will significantly enhance the pedestrian experience and plaza designs. Incorporate low‐level lights to create a feeling of pedestrian scale, and at the same time a feeling of safety. Night lighting on site will be very important during winter hours for the grocery use. Chapter 3 Building Design Guidelines (page 39) “Orient the primary building entrance of a building to face a street, plaza or pedestrian way.” The project does not comply with the guideline. The marketplace building focuses the entrances to the parking lot without addressing the street, which is inappropriate. The building must provide a greater front door presence onto Highland Boulevard and the primary entrance must be moved toward the northwest corner of the building or a strong secondary storefront entrance must be provided facing Highland Boulevard. Street level interest (page 41) “Develop the street level of a building to provide visual interest” The project does not comply with the guideline. The proposed grocery design does not provide street level interest. The proposed design of the grocery store does not incorporate windows, display cases or other architectural features to provide visual interest to pedestrians. The marketplace building entrance is not located at the walkway edge nor is a plaza entry provided to connect the building entrance to the street. The west and south elevations of the building must be enhanced with features such as storefront windows, display cases at the ground level in concert with landscape features (vertical green features), deep awnings, and outdoor seating in order to meet guidelines. Building Mass and Scale (page42) “Express façade components in ways that will help to establish a human scale.” The project does not comply with the guideline. The marketplace building does not express façade components that will help to establish a human scale along Highland Boulevard or along the north elevation of the building, especially at the ground floor level. The ground floor level is enclosed and mainly composed of split face CMU. The west and south elevations of the building must be enhanced with features such as storefront windows and display cases, at the ground level in order to meet guidelines. DESIGN REVIEW BOARD SITE PLAN STAFF REPORT 16530, 16531 Staff Report for Blackmore Bend Master Plan and Blackmore Bend Marketplace Site Plan Page 13 of 13 Conditions No. Standard Condition None NA NA CODE PROVISIONS Per Section 38.01.080 & 38.34.110, the proposed project shall be completed as approved and conditioned in the Certificate of Appropriateness application. Any modifications to the submitted and approved application materials shall invalidate the project's legitimacy, unless the applicant submits the proposed modifications for review and approval by the Department of Community Development prior to undertaking said modifications. The only exception to this law is repair From:Matt Kelley To:Brian Krueger Cc:Cathy Copp Subject:Re: Blackmore Bend, Heebs Grocery site plan Date:Tuesday, January 17, 2017 1:04:41 PM Hello Brian - Please accept these public comments in regard to the new Blackmore Bendproposed development. As a resident of the Marwyn Addition neighborhood (I liveat 1207 E Curtiss), I would like to voice strong support for the traffic plan associatedwith the development as I understand it now exists. My understanding is that thedevelopment plan maintains no direct traffic connections between the parking areasand the intersection of Highland and Curtiss and eliminates the exit/entrance to thedevelopment at that intersection. Bravo! It was as major concern of the neighborsthat this intersection might be a direct connection to the new development, and Iappreciate the efforts by the developer's and Heeb's to address this concern byplacing the egress points in other parts of the development. If this traffic plan were to be changed in a way that caused traffic to flow to theintersection of Curtiss and Highland, I would be strongly opposed. But as the planssubmitted seem to show, this would not be the case. And if that remains, I expressstrong support on behalf of myself and my wife, Cathy Copp. The issue discussed above was our top concern, and one that affected the safety ofmy kids and the kids in the neighborhood. That said, there are a couple othercomments I would like to make: We are also supportive of the signaled crosswalk at Highland and Curtiss andbelieve it will be critical to safety and ease of use for people in ourneighborhood. One issue that causes some concern generally is the level of noise generatedby traffic from the new development. In that spirit, I would like to express myhope that the landscaping and building materials used on the west side of thedevelopment will be chosen and oriented to absorb sound from the vehicles onHighland. I believe that this issue could be addressed with robust landscapingand building materials that would absorb sound rather than reflecting it backinto our neighborhood. I would also request that developers do all they can to avoid having the viewfrom the southwest corner of the development seem like we are looking at theback end of grocery store. I understand the practical need to orient the Heeb'sbuilding toward parking, and I have no problem walking around to enter on thenorth side. But we ask that all practical steps be taken to ensure that theappearance of the building is inviting and inclusive of the neighbors to theeast. On the three bullet points above, my comments are more general in nature thanthey are related to any particular features of the current plans. My request is thatthe DRC and DRB carefully apply the spirit and details of standards set forth in theentryway corridor guidelines to ensure the development minimizes impact on nearbyresidents while also creating an attractive, inclusive connections and appearance forour neighborhood. Thank you again for your help through this process. I do appreciate yourassistance, and the cooperative efforts by the developer and Heeb's. Best regards, Matt Kelley (and Cathy Copp)1207 E Curtiss StreetBozeman, MT 59715 On Fri, Dec 23, 2016 at 1:01 PM, Brian Krueger <BKrueger@bozeman.net> wrote: Hello Matt, I wanted to let you know that the master plan and first phase site plan for thegrocery has been submitted to our office for the Blackmore Bend project. I toldyou quite some time ago that I would let you know when it was submitted. I willbe in the office next week if you want to come by our office and talk about theplans. They are available today at our front desk if you or anyone else would liketo come over and look at the files. Please forward on to your neighborhood so thateveryone is aware that the project is underway. The tentative date for the DRCreview of the project is January 18, 2017. We do not take public comment at theDRC meetings, but you are welcome to attend and listen to the discussion. HappyHolidays. Brian Krueger | Development Review Manager, Community Development City of Bozeman | 20 East Olive St. | P.O. Box 1230 | Bozeman, MT 59771P: 406.582.2259 | E: bkrueger@bozeman.net | W: www.bozeman.net City of Bozeman emails are subject to the Right to Know provisions of Montana’s Constitution (Art. II, Sect. 9) and may be considered a “public record” pursuant to Title 2, Chpt. 6, Montana Code Annotated. As such, this email, its sender and receiver, and the contents may be available for public disclosure and will be retained pursuant to the City’s record retention policies. Emails that contain confidential information such as information related to individual privacy may be protected from disclosure under law. From:Lauren Cerretti To:Brian Krueger Subject:Blackmore Bend/Heeb"s public comment Date:Monday, January 30, 2017 8:50:13 AM Good morning, I received notice in the mail regarding the new Blackmore Bend development. I liveright on the corner of E Curtiss & Highland with my husband, preschooler, and dog. We would love for the development to use some sort of materials that can reducethe sounds of cars bouncing off the building and back into the neighborhood. Highland is a busy street as it is, and the new development will only increase trafficand therefore noise. As many trees as can fit on the sidewalk with Highland andeven in the parking lot would be another great addition that would help dampensound, create a visual that helps cars slow down (the street seems narrower whenlined with trees), and also add some shade to an area that regularly bakes in thesummer. The more trees the better. I think the development is going to be a great addition to our area, especially if it iscarefully planned for how much traffic it will create. I know the city has beencarefully reviewing plans and the developer has met with our neighborhood a fewtimes--we truly appreciate all of this care being taken. Thank you,Lauren Cerretti1221 E Curtiss St. A1 Development Review Application A1 Page 1 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications DEVELOPMENT REVIEW APPLICATION 1. PROJECT Development Name: Description: 2. PROPERTY OWNER Name: Full Address: Phone: Email: 3. APPLICANT Name: Full Address: Phone: Email: 4. REPRESENTATIVE Name: Full Address: Phone: Email: 5. PROPERTY Full Street Address: Full Legal Description: Current Zoning: Current Use: Community Plan Designation: O-S Leasing Partners, LLP 203 Haggerty Ln., Bozeman, MT 59715 (406) 595-1250 ric@jhoe.com Development Review Application A1 Page 2 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications Overlay District: Neighborhood Conservation Entryway Corridor None Urban Renewal District: Downtown North 7th Avenue Northeast None 6. STATISTICS (ONLY APPLICATION TYPES 2-12, 17, 24 AND 26) Gross Area: Acres: Square Feet: Net Area: Acres: Square Feet: Dwelling Units: Nonresidential Gross Building Square Feet: 7. APPLICATION TYPES Check all that apply, use noted forms. Form Form 1. Pre-application Consultation None 17. Informal Review INF 2. Master Site Plan MSP 18. Zoning Deviation None 3. Site Plan SP 19. Zoning or Subdivision Variance Z/SVAR 4. Subdivision pre-application PA 20. Conditional Use Permit CUP 5. Subdivision preliminary plat PP 21. Special Temporary Use Permit STUP 6. Subdivision final plat FP 22.Comprehensive Sign Plan CSP 7. Subdivision exemption SE 23.Regulated Activities in Wetlands RW 8. Condominium Review CR 24.Zone Map Amendment (non Annexation) ZMA 9. PUD concept plan PUDC 25.UDC Text Amendment ZTA 10. PUD preliminary plan PUDP 26.Growth Policy Amendment GPA 11. PUD final plan PUDFP 27.Modification/Plan Amendment MOD 12. Annexation and Initial Zoning ANNX 28.Extension of Approved Plan EXT 13. Administrative Interpretation Appeal AIA 29.Reasonable Accommodation RA 14. Administrative Project Decision Appeal APA 30.Other: 15. Commercial Nonresidential COA CCOA 1 6. Historic Neighborhood Conservation Overlay COA NCOA 8. APPLICATION FEES AND MATERIALS A. Fees are to be provided based upon the adopted fee schedule FS. Contact our office for an estimate. $1,785.00 Development Review Application A1 Page 3 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: Presentation of submitted plans and specifications B. Application materials shall be submitted for each application as shown in the specific guidance and checklists that is provided for each application type. A common development review application form and common notice materials may be provided for an application that includes more than one application type. All other application materials shall be submitted for each individual application type per the project guidance and checklists. 9. CERTIFICATIONS AND SIGNATURES This application must be signed by both the applicant(s) and the property owner(s) (if different) for all application types before the submittal will be accepted. The only exception to this is an informal review application that may be signed by the applicant(s) only. As indicated by the signature(s) below, the applicant(s) and property owner(s) submit this application for review under the terms and provisions of the Bozeman Municipal Code. It is further indicated that any work undertaken to complete a development approved by the City of Bozeman shall be in conformance with the requirements of the Bozeman Municipal Code and any special conditions established by the approval authority. I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project. Further, I agree to grant City personnel and other review agency representative’s access to the subject site during the course of the review process (Section 38.34.050, BMC). I (We) hereby certify that the above information i s true and correct to the best of my (our) knowledge. Certification of Completion and Compliance – I understand that conditions of approval may be applied to the application and that I will comply with any conditions of approval or make necessary corrections to the application materials in order to comply with municipal code provisions. Statement of Intent to Construct According to the Final Plan – I acknowledge that construction not in compliance with the approved final plan may result in delays of occupancy or costs to correct noncompliance. Applicant Signature: Printed Name: Owner Signature: Printed Name: Owner Signature Printed Name: If signing as a corporation, please provide the title and position of the individual signing on behalf of the corporation. Attach separate sheets for additional owner signatures. CONTACT US Alfred M. Stiff Professional Building 20 East Olive Street 59715 (FED EX and UPS Only) PO Box 1230 Bozeman, MT 59771 phone 406-582-2260 fax 406-582-2263 planning@bozeman.net www.bozeman.net December 13, 2016 Brian Krueger Associate Planner City of Bozeman Dept. of Planning & Community Development 20 East Olive St. Bozeman, MT 59771 Re: Blackmore Marketplace Building Blackmore Bend Master Site Plan We are hereby requesting a formal review of the proposed Blackmore Marketplace Building (Phase 1) and of the proposed Blackmore Bend Master Site Plan. As noted in the informal review, the developer is proposing a mixed use redevelopment of the existing vacant site of the old Continental Motor Inn, KO's Club and Rainbow Auto as well as incorporation of the existing J&H Office Equipment property into our new Master Site Plan on East Main Street between Highland Boulevard and Haggerty Lane. The intent of the project is to create an East entrance into the City of Bozeman that will be a pleasing and inviting commercial node serving as the introduction to Main Street when approached from the East. We believe this redevelopment is one that has been sorely overdue and the Owners/Developers are inspired to create an entirely new and well designed eastern start to Main Street that will be a great transition and worthy of the well preserved, historic character of downtown Bozeman. The project is proposed to be completed in three phases, with the majority of the work scheduled in Phase 1, including the construction of the Blackmore Marketplace Building on the Southwest corner as well as the majority of the site work (parking, approaches and drive aisles) as shown in the submitted plans. Phases 2 and 3 will include the remaining two buildings along East Main Street and the parking immediately adjacent to those structures. Phase 2 or 3 may contain up to 12 residential units but those two phases have not been fully designed as of the date of this application. We are requesting that the open space and park land requirements be addressed at the time of Phase 2 or 3 submittals should residential units be proposed. We are requesting that these submittals be reviewed concurrently and are including the following required materials: Blackmore Marketplace Building:  Development Review Application form A1  Development Review application fee of $21,055.00  Site Plan Checklist form SP1  Noticing Materials form N1  List of Property Adjoiners  Cut sheet of proposed exterior light fixtures  Storm water concept design report  Color and Materials board  (2) full size sets of required plans  (9) half size sets of required plans  (2) digital versions of all materials Blackmore Bend Master Site Plan:  Development Review Application form A1  Development Review application fee of $1,785.00  Master Site Plan Required Materials form MSP  Site Plan Checklist form SP1  Noticing Materials form N1  List of Property Adjoiners and stamped envelopes  Blackmore Bend Design Guidelines  Traffic Impact Study  MDT preliminary approval letter  (2) full size sets of required plans  (9) half size sets of required plans  (2) digital versions of all materials If you have any questions or need more information, please let us know. Sincerely, Lowell W. Springer President Springer Group Architects, P.C. STREET ADDRESSOWNER / DEVELOPERLEGAL DESCRIPTIONDESIGN CRITERIABUILDING HEIGHT:VARIESNO. OF STORIES:VARIESCURRENT ZONING:B-2DRAWING LISTABBREVIATIONSPROJECT INFORMATIONCopyright © 2016 Springer Group Architects, P.C.CONSULTANTS:GRAVELMASONRYMETALCONCRETEEARTHBATT INSULATIONRIGID INSULATIONFINISH WOODACOUSTIC TILEROUGH WOODMATERIAL SYMBOLSVICINITY MAPGENERAL NOTES@-AT#- POUND(S) OR NUMBER+/-- PLUS MINUSAFF- ABOVE FINISH FLOORAC- ACOUSTICAL ACT - ACOUSTICAL CEILING TILEADJ- ADJACENTA/C- AIR CONDITIONINGALT- ALTERNATIVEALUM.- ALUMINUMALT- ALTERNATIVEALUM.- ALUMINUMA.B.- ANCHOR BOLTAPPD- APPROVEDAPPROX. - APPROXIMATEARCH- ARCHITECT(URAL)BSMT- BASEMENTBM.- BEAMBRG- BEARINGBLKG- BLOCKINGBD- BOARDBOT- BOTTOMBLDG- BUILDINGB.U.R.- BUILT UP ROOFINGCAB- CABINETCLG- CEILINGC\C OR C.C. - CENTER TO CENTERCL OR C.L. - CENTERLINECT- CERAMIC TILECLR- CLEARC.W.- COLD WATERCOL- COLUMNCF OR C.F. - COMMUNICATION FEATURESCOMP. - COMPACT(ED)CONC- CONCRETECMU- CONCRETE MASONRY UNITCONST - CONSTRUCTIONCJ OR C.J. - CONTROL JOINTCONT.- CONTINUOUSCORR. - CORRIDORDTL.- DETAILDEPT.- DEPARTMENTDIA.- DIAMETERDIV.- DIVISIONDBL.- DOUBLEDN- DOWNDS- DOWNSPOUTDWG- DRAWINGD.F.- DRINKING FOUNTAINEA- EACHE.W.- EACH WAYEF- EACH FACEELEC- ELECTRIC(AL)EWC OR E.W.C. - ELECTRIC WATER COOLEREL.- ELEVATIONELEV.- ELEVATOREMER. OR EMERG.- EMERGENCYENCL.- ENCLOSUREENG.- ENGINEEREQ- EQUALEQUIP. - EQUIPMENTEXG- EXISTINGEXP- EXPOSEDEJ OR EJ. OR E.J. - EXPANSION JOINTEXT- EXTERIORF.R.P.- FIBER REINFORCED PLASTICFF- FINISH FLOORFIN- FINISH(ED)FBO- FINISH BY OTHERSF.A.- FIRE ALARMFC- FIRE CODEF.E.- FIRE EXTINQUISHERF.E.C.- FIRE EXTINQUISHER CABINETFP- FIREPROOFF.R.- FIRE RESISTANTFLR- FLOORFD OR F.D. - FLOOR DRAINFLUOR. - FLUORESCENTFT- FOOT (FEET)FTG- FOOTING FDN.- FOUNDATIONFRM.- FRAMEGA- GAGE, GAUGEGALV.- GALVANIZEDGC- GENERAL CONTRACTORGL.- GLASS/GLAZINGGYP. BD. - - GYPSUM BOARD HDWR. - HARDWAREHVAC- HEATING/VENT./AIR COND.HADG- HILTON ACCESSIBILITY DESIGNHC- HOLLOW COREHM- HOLOW METALHORIZ. - HORIZONTALH.B.- HOSE BIBH.W.- HOT WATERHR- HOURIN.- INCH(ES)INCL- INCLUDE(ING)INSUL- INSULATE(ION)INT- INTERIORINV.- INVERTJAN.- JANITOR(IAL)JT- JOINTKIT.- KITCHENK.O.- KNOCKOUTLAM- LAMINATELAV.- LAVATORYLT. WT. - LIGHT WEIGHTLL- LIVE LOADLB. OR LBS. - POUND(S)MFR- MANUFACTURERM.H.- MAN HOLEMAS- MASONRYM.O.- MASONRY OPENINGMAX- MAXIMUMMECH- MECHANICALMED.- MEDIUMMTL- METALMM- MILLIMETERMIN- MINIMUMMISC.- MISCELLANEOUSMR OR M.R. - MOISTURE RESISTANTMTD.- MOUNTEDNAT- NATURALNR- NOISE REDUCTIONNOM- NOMINALNO- NUMBERNIC- NOT IN CONTRACTNTS- NOT TO SCALEOC- ON CENTEROPG- OPENINGOD- OUTSIDE DIAMETEROH- OVERHANGPNL- PANELPBD- PARTICLE BOARDPVMT- PAVEMENTPLF- PER LINEAR FOOTPL- PLATEPLWD- PLYWOODPVC- POLYVINYL CHLORIDEPSF- POUND PER SQ. FOOTPSI- POUND PER SQ. INCHPLBG.- PLUMBINGP.T.- PRESSURE TREATEDRAD- RADIUSREF- REFERENCEREINF- REINFORCE(D)R.A.- RETURN AIRREQ'D- REQUIREDR-RISERRFG- ROOFINGRO OR R.O. - ROUGH OPENINGRD. OR R.D. - ROOF DRAINSHT- SHEETSIM- SIMILARSC- SOLID CORESPK- SPEAKERSPEC- SPECIFICATIONSQ- SQUARESTR - STRUCTURE(AL)SS- STAINLESS STEELST.- STREETSTD.- STANDARDSTL.- STEELSTOR.- STORAGESUSP.- SUSPENDEDSYS- SYSTEMTEL.- TELEPHONETV OR T.V. - TELEVISIONTEMP.- TEMPORARY OR TEMPEREDTHK- THICK(NESS)T&G- TONGUE & GROOVET&B- TOP & BOTTOMT-TREADTS OR T.S. - TUBE STEELTYP.- TYPICALU.N.O.- UNLESS NOTED OTHERWISEVERT.- VERTICALVIF OR V.I.F. - VERIFY IN FIELDVCT- VINYL COMPOSITION TILEVB- VINYL BASEWSCT. - WAINSCOTWC- WATER CLOSETWP- WATERPROOF(ING)W.V.- WATER VALVEWT.- WEIGHTWWF OR W.W.F. - WELDED WIRE FABRICWWM OR W.W.M. - WELDED WIRE MESHW.F.- WIDE FLANGEW- WIDE, WIDTHW/- WITHW/O- WITHOUTWD- WOODWIN- WINDOWCONSTRUCTION ROUTE MAP12/20/2016 3:32:21 PM15-004ABLACKMORE BENDEast Main Investments, LLC1324, 1332, 1340 E. Main St., 203 Haggerty Ln.,Bozeman Montana12-13-2016G000COVER SHEETBLACKMORE BEND1324, 1332, 1340 E. Main St., 203 Haggerty Ln., Bozeman MontanaGENERALG000 COVER SHEETCIVILC101 EXISTING CONDITIONSOC-1 SITE PLAN WITH OFFSITE CONCEPTSUTILITYU101 UTILITY PLANU102 UTILITY PLANLANDSCAPEL100 LANDSCAPING PLANARCHITECTURALA100 SITE PLANA101 SITE DETAILSA102 SITE DETAILSA103 SITE DETAILSTRACT 1 (H-29), TRACT 5C & 5D (H-29-D), TRACT 5 REMAINDER (H-29) PART OF THE REARRANGEMENTOF ELKS CLUB PROPERTY SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 SECTION 8, TOWNSHIP 2 SOUTH,RANGE 6 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OFBOZEMAN, GALLATIN COUNTY, MONTANA1184 N. 15th Ave., Suite 4, Bozeman, MT 59715Phone: (406) 624-0382Email: dcape@jwtcompanies.comPROJECT LOCATIONCIVIL:KLJ ENGINEERS1982 STADIUM DRIVE, SUITE 3BOZEMAN, MT 59715-0697406.404.1849MECH./ELEC:SPECTRUM ENGINEERS324 SOUTH STATE, SUITE 400SALT LAKE CITY, UT 84111801-328-5151LANDSCAPE:CUSTOM EARTH DESIGNS3337 N. 27TH #31BOZEMAN, MT 59718406.539.7030PROJECT LOCATIONCONSTRUCTIONTRAFFICCONSTRUCTIONTRAFFICCONSTRUCTIONTRAFFIC..O-S Leasing Partners, LLP203 Haggerty Ln.Bozeman, MT 59715-9235Phone: 406-595-1250Email: ric@jhoe.com REVISION SCHEDULE NO:DESCRIPTION:DATE: BY:&RS\ULJKW6SULQJHU*URXS$UFKLWHFWV3&1324 E. MAIN STREET, BOZEMAN MONTANA 1188 10(TOTAL GROSS BUILDING SQ. FT. = 40,567)MEZZANINE FLOOR: (3,098 SQ. FT. GROSS)316 SQ. FT. OUTDOOR PATIOGROUND FLOOR: (23,386 SQ. FT. GROSS)69988 89DRIVEWAY RAMPLOADING (TOTAL GROSS BUILDING SQ. FT. = 15,395)1,881 SQ. FT. RETAIL6,714 SQ. FT. OFFICEEXIST. J&H OFFICE BUILDINGBLACKMORE MARKETPLACE BUILDING (2 STORY)3,931 SQ. FT. WAREHOUSE18,369 SQ. FT. GROCERY487.64'1 ( HAGGERTY LANE ' R=276.56'L=158.51'&% 6 :CL=156.35'4RETAINING WALLRETAINING WALL7GEN.LOADING66486EAST MAIN STREETHIGHLAND BLVD.6856441,281 SQ. FT. DINING AREASECOND FLOOR: (14,083 SQ. FT. GROSS)6,565 SQ. FT. OFFICE (2)6,235 SQ. FT. OFFICE (1)B-2B-2B-2B-2R-1B-2DOOR>> >> >> >> >> >> >> >>>>>>>>>> >> >> >> >> >>6 (241.12'1 (97.96' 221.9 6 ' N E1 (234.03'67.02'1 (6 (203.70'50.73'6 (1 (209.03'6 (211.40'242.44' 6 (1 :286.90'1 :82.92'6 : 1 9 5 . 1 0 '1 (24.85'35.05'6 (6 : 100.61'' R=372.10'L=166.11&% 6 (CL=164.73'PAD #2 SITE = 28,198 S.F.PAD #3 SITE = 29,538 S.F.COMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT PHASE 2PHASE 1PHASE 2 STAGING AREAPH A S E 1 PH A S E 2 PHA S E 3 PHA S E 1 PHASE 3 PHASE 3PHASE 2PHASE 2 RAMPRAMPRAMP3,215 SQ. FT. WAREHOUSEPAD #1 1324 E. MAINPAD #3 1332 E. MAINPAD #2 1340 E. MAINADDRESS: 203 HAGGERTY LANETurfTurfLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsTurfTurfTurfTurfTurfTurfPLANT SCHEDULEScale 1"=30'-0" 1188 10(TOTAL GROSS BUILDING SQ. FT. = 40,567)SECOND FLOOR: (6,476 SQ. FT. GROSS)GROUND FLOOR: (10,427 SQ. FT. GROSS)BLACKMORE HAGGERTY BUILDING (2 STORY)6,053 SQ. FT. RESTAURANT2,508 SQ. FT. RETAILMEZZANINE FLOOR: (3,098 SQ. FT. GROSS)316 SQ. FT. OUTDOOR PATIOGROUND FLOOR: (23,386 SQ. FT. GROSS)69988 89DRIVEWAY RAMP10LOADING (TOTAL GROSS BUILDING SQ. FT. = 15,395)1,881 SQ. FT. RETAIL6,714 SQ. FT. OFFICEEXIST. J&H OFFICE BUILDINGBLACKMORE MARKETPLACE BUILDING (2 STORY)3,931 SQ. FT. WAREHOUSE18,369 SQ. FT. GROCERY487.64'N00°21'03"E HAGGERTY LANE D=32°50'19"R=276.56'L=158.51'CB=S16°49'30"WCL=156.35'4RETAINING WALLRETAINING WALL7GEN.LOADING66489116EAST MAIN STREETHIGHLAND BLVD.685644(TOTAL GROSS BUILDING SQ. FT. = 16,903)3,059 SQ. FT. OFFICE (1)2,585 SQ. FT. OFFICE (2)1,281 SQ. FT. DINING AREASECOND FLOOR: (14,083 SQ. FT. GROSS)6,565 SQ. FT. OFFICE (2)6,235 SQ. FT. OFFICE (1)PLIB-2B-2B-2B-2R-1B-2PAD #2 1340 E. MAINDOORS>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>SS>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >>S 66° 54' 40" E241.12'N 33° 02' 09" E97.96' 23° 0 3 ' 0 2 " 221.9 6 ' N EN 90° 00' 00" E234.03'(TOTAL GROSS BUILDING SQ. FT. = 35,552)THIRD FLOOR:6 RESIDENTIAL UNITSSECOND FLOOR:6 RESIDENTIAL UNITSGROUND FLOOR: (13,240 SQ. FT. GROSS)BLACKMORE HIGHLAND BUILDING (2 STORY)10,930 SQ. FT. RETAILPAD #3 1332 E. MAIN(33 UNDERGROUND PARKING SPACES)67.02'N 0° 24' 21" E S 66° 54' 40" E203.70'50.73'S 64° 42' 34" EN 0° 24' 21" E209.03'S 73° 03' 55" E211.40'242.44' S 00° 02' 41" EN 78° 55' 52" W286.90'N 78° 55' 52" W82.92'S 5 5 ° 3 4 ' 0 1 " W 1 9 5 . 1 0 'N 88° 44' 54" E24.85'35.05'S 30° 10' 57" ES 8° 43' 16" W 100.61'PHASE 3D=25°34'39"R=372.10'L=166.11CB=S4°04'04"ECL=164.73'COMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT 30'-0" SEW E R EAS E M E N T 25'-0"SETBACKPHASE 1PHASE 2PHASE 1PHASE 2 STAGING AREAPHASE 1 & 3STAGING AREAPH A S E 1 PH A S E 2 PHA S E 3 PHA S E 125'-0"SETBACK10'-0"SETBACK10'-0"SETBACK PHASE 3 PHASE 3PHASE 2PHASE 2TRASH ENCLOSURE (4),SEE DTL. 2/A101COVERED BIKE RACK,SEE DTL. 1/A101COVERED BIKE RACK,SEE DTL. 1/A104(LOCATION TBD)COVERED BIKE RACK,SEE DTL. 1/A104(LOCATION TBD)COVERED BIKE RACK,SEE DTL. 1/A104(LOCATION TBD)TRASH ENCLOSURE (3), SEE DTL. 4/A101TRASH ENCLOSURE (2),SEE DTL. 3/A101COURTYARD TREEGRATE, SEE DTL. 5/A101COURTYARD BENCH,SEE DTL. 1&2/A102HANDRAIL DETAIL,SEE DTL. 6/A101COMPACT CAR PARKINGSIGN, (TYP. OF 2) SEEDTL. 2/A103TYP. COMPACT PARKINGSTALL, (TYP. OF 10) SEE DTL. 1/A103HDC PARKING STALL,SEE DTL. 3/A102HDC PARKING STALL,SEE DTL. 4/A102HDC PARKING SIGN,SEE DTL. 4/A103HANDRAIL DETAIL,SEE DTL. 6/A101HDC PARKING SIGN,SEE DTL. 4/A103PERMEABLE PAVERS @COURTYARD, SEE DTL.7/A103STREAMLINE BUSSHELTER PER C.O.B.STANDARDSHDC PARKING SIGN,SEE DTL. 4/A103HANDRAIL DETAIL,SEE DTL. 6/A101RAMPRAMPRAMPRETAINING WALL, SEE DTL. 6/A103HDC PARKING STALL,SEE DTL. 5/A102CONCRETE OR ASPHALTPATHWAYCONCRETE OR ASPHALTPATHWAYPARKING LOT LIGHTPOLE BASE DETAIL,SEE DTL. 2/ES101PARKING LOT LIGHTPOLE BASE DETAIL,SEE DTL. 2/ES101BUILDING MOUNTEDLIGHT FIXTURES, TYP.3,215 SQ. FT. WAREHOUSEPAD #1 1324 E. MAINADDRESS: 203 HAGGERTY LANECONTRACTOR'S JOB SITETRAILERJOB SITE DEBRISDUMPSTERCROSSWALK WITHFLASHING PEDESTRIANSIGNALSHANDICAP RAMP12'-0 " U.E.12'-0"U.E.NEW METER CABINETNEW POWERTRANSFORMERTurfTurfLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsTurfTurfTurfTurfTurfTurf12'-0"U.E.VISION TRIANGLEVISION TRIANGLEVISION TRIANGLEVISION TRIANGLEVISION TRIANGLEVISION TRIANGLE1' = 30'-0"MASTER SITE PLAN1A100JOB NO:CHECKED:DRAWN:12-13-2016GAM15-004A100REVISION SCHEDULE NO:DESCRIPTION:DATE: BY:SITE PLANCopyright © 2016 Springer Group Architects, P.C.STATUS:PRELIMINARYRSS203 HAGGERTY LANE, BOZEMAN MONTANA BLACKMORE BEND 1324, 1332, 1340 E. MAIN STREET,OFFICE3006.6232.1235TOTAL PROVIDEDTOTAL AREA 5.327 ACRES232,026 S.F.FLOOROCCUPANCYBLACKMORE MARKETPLACE BUILDING3,93131618,3693,34126915,61410001003003.32.752.05021.8DINING1,2811,089OUTDOOR PATIORETAILWAREHOUSEMEZZANINEGROSS AREAFLOOR AREAFIRST FLR.OCCUPANCYFACTOROCCUPANCY(GROSS)SHARED PARKING / COVEREDBIKE RACK REDUCTION %25022.5OFFICE (1)6,6105,619SECOND FLR..80 (20%).90 (10%).70 (30%).70 (30%).90 (10%)REQUIRED3.01.941.615.220.2FLOOROCCUPANCYEXIST. J&H OFFICE BUILDING1,8813,2156,71430010002506.33.226.9WAREHOUSERETAILGROSS AREAFLOOR AREAOCCUPANCYFACTOROCCUPANCY(GROSS).90 (10%).80 (20%).90 (10%)REQUIRED5.02.924.2FLOOROCCUPANCYBLACKMORE HIGHLAND BUILDING10,9309,29130031.0RETAILFLOOR AREAGROSS AREAOCCUPANCYFACTORFIRST FLR.OCCUPANCY(GROSS)12.0RESIDENTIAL (6 UNITS)SECOND FLR..80 (20%).50 (50%)REQUIRED24.8TOTAL6.0TOTAL102.132.112.0THIRD FLR.RESIDENTIAL (6 UNITS)6.0.50 (50%)87.1FLOOROCCUPANCYBLACKMORE HAGGERTY BUILDING4,0002,3403,4001,9895068.0DINING/SERVINGRETAILGROSS AREAFLOOR AREAFIRST FLR.OCCUPANCYFACTOROCCUPANCY(GROSS).80 (20%).70 (30%)REQUIRED47.65.3TOTAL36.82,053(8 EMPLOYEES)8.0KITCHEN.00 (00%)8.01,1921,01310010.1OUTDOOR PATIO.70 (30%)7.1SECOND FLR..90 (10%)OFFICE (1) 3,0592,60025010.4.90 (10%)9.4TOTALBLACKMORE BEND PARKING CALCULATIONS TOTAL ALL BUILDINGS257.8TRANSIT AVAILIBILTY REDUCTIONS @ 10%(25.8)TOTAL REQUIREDDESCRIPTIONSITE INFORMATION57,40478,439232,02624.7%33.8%100%AREA% OF TOTAL96,18341.5%TOTAL AREA OF LANDSCAPINGTOTAL FOOTPRINT OF BUILDINGSTOTAL AREA OF DRIVE & PARKINGTOTAL LOT AREADESCRIPTIONAREA3,09814,08323,389BLACKMORE MARKETPLACEFLOORFIRSTMEZZANINESECONDTOTAL40,57012,404J&H OFFICE BUILDINGBUSINESS2,991WAREHOUSETOTAL15,39513,240HIGHLAND BUILDINGFIRSTSECONDTHIRDTOTAL11,08311,08335,873HAGGERTY BUILDING10,427FIRSTSECOND5,768TOTAL13,938105,776TRACT 1 (H-29), TRACT 5C & 5D (H-29-D), TRACT 5REMAINDER (H-29) PART OF THE REARRANGEMENTOF ELKS CLUB PROPERTY SUBDIVISION LOCATEDIN THE SOUTHWEST 1/4 SECTION 8, TOWNSHIP 2 SOUTH,RANGE 6 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OFBOZEMAN, GALLATIN COUNTY, MONTANALEGAL DESCRIPTIONEAST MAIN INVESTMENTS, LLC1184 N 15TH AVE, SUITE 4BOZEMAN, MT 59715OWNER/DEVELOPEROFFICE (2)6,513250.90 (10%)5,53622.119.9OFFICE (2) 2,5852,1972508.87.9FLOOR AREA OF BUILDINGSF.A.R. = BUILDING AREA / LOT AREATOTAL LOT AREA = 232,026TOTAL FLOOR AREA OF BUILDINGSFLOOR AREA RATIO (F.A.R.)FOOTPRINT OF BLACKMORE MARKETPLACE = 23,389FOOTPRINT OF J&H OFFICE BUILDING =10,348TOTAL BUILDING AREA = 57,404F.A.R. = 57,404 / 232,026 =.247 FOOTPRINT OF BLACKMORE HAGGERTY BUILDING = 10,427FOOTPRINT OF BLACKMORE HIGLAND BUILDING = 13,240SHARED PARKING / COVEREDBIKE RACK REDUCTION %SHARED PARKING / COVEREDBIKE RACK REDUCTION %SHARED PARKING / COVEREDBIKE RACK REDUCTION %O-S LEASING PARTNERS, LLP203 HAGGERTY LN.BOZEMAN, MT 59715-9235PHONE: 406-595-1250EMAIL: ric@jhoe.comSTORAGE2,3562,00310002.0.90 (10%)1.8 (SIDE ELEVATIONS SIMILAR)FRONTELEVATIONPIVOTING LATCH CHANNELFORMED FROM SQ. TUBE.TOP HANDLE AND BOLTPIVOTPROVIDE MTL. ROD ANDSLEEVE TO RETAIN GATESIN CLOSED POSITION FORTRASH STORAGE.2 1/2x2 1/2x3/16 T.S. GATE FRAME W/ 20 GA. 7/8"CORRUGATED PANELS, TYP.H.D. CONC. CAP4" DIA. BOLLARD(TYP. OF 8)6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVEL6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVELSLOPETO DRAINSLOPETO DRAINPLANDASHED LINE INDICATESA 50'-0" LONG APPROACHCLEARANCE FOR TRASHPICKUPDUMPSTERDUMPSTERDUMPSTERDUMPSTER32' - 8"16' - 1"6"16' - 1"2' - 0"4' - 0"4' - 0"2' - 0"2' - 0"4' - 0"4' - 0"2' - 0"6"6"9' - 8"10' - 8"4" DIA. BOLLARDUSED AS GATE STOP2' - 0"PROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.6' - 0"1' - 0"5' - 0"6" PAINTED CMU WALL W/ SOLID GROUT & #4 BAR @ 4'-0" O.C. EA. WAY2'-0" 4'-0" 4'-0" 2'-0" 3'-5" 4'-0"(SIDE ELEVATIONS SIMILAR)FRONTELEVATIONPIVOTING LATCH CHANNELFORMED FROM SQ. TUBE.TOP HANDLE AND BOLTPIVOTH.D. CONC. CAP4" DIA. BOLLARD(TYP. OF 6)6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVEL6" PAINTED CMU WALLW/ SOLID GROUT & #4BAR @ 4'-0" O.C. EA.WAYPLANDASHED LINE INDICATESA 50'-0" LONG APPROACHCLEARANCE FOR TRASHPICKUPDUMPSTERDUMPSTERDUMPSTERCMU RETAINING WALL W/ H.D. CONC. CAP10' - 0"8"28' - 0"6"15' - 7"6"10' - 11"6"SLOPETO DRAINPROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.2 1/2x2 1/2x3/16 T.S. GATE FRAME W/ 20 GA. 7/8"CORRUGATED PANELS, TYP.PROVIDE MTL. ROD ANDSLEEVE TO RETAIN GATESIN CLOSED POSITION FORTRASH STORAGE.4" DIA. BOLLARDUSED AS GATE STOP2' - 0"6' - 0"1' - 0"5' - 0"(SIDE ELEVATIONS SIMILAR)FRONTELEVATIONPIVOTING LATCH CHANNELFORMED FROM SQ. TUBE.TOP HANDLE AND BOLTPIVOTH.D. CONC. CAP4" DIA. BOLLARD(TYP. OF 4)6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVEL6" PAINTED CMU WALLW/ SOLID GROUT & #4BAR @ 4'-0" O.C. EA.WAYSLOPETO DRAINPLANDASHED LINE INDICATESA 50'-0" LONG APPROACHCLEARANCE FOR TRASHPICKUPDUMPSTERDUMPSTER18' - 0"10' - 8"BUILDING LINE2' - 8 1/2"4' - 0"3' - 7"4' - 0"2' - 8 1/2"6"EXISTING BUILDINGCORNER OF J&H OFFICESUPPLYBUILDING LINEPROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.2 1/2x2 1/2x3/16 T.S. GATE FRAME W/ 20 GA. 7/8"CORRUGATED PANELS, TYP.1' - 0"5' - 0"PROVIDE MTL. ROD ANDSLEEVE TO RETAIN GATESIN CLOSED POSITION FORTRASH STORAGE.PLANSECTIONPERSPECTIVECOURTYARDTREE GRATEAVAILABLE IN POWDER COAT AND DURACOAT FINISHESSECTION /PERSPECTIVE4' - 0"4' - 0"2' - 0"4' - 0 1/2"1/2"x1"x 1/4" THICK GRINDINGPADS, TYP. 4 OR MORE PLACESTREE GUARD LUGS48"x48" ADA COMP.CAST IRON TREE GRATETREE GRATE HALVESBOLTED TOGETHERW/ (2) 1/2x13x3 STNLS.STEEL HEX BOLT AND HEX NUT W/ WASHERS1-1/2" DIA. POWDERCOATED STEEL TUBING3' - 0"2' - 2"1' - 0"3' - 0"1' - 0"PLAN VIEWSECTION VIEWSIDE VIEWPERSPECTIVE VIEWSIDEWALK5' - 0"MIN.1' - 4"3'-0" PHASE 2&310"MIN.4' - 0"1'-0" PHASE 2&32' - 8"1' - 4"7' - 6"NOTE:IT IS THE RESPONSIBILITY OF THEINTSTALLER TO ENSURE THAT ALL BASE MATERIALS INTO WHICH THE SHELTER WILL BE INSTALLED CAN SUPPORT THE RACK AND WILL NOTBE DAMAGED BY ANY REQUIRED INSTALLATION PROCEDURES. SEESTRUCTURAL DRAWINGS FOR DETAILSSURFACE MOUNTEDBIKE SHELTER W/ POWDERCOAT FINISHNOTE: SEE INSTALLATION SPECIFICATIONS BY MFR. FOR REQUIRED MATERIALS AND PROPERINSTALLATION.4" CONCRETE SLAB16" (MIN.) THICK CONCRETE PADW/ BAR AS REQ'D12"X12"X5/8" BASE PL. W/(4) 3/4" DIA. SIMPSON TORQ-CUT WEDGE ACHORS(12" MIN. EMBED) AT EACHCOLUMN6"BUILDING LINE (PHASE 1 ONLY)BUILDING FND. (PHASE 1 ONLY)1/2" EXPANSION JOINT1/4:12 SLOPEBUILDING LINEBUILDING LINEBUILDING LINEBUILDING LINELANDSCAPE AREABUILDING LINEBUILDING LINETYPICAL GATE SECTION5' - 0"1' - 0"2 1/2"x2 1/2"x3/16"T.S. GATE FRAME1x1x1/4 ANGLEPL. WELDED TO T.S. FRAME (TOP& BOTTOM)3/4x3/4 SQ. TUBEX-BRACING20 GA. 7/8" CORRUGATED PANELS ON EXTERIOR FACE OF GATE (COLOR TO MATCH BUILDINGS ON SITE)MTL. CHANNEL TO BE WELDEDTO T.S. FRAMEMTL. ANGLE TO BE WELDEDTO T.S. FRAMEPROVIDE MTL. FLASHING@ BOTTOM OF GATEATTACH MTL. PANELS @ THISLOCATIONATTACH MTL. PANELS @ THIS LOCATIONPROVIDE A MTL. PLATE TO STABILIZE THE T.S. FRAME AND ALLOW FOR CORRUGATED PANELS TO BE ATTACHEDAT THIS LOCATIONNOTE:PROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.ALL HINGE POINTS TO BEWELDED ON SITE TO PROVIDEPROPER ASSEMBLY ANDFUNCTION OF GATES.CONC. SLABJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:28:23 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA101BLACKMOREMARKETPLACE BUILDINGSITE DETAILSDESIGN SET 1/4" = 1'-0"A10124 CONTAINER TRASH ENCLOSURE 1/4" = 1'-0"A10143 CONTAINER TRASH ENCLOSURE 1/4" = 1'-0"A10132 CONTAINER TRASH ENCLOSURE 1/2" = 1'-0"A1015COURTYARD TREE GRATE DETAIL 3/4" = 1'-0"A1016HANDRAIL DETAIL 1/2" = 1'-0"A1011BIKE RACK DETAIL @ BLACKMORE MARKETPLACENOT USED(PHASE 2 & 3 ONLY)REVISION SCHEDULENO: DESCRIPTION: DATE: BY: FRONT ELEVATION & REAR ELEVATIONSECTIONPLANSIDE ELEVATION2' - 8"1' - 4"8"8"1' - 4"1' - 6"1' - 2"8"1' - 4"2' - 8"1' - 6"1' - 6"7' - 4"1' - 6"20' - 0"1' - 6"7' - 4"1' - 6"STRUCTURAL PLAN4" CONC. SIDEWALK4" CONC. SIDEWALK5"2"6' - 0"2"6' - 6"2"6' - 0"2"5"ELEVATED PLANTING AREAELEVATED PLANTING AREA4" CONC. SIDEWALK / PATIO8 3/4"6"3 1/4"6"x6"x1/4" T.S. POST,(4 POSTS TOTAL EACH SIDE)2"x2"x1/4" T.S.H.D. CONC. CAPH.D. CONC. CAPH.D. CONC. CAP12"x12"x1/4" STL.PLATE W/ 4 ANCHORSEMBEDDED IN CONC.8"18' - 8"8"8"6' - 0"8"20' - 0"20' - 0"8"18' - 8"8"8"6' - 0"8"20' - 0"2' - 11"2"2' - 11"3' - 2"2"3' - 2"FINISH GRADEELEVATED PLANTINGAREA2"2' - 11"2"2' - 11"2"3' - 2"2"3' - 2"2"2' - 11"2"2' - 11"2"5"2' - 11"2"2' - 11"20' - 0"2x4 REDWOOD PLANKINGW/ REDWOOD SPACERS1' - 6"1"1"2A102Sim2A102Sim2x2x3/16 T.S. VERTICALBAR @ INTERMEDIATELOCATIONS BETWEENT.S. POSTS(BENCH STRUCTURE IS SIMULAR ON OPPOSITE SIDE)8x8x16 CHISEL FACE CMU BLOCK (ACCENT BAND -TO MATCH COLOROF BUILDING)8x8x16 SMOOTH FACE CMU BLOCK (TO MATCH COLOR OF BUILDING)5"2"6' - 0"2"6' - 6"2"6' - 0"2"5"2' - 11"2"2' - 11"3' - 2"2"3' - 2"2' - 11"2"2' - 11"6x17-1/2x3/16" STL PLATE W/1 1/2" LONG SCREWS @ EA.REDWOOD PLANKPLANSCALE: 1/4" = 1'-0"9' - 0"5' - 0"HDC SIGN @ EACH HDCPARKING STALL, SEE 4/A1036" CONC. CURB4" WIDE YELLOWPARKING STRIPERAMP UP1:12RAMP UP1:1218' - 0"SPILL CURBADA DETECTABLE WARNINGPLATE W/ TRUNCATEDDOMES (POWDER COATEDCOLOR TO BE DETERMINED)RAMP UP1:125' - 4"6' - 0"5' - 0"CONC. SIDEWALKPRECAST CONC.WHEEL STOP, TYP.@ ALL HDC PARKING STALL LOCATIONS2' - 0"PLANSCALE: 1/4" = 1'-0"9' - 0"UNLOADING ZONE5' - 0"9' - 0"9' - 0"UNLOADING ZONE9' - 0"9' - 0"HDC SIGN @ EACH HDCPARKING STALL, SEE 4/A1036" CONC. CURB4" WIDE YELLOWPARKING STRIPERAMP UP1:12RAMP UP1:1218' - 0"6' - 0"SPILL CURB6" CONC. CURBADA DETECTABLE WARNINGPLATE W/ TRUNCATEDDOMES (POWDER COATEDCOLOR TO BE DETERMINED)6' - 0"32' - 4"6' - 0"PRECAST CONC.WHEEL STOP, TYP.@ ALL HDC PARKING STALL LOCATIONS2' - 0"PLANSCALE: 1/4" = 1'-0"HDC SIGN @ EACH HDCPARKING STALL, SEE 4/A1036' - 0"9'-4" V.I.F.6' - 0"6" CONC. CURB4" WIDE YELLOWPARKING STRIPERAMP UP1:12RAMP UP1:1218' - 0"6' - 0"SPILL CURB6" CONC. CURBADA DETECTABLE WARNINGPLATE W/ TRUNCATEDDOMES (POWDER COATEDCOLOR TO BE DETERMINED)9' - 0"9' - 0"9' - 0"PRECAST CONC.WHEEL STOP, TYP.@ ALL HDC PARKING STALL LOCATIONS2' - 0"2x4 REDWOOD PLANKINGW/ REDWOOD SPACERS2x2x3/16 T.S. KNEE BRACE,SEE ELEVATIONS2x2x3/16 T.S. HORIZONTALBAR 6x6x1/4 T.S.POST2x2x3/16 T.S. HORIZONTALBAR, SEE ELEVATIONSH.D. CONC. CAP.8x8x16 SMOOTH FACE CMU BLOCK8x8x16 CHISEL FACECMU BLOCK12x12x1/4" STL. PLATEW/ 4 CONC. ANCHORSNOTE:ALL STL. CONNECTIONSARE TO BE WELDED .ELEVATED PLANTING AREA2x2x3/16 T.S. VERTICALBAR @ INTERMEDIATELOCATIONS BETWEENT.S. POSTS6x17-1/2x3/16" STL PLATE W/1 1/2" LONG SCREWS @ EA.REDWOOD PLANKJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:29:05 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA102BLACKMOREMARKETPLACE BUILDINGSITE DETAILSDESIGN SET 1/2" = 1'-0"A1021PARK BENCH DETAIL 1/4" = 1'-0"A1023HDC PARKING W/ 5' UNLOAD ZONE (J&H OFFICE) 1/4" = 1'-0"A1024HDC PARKING W/9' UNLOAD ZONE (FRONT OF GROCERY STORE) 1/4" = 1'-0"A1025HDC PARKING W/ 9' UNLOAD ZONE (TYP. OF 3) 1 1/2" = 1'-0"A102RE: 1/ A1022PARK BENCH SECTIONREVISION SCHEDULENO: DESCRIPTION: DATE: BY: STEEL HANDICAP PARKINGSIGN (WHITE SYMBOLS ANDLETTERS ON BLUEBACKGROUND)STEEL POST SET INCONCRETE BASETOP OF CURB/WALK ORFINISH GRADE12" DIA. x 24" CONC. BASE.SLOPE TO DRAINPERMITREQUIRED$100 FINEVANACCESSIBLEHANDICAPPEDPARKING ONLYVAN ACC.SIGN2'-0"1'-6"6"1'-0"2'-0"1'-0"6'-0"ONLYSIGNSBETWEENCARSCOMPACT1' - 2"30" MIN.3'-0" MIN. TO FINISH GRADE1' - 4"1 1/2" HIGH HELVETICALETTERS (BLACK ON WHITE)4"x2" KALCOLOR BRONZEANODIZED ALUMINUM FRAME W/ FIBERGLASS INSERT (BY BESTSIGN SYSTEMS MFG., MONTROSE, CO.)OR APPROVED EQUIVALENT12"x12"x6" CONCRETE SETTING BLOCKNOTE:SIGN SHOWN IS TYPICAL OF TWO(2). SIGN WILL BE MIRRORED ATOPPOSITE ENDS OF PARKING.TRASH RECEPTACLEBOTTOM VIEWMOUNTING DETAIL*Available in powder coat and DuraCoat finishes40.6745.46FRONT VIEWTOP VIEW12.12PERSPECTIVESTEEL FLAT BARVERTICAL STRAPSSTL. DOMESTL. ROUND BARSTL. FLAT BAR SUPPORT RINGSSTAINLESS STL.MOUNTING PLATECORROSION-RESISTANTANCHORING HARDWAREBY GENERAL CONTRACTOR*Available in powder coat and DuraCoat finishes71 O.C.33.7772FRONT VIEW1720.87 CENTEROF HOLESRIGHT SIDE VIEW26.37TOP VIEWSTL. FLAT BARSEAT STRAPSSTL. SUPPORTPIPESPERSPECTIVECORROSION-RESISTANTANCHORING HARDWAREBY GENERAL CONTRACTORPARK BENCHPLANSCALE: 1/4" = 1'-0"6" CONC. CURB4" WIDE YELLOWPARKING STRIPE16'-0" MIN.SPILL CURB9' - 0"9' - 0"9' - 0"COMPACTCOMPACTCOMPACTCOMPACT PARKING STALLSIGNAGE, SEE DTL.2/A103CONCRETE CURB SET 1/4" BELOWTOP OF PAVERS AND CONTROLJOINTS AS REQUIREDPERMEABLE CONCRETE PAVERS2 3/8" MIN. THICKNESSGEOTEXTILE 12" WIDE, TURNUP AGAINST CURB1" THICK BEDDING SANDCOMPACTED AGGREGATE BASE4" MIN. THICKNESSGEOTEXTILE AS REQUIREDCOMPACTED SOIL SUBGRADENOTES:1.THICKNESS OF BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE.COLDER CLIMATES MAY REQUIRE THICKER BASES.2.CUNSULT GEO-TECH REPORT FOR GUIDELINES AND SPECIFICATIONSFOR BASE MATERIALS, SUBGRADE SOIL AND BASE COMPACTION.4' - 0"FINISH GRADEFINISH GRADENOTE:1.EXPOSED SIDE OF CMU RETAINING WALLTO MATCH THE H.D. CONC BLOCK COLORON THE BUILDINGS.2. REFER TO SITE GRADING PLAN TO DETERMINEHEIGHT OF WALL AND LOCATIONS TO STEPTHE WALLH.D. CONC. WALL CAP8x8x16 CHISEL FACE CMU BLOCK RETAINING WALL(GROUTED FULL)PROPERTY LINESOME LOCATIONSJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:29:48 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA103BLACKMOREMARKETPLACE BUILDINGSITE DETAILSDESIGN SET 3/4" = 1'-0"A1034HDC PARKING SIGN 1" = 1'-0"A1032COMPACT CAR PARKING SIGN 1" = 1'-0"A1033TRASH RECEPTACLE DETAIL 1" = 1'-0"A1035STL. PARK BENCH DETAIL 1/4" = 1'-0"A1031TYP. COMPACT PARKING STALL 1" = 1'-0"A1037PERMEABLE PAVERS @ COURTYARD 3/4" = 1'-0"A1036DECORATIVE RETAINING WALL - STEPPED WALLREVISION SCHEDULENO: DESCRIPTION: DATE: BY: REVISION SCHEDULE NO:DESCRIPTION:DATE: BY:&RS\ULJKW6SULQJHU*URXS$UFKLWHFWV3&1324 E. MAIN STREET, BOZEMAN MONTANA 1188 10(TOTAL GROSS BUILDING SQ. FT. = 40,567)MEZZANINE FLOOR: (3,098 SQ. FT. GROSS)316 SQ. FT. OUTDOOR PATIOGROUND FLOOR: (23,386 SQ. FT. GROSS)69988 89DRIVEWAY RAMPLOADING (TOTAL GROSS BUILDING SQ. FT. = 15,395)1,881 SQ. FT. RETAIL6,714 SQ. FT. OFFICEEXIST. J&H OFFICE BUILDINGBLACKMORE MARKETPLACE BUILDING (2 STORY)3,931 SQ. FT. WAREHOUSE18,369 SQ. FT. GROCERY487.64'1 ( HAGGERTY LANE ' R=276.56'L=158.51'&% 6 :CL=156.35'4RETAINING WALLRETAINING WALL7GEN.LOADING66486EAST MAIN STREETHIGHLAND BLVD.6856441,281 SQ. FT. DINING AREASECOND FLOOR: (14,083 SQ. FT. GROSS)6,565 SQ. FT. OFFICE (2)6,235 SQ. FT. OFFICE (1)B-2B-2B-2B-2R-1B-2DOOR>> >> >> >> >> >> >> >>>>>>>>>> >> >> >> >> >>6 (241.12'1 (97.96' 221.9 6 ' N E1 (234.03'67.02'1 (6 (203.70'50.73'6 (1 (209.03'6 (211.40'242.44' 6 (1 :286.90'1 :82.92'6 : 1 9 5 . 1 0 '1 (24.85'35.05'6 (6 : 100.61'' R=372.10'L=166.11&% 6 (CL=164.73'PAD #2 SITE = 28,198 S.F.PAD #3 SITE = 29,538 S.F.COMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT PHASE 2PHASE 1PHASE 2 STAGING AREAPH A S E 1 PH A S E 2 PHA S E 3 PHA S E 1 PHASE 3 PHASE 3PHASE 2PHASE 2 RAMPRAMPRAMP3,215 SQ. FT. WAREHOUSEPAD #1 1324 E. MAINPAD #3 1332 E. MAINPAD #2 1340 E. MAINADDRESS: 203 HAGGERTY LANETurfTurfLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsTurfTurfTurfTurfTurfTurfPLANT SCHEDULEScale 1"=30'-0" STREET ADDRESSOWNER / DEVELOPERLEGAL DESCRIPTIONDESIGN CRITERIAOCCUPANCY TYPES:'M', 'B' (SEE CODE INFO. SHEET)OCCUPANCY SEPARATION: NONE (SEE CODE INFO. SHEET)TYPE OF CONSTRUCTION: V-B (SEE CODE INFO. SHEET)BUILDING HEIGHT:40'-0"NO. OF STORIES:2-STORIESAUTOMATIC SPRINKLERS: YES, PER NFPA 13FROST DEPTH:48 INCHESBASIC GROUND SNOW LOAD: 41 PSFDESIGN WIND SPEED:90 MPH, EXPOSURE 'C'SEISMIC DESIGN CATEGORY: 'D'CURRENT ZONING:B-2GROSS SQ. FT. 23,389 FIRST LEVEL 3,098 MEZZANINE14,083 SECOND LEVEL40,570 TOTAL GROSS SQ. FT.DRAWING INDEXABBREVIATIONSPROJECT INFORMATIONCopyright © 2016 Springer Group Architects, P.C.CONSULTANTS:GRAVELMASONRYMETALCONCRETEEARTHBATT INSULATIONRIGID INSULATIONFINISH WOODACOUSTIC TILEROUGH WOODMATERIAL SYMBOLSVICINITY MAPGENERAL NOTESTHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FIELD MEASUREMENTS PRIOR TO ORDERING MATERIALS & PRE-FABRICATINGITEMS. ANY NECESSARY ADJUSTMENTS IN FIELD MEASUREMENTS AND/OR BETWEEN FIELD MEASUREMENTS AND DRAWINGS SHALL BE MADE IN ACCORDANCE WITH THE DECISION OF THE OWNER.CONTRACTOR SHALL PROVIDE BACKING/BLOCKING AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT, FURNISHINGS, ETC.CONTRACTOR IS TO SUPPLY AND INSTALL A 4'-0" x 8'-0" BUILDING CONSTRUCTION SIGN WHICH STATES THE FOLLOWING:GENERAL CONTRACTOR OWNER / DEVELOPERADDRESS & PHONE ADDRESS & PHONEARCHITECT DEVELOPMENT NAMEADDRESS & NAME ADDRESS & NAMEALL PARTITION DIMENSIONS ARE TO FACE OF FRAMING OR TO CENTER-LINE OF PARTITIONS, STRUCTURAL COLUMNS, AND BEAMS U.N.O.ALL COMBUSTIBLE MATERIALS TO BE MINIMUM OF 1" CLEAR OF ALL HEAT TRANSFERING VENT STACKS. APPROVED FLASHING TO BE INSTALLED AT ALL CHIMNEYS, WALL-TO-ROOF INTERSECTIONS, AROUND ALL ROOF PENETRATIONS, AND ABOVEALL EXTERIOR DOOR AND WINDOW OPENINGS.EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF ANDBETWEEN WALLS AND PANELS. OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR, AND ROOFS, AND ALL OTHERSUCH OPENINGS INTO THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES SHALL BE SEALED, CAULKED, GASKETED,OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. ALL EXTERIOR DOORS, OTHER THAN FIRE-RATED DOORS, SHALL BE DESIGNED TO LIMIT AIRLEAKAGE AROUND THEIR PERIMETER WHEN IN THE CLOSED POSITION.PROVIDE GYPSUM WALLBOARD OF TYPE AND THICKNESS INDICATED ON DRAWINGS. GYPSUM BOARD WORK AND MATERIALS SHALL MEET ALLREQUIREMENTSOF ANSI NO. A 97-1 FOR THE "APPLICATION AND FINISHING OF WALLBOARD" JOINT COMPOUND SYSTEM MIXED, APPLIED ANDFINISHED IN COMPLIANCE WITH MANUFACTURERS PRINTED DIRECTIONS. TO BE INVISIBLE AFTER FINISHED, INCLUDING ALL METAL CORNERBEADS AND TRIM.@-AT#- POUND(S) OR NUMBER+/-- PLUS MINUSAFF- ABOVE FINISH FLOORAC- ACOUSTICAL ACT - ACOUSTICAL CEILING TILEADJ- ADJACENTA/C- AIR CONDITIONINGALT- ALTERNATIVEALUM.- ALUMINUMALT- ALTERNATIVEALUM.- ALUMINUMA.B.- ANCHOR BOLTAPPD- APPROVEDAPPROX. - APPROXIMATEARCH- ARCHITECT(URAL)BSMT- BASEMENTBM.- BEAMBRG- BEARINGBLKG- BLOCKINGBD- BOARDBOT- BOTTOMBLDG- BUILDINGB.U.R.- BUILT UP ROOFINGCAB- CABINETCLG- CEILINGC\C OR C.C. - CENTER TO CENTERCL OR C.L. - CENTERLINECT- CERAMIC TILECLR- CLEARC.W.- COLD WATERCOL- COLUMNCF OR C.F. - COMMUNICATION FEATURESCOMP. - COMPACT(ED)CONC- CONCRETECMU- CONCRETE MASONRY UNITCONST - CONSTRUCTIONCJ OR C.J. - CONTROL JOINTCONT.- CONTINUOUSCORR. - CORRIDORDTL.- DETAILDEPT.- DEPARTMENTDIA.- DIAMETERDIV.- DIVISIONDBL.- DOUBLEDN- DOWNDS- DOWNSPOUTDWG- DRAWINGD.F.- DRINKING FOUNTAINEA- EACHE.W.- EACH WAYEF- EACH FACEELEC- ELECTRIC(AL)EWC OR E.W.C. - ELECTRIC WATER COOLEREL.- ELEVATIONELEV.- ELEVATOREMER. OR EMERG.- EMERGENCYENCL.- ENCLOSUREENG.- ENGINEEREQ- EQUALEQUIP. - EQUIPMENTEXG- EXISTINGEXP- EXPOSEDEJ OR EJ. OR E.J. - EXPANSION JOINTEXT- EXTERIORF.R.P.- FIBER REINFORCED PLASTICFF- FINISH FLOORFIN- FINISH(ED)FBO- FINISH BY OTHERSF.A.- FIRE ALARMFC- FIRE CODEF.E.- FIRE EXTINQUISHERF.E.C.- FIRE EXTINQUISHER CABINETFP- FIREPROOFF.R.- FIRE RESISTANTFLR- FLOORFD OR F.D. - FLOOR DRAINFLUOR. - FLUORESCENTFT- FOOT (FEET)FTG- FOOTING FDN.- FOUNDATIONFRM.- FRAMEGA- GAGE, GAUGEGALV.- GALVANIZEDGC- GENERAL CONTRACTORGL.- GLASS/GLAZINGGYP. BD. - - GYPSUM BOARD HDWR. - HARDWAREHVAC- HEATING/VENT./AIR COND.HADG- HILTON ACCESSIBILITY DESIGNHC- HOLLOW COREHM- HOLOW METALHORIZ. - HORIZONTALH.B.- HOSE BIBH.W.- HOT WATERHR- HOURIN.- INCH(ES)INCL- INCLUDE(ING)INSUL- INSULATE(ION)INT- INTERIORINV.- INVERTJAN.- JANITOR(IAL)JT- JOINTKIT.- KITCHENK.O.- KNOCKOUTLAM- LAMINATELAV.- LAVATORYLT. WT. - LIGHT WEIGHTLL- LIVE LOADLB. OR LBS. - POUND(S)MFR- MANUFACTURERM.H.- MAN HOLEMAS- MASONRYM.O.- MASONRY OPENINGMAX- MAXIMUMMECH- MECHANICALMED.- MEDIUMMTL- METALMM- MILLIMETERMIN- MINIMUMMISC.- MISCELLANEOUSMR OR M.R. - MOISTURE RESISTANTMTD.- MOUNTEDNAT- NATURALNR- NOISE REDUCTIONNOM- NOMINALNO- NUMBERNIC- NOT IN CONTRACTNTS- NOT TO SCALEOC- ON CENTEROPG- OPENINGOD- OUTSIDE DIAMETEROH- OVERHANGPNL- PANELPBD- PARTICLE BOARDPVMT- PAVEMENTPLF- PER LINEAR FOOTPL- PLATEPLWD- PLYWOODPVC- POLYVINYL CHLORIDEPSF- POUND PER SQ. FOOTPSI- POUND PER SQ. INCHPLBG.- PLUMBINGP.T.- PRESSURE TREATEDRAD- RADIUSREF- REFERENCEREINF- REINFORCE(D)R.A.- RETURN AIRREQ'D- REQUIREDR-RISERRFG- ROOFINGRO OR R.O. - ROUGH OPENINGRD. OR R.D. - ROOF DRAINSHT- SHEETSIM- SIMILARSC- SOLID CORESPK- SPEAKERSPEC- SPECIFICATIONSQ- SQUARESTR - STRUCTURE(AL)SS- STAINLESS STEELST.- STREETSTD.- STANDARDSTL.- STEELSTOR.- STORAGESUSP.- SUSPENDEDSYS- SYSTEMTEL.- TELEPHONETV OR T.V. - TELEVISIONTEMP.- TEMPORARY OR TEMPEREDTHK- THICK(NESS)T&G- TONGUE & GROOVET&B- TOP & BOTTOMT-TREADTS OR T.S. - TUBE STEELTYP.- TYPICALU.N.O.- UNLESS NOTED OTHERWISEVERT.- VERTICALVIF OR V.I.F. - VERIFY IN FIELDVCT- VINYL COMPOSITION TILEVB- VINYL BASEWSCT. - WAINSCOTWC- WATER CLOSETWP- WATERPROOF(ING)W.V.- WATER VALVEWT.- WEIGHTWWF OR W.W.F. - WELDED WIRE FABRICWWM OR W.W.M. - WELDED WIRE MESHW.F.- WIDE FLANGEW- WIDE, WIDTHW/- WITHW/O- WITHOUTWD- WOODWIN- WINDOWPROJECT ACCESSIBILTY THESE PLANS HAVE BEEN DESIGNED IN COMPLIANCE WITH ICC A117.1 AND THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. ADDITIONALACCESSIBILITY REQUIREMENTS MAY ALSO BE REQUIRED BY STATE OR LOCAL AUTHORITIES HAVING JURISDICTION (AHJ). THE TERM "ACCESSIBLE"WILL BE USED THROUGHOUT THESE PLANS TO REFER TO THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN WHICH ARE MANDATED FOR PLACESOF PUBLIC ACCOMMODATIONBY TITLE III REGULATIONSOF THE ADA AT 28 CFR PART 36, SUBPART D; AND MUST FOLLOW THE 2004 ADAAG AT 36CFT PART 1191, APPENDICES B AND D. OWNER MUST ALSO ENSURE THAT THE FACILITY IS CONSTRUCTED AND MAINTAINED IN COMPLIANCEWITH THE ADA STANDARDS.ADOPTED BUILDING CODESTHE FOLLOWING ARE BUILDING CODES THAT HAVE BEEN ADOPTED BY THE CITY OF BOZEMAN:- INTERNATIONAL BUILDING CODE, 2012 EDITION- INTERNATIONAL ENERGY CONSERVATION CODE, 2012 EDITION- INTERNATIONAL EXISTING BUILDING CODE, 2012 EDITION- INTERNATIONAL FUEL GAS CODE, 2012 EDITION- INTERNATIONAL MECHANICAL CODE, 2012 EDITION- INTERNATIONAL RESIDENTIAL CODE, 2012 EDITION- NATIONAL ELECTRICAL CODE, 2014 EDITION- UNIFORM PLUMBING CODE, 2012 EDITIONTHE BUILDER ACKNOWLEDGES THESE CODES ARE APPLICABLE TO ALL SHEETS, NOTES AND TABLES IN THESE PLANSAND ASSURES THE LOCAL JURISDICTION HE OR SHE WILL COMPLY WITH ALL CURRENT AND LOCAL CODES.CONSTRUCTION ROUTE MAP12/12/2016 1:27:07 PM15-004ABLACKMORE MARKETPLACEBUILDINGEast Main Investments, LLC1324 E. Main St., Bozeman Montana12-13-2016G000COVER SHEETBLACKMOREMARKETPLACE BUILDING1324 E. Main St., Bozeman MontanaGENERALG000 COVER SHEETCIVILC001 LEGEND AND GENERAL NOTESC101 EXISTING CONDITIONSC102 SITE PLANC201 GRADING PLANC202 GRADING DETAILSC203 EROSION CONTROLC301 SANITARY SEWER PLAN AND PROFILEC302 WATER PLAN AND PROFILEC303 WATER PLAN AND PROFILEC304 STORM DRAIN PLAN AND PROFILEC305 STORM DRAIN PLAN AND PROFILEC401 DETAILSC402 PAVING PLANELECTRICAL-SITEES101 ELECTRICAL SITE PLANES102 SITE LIGHTING PHOTOMETRICSLANDSCAPEL100 LANDSCAPING PLANARCHITECTURALA100 SITE PLANA101 SITE DETAILSA102 SITE DETAILSA103 SITE DETAILSA104 SITE DETAILSA300 EXTERIOR ELEVATIONSA301 EXTERIOR ELEVATIONSA302 EXTERIOR PERSPECTIVESTRACT 1 (H-29), TRACT 5C & 5D (H-29-D), TRACT 5 REMAINDER (H-29) PART OF THE REARRANGEMENTOF ELKS CLUB PROPERTY SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 SECTION 8, TOWNSHIP 2 SOUTH,RANGE 6 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OFBOZEMAN, GALLATIN COUNTY, MONTANA1184 N. 15th Ave., Suite 4, Bozeman, MT 59715Phone: (406) 624-0382Email: dcape@jwtcompanies.comPROJECT LOCATIONCIVIL:KLJ ENGINEERS1982 STADIUM DRIVE, SUITE 3BOZEMAN, MT 59715-0697406.404.1849STRUCTURAL: HYALITE ENGINEERS, PLLC.2304 N. 7TH AVE. SUITE LBOZEMAN, MT 59715406-587-2781MECH./ELEC:SPECTRUM ENGINEERS324 SOUTH STATE, SUITE 400SALT LAKE CITY, UT 84111801-328-5151LANDSCAPE:CUSTOM EARTH DESIGNS3337 N. 27TH #31BOZEMAN, MT 59718406.539.7030PROJECT LOCATIONCONSTRUCTIONTRAFFICCONSTRUCTIONTRAFFICCONSTRUCTIONTRAFFIC..O-S Leasing Partners, LLP203 Haggerty Ln.Bozeman, MT 59715-9235Phone: 406-595-1250Email: ric@jhoe.com 3'-0" 3" CLR 6'-0" 2" CLR 25'-0"+/- .75" GROUT BED UNDERLIGHT POLE BASEANCHOR BOLTS AND FULL BASECOVER PER LIGHT POLEMANUFACTURER. SEE LIGHT POLEMANUFACTURER TEMPLATE TO SETANCHOR BOLTSINTERIOR PAINTED WITHRUST INHIBITIVE PRIMERPROVIDE IN-LINE FUSE WITHINSULATED FUSE HOLDER HEREHAND HOLE COVERROUND STEEL POLEPAINTED TO MATCH FIXTURESEE FIXTURE SCHEDULE FORFIXTURE HEAD REQUIREMENTS.75" CHAMFER ALL EXPOSED EDGES2 SETS #4 TIES IN TOP 5" OF BASE4 SETS #4 TIES AT 12" OC#6 .75" CONDUITCONDUIT WITH J-BOX (TYPICAL)8 #6 BARS VERTICAL WITH 3SETS #4 TIES AT 18" OCEXCEPT AS NOTED ABOVE24"Ø CONCRETE BASE8' X .75" COPPERWELD GROUND RODBUS STOPPHASE 3PHASE 1PHASE 2PHASE 1PHA S E 1 P H A S E 2 PHASE 3PHASE 1 PHASE 3 PHASE 3PHASE 2PHASE 2 (ZL-1)(OC-1)(OC-1)(OC-1)(OC-1)(OC-1)(OC-1)(OC-1)(OC-1)(OC-1)(OC-1)(OC-1)ZL-1DZL-1DZL-1DZL-1DZL-1D(ZL-1)(ZL-1)(ZL-1)(ZL-1)(ZL-1)(ZL-1)(ZL-1)(ZL-1)(OC-1)(OC-1)(DL-1)(DL-1)(DL-1)(DL-1)(DL-1)(DL-1)(DL-1)(DL-1)(DL-1)(DL-1) LIGHTING FIXTURE SCHEDULENOTE TO B IDDERS : COMPLY WITH THE SPECIF ICAT IONS. REFER TO SPEC IFICATIONS FOR IMPORTANT TECHN ICAL REQU IREMENTS FOR LIGHT ING F IXTURES , BALLASTS, AND LAMPS . THE CATALOG NUMBERS LISTEDBELOW HAVE BEEN CAREFULLY PREPARED TO ASS IST B IDDERS IN SELECT ING PRODUCTS TO ACHIEVE THE DESIGN CONCEPT, HOWEVER , PRIOR TO BIDD ING ,EACH MANUFACTURER SHALL COMPARE THE CATALOG NUMBERS SHOWN WITH THE DESCR IPTION AND REQUIREMENTS ON THE DRAWINGS , AND SHALLNOTIFY THE ARCHITECT /ENGINEER OF ANY DISCREPANCIES. SPECIF ICALLY INCLUDED IN TH IS EVALUATION SHALL BE THE VERIFYING OF PROPER MOUNTINGKITS OR ACCESSOR IES TO FACIL ITATE INSTALLATION AS SHOWN AT EACH LOCAT ION ON THE DRAW INGS. NO ALLOWANCE OR REDRESS WILL BE ALLOWEDFOR DISCREPANCIES THAT WERE NOT REPORTED TO THE ARCH ITECT/ENG INEER IN T IME FOR CORRECT ION OR CLARIF ICAT ION BEFORE THE BID. THEREPORTING OF ANY AMB IGU ITY IS THE RESPONS IB ILITY OF THE BIDDER . PROVIDE UNIT PRICES AND F IXTURE BRAND SELECTED FOR ADD /DELETE CHANGESFOR EACH FIXTURE TYPES SHOWN WITHIN 48 BUS INESS HOURS OF THE B ID DATE. FAILURE TO COMPLY W ITH TH IS REQUIREMENT MAY D ISQUAL IFY THEPRODUCTS AND EMPOWER THE ENGINEER TO DETERM INE FA IR VALUE FOR FIXTURE AND INSTALLAT ION CHANGES , W ITHOUT FURTHER INPUT FROM THECONTRACTOR OR INSTALLER . SUBM ITTAL PACKAGE SHALL INCLUDE LAMP MANUFACTURER AND CATALOG NUMBER ON EACH FIXTURE SHEET . ON ALLPENDANT MOUNTED FIXTURES, PROVIDE A SECOND SET OF PENDANTS, OF A D IFFERENT LENGTH , AS DIRECTED BY THE ARCHITECT /ENGINEER , PROVIDEDAND INSTALLED AT NO ADDITIONAL CHARGE. ALL FIXTURES SHALL BE APPROVED BY UL OR ANOTHER ACCEPTABLE TESTING LAB FOR THE PURPOSE INTENDED AND W ITH THE LAMP AND BALLAST PROPOSED . CONTRACTOR ALLOWANCE PRICES ARE ACCURATE WHEN TH IS JOB WAS SPEC IFIED,CONTRACTOR AND ELECTR ICAL D ISTRIBUTOR SHALL VER IFY TH IS ALLOWANCE AND REPORT ANY PROBLEMS TO THE ENGINEER BEFORE THE BID .ALLOWANCE PRICE MAY OR MAY NOT INCLUDE LAMP(S) OR FREIGHT AS NOTED , AND DO NOT INCLUDE ANY TAXES. UN IVERSAL VOLTAGE (120/277 )BALLASTS REQU IRED UNLESS NOTED OTHERW ISE . DIMENSION SEQUENCE = (LENGTH X W IDTH X DEPTH ) IN INCHES.SYMBOLNEW POWERTRANSFORMER82.6"x76.0"x71.9"NEW METER CABINET70"x41"x90" LIGHTING FIXTURE SCHEDULENOTE TO BIDDERS: COMPLY WITH THE SPECIFICATIONS. REFER TO SPECIFICATIONS FOR IMPORTANT TECHNICAL REQUIREMENTS FOR LIGHTING FIXTURES, BALLASTS, AND LAMPS. THE CATALOG NUMBERS LISTEDBELOW HAVE BEEN CAREFULLY PREPARED TO ASSIST BIDDERS IN SELECTING PRODUCTS TO ACHIEVE THE DESIGN CONCEPT, HOWEVER, PRIOR TO BIDDING,EACH MANUFACTURER SHALL COMPARE THE CATALOG NUMBERS SHOWN WITH THE DESCRIPTION AND REQUIREMENTS ON THE DRAWINGS, AND SHALLNOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. SPECIFICALLY INCLUDED IN THIS EVALUATION SHALL BE THE VERIFYING OF PROPER MOUNTINGKITS OR ACCESSORIES TO FACILITATE INSTALLATION AS SHOWN AT EACH LOCATION ON THE DRAWINGS. NO ALLOWANCE OR REDRESS WILL BE ALLOWEDFOR DISCREPANCIES THAT WERE NOT REPORTED TO THE ARCHITECT/ENGINEER IN TIME FOR CORRECTION OR CLARIFICATION BEFORE THE BID. THEREPORTING OF ANY AMBIGUITY IS THE RESPONSIBILITY OF THE BIDDER. PROVIDE UNIT PRICES AND FIXTURE BRAND SELECTED FOR ADD/DELETE CHANGESFOR EACH FIXTURE TYPES SHOWN WITHIN 48 BUSINESS HOURS OF THE BID DATE. FAILURE TO COMPLY WITH THIS REQUIREMENT MAY DISQUALIFY THEPRODUCTS AND EMPOWER THE ENGINEER TO DETERMINE FAIR VALUE FOR FIXTURE AND INSTALLATION CHANGES, WITHOUT FURTHER INPUT FROM THECONTRACTOR OR INSTALLER. SUBMITTAL PACKAGE SHALL INCLUDE LAMP MANUFACTURER AND CATALOG NUMBER ON EACH FIXTURE SHEET. ON ALLPENDANT MOUNTED FIXTURES, PROVIDE A SECOND SET OF PENDANTS, OF A DIFFERENT LENGTH, AS DIRECTED BY THE ARCHITECT/ENGINEER, PROVIDEDAND INSTALLED AT NO ADDITIONAL CHARGE. ALL FIXTURES SHALL BE APPROVED BY UL OR ANOTHER ACCEPTABLE TESTING LAB FOR THE PURPOSEINTENDED AND WITH THE LAMP AND BALLAST PROPOSED. CONTRACTOR ALLOWANCE PRICES ARE ACCURATE WHEN THIS JOB WAS SPECIFIED,CONTRACTOR AND ELECTRICAL DISTRIBUTOR SHALL VERIFY THIS ALLOWANCE AND REPORT ANY PROBLEMS TO THE ENGINEER BEFORE THE BID.ALLOWANCE PRICE MAY OR MAY NOT INCLUDE LAMP(S) OR FREIGHT AS NOTED, AND DO NOT INCLUDE ANY TAXES. UNIVERSAL VOLTAGE (120/277)BALLASTS REQUIRED UNLESS NOTED OTHERWISE. DIMENSION SEQUENCE = (LENGTH X WIDTH X DEPTH) IN INCHES.SYMBOL MARKDLDL-1OCOC-1ZLZL-1ZL-1DFIXTURE CHARACTERISTICSBODY / AIR / MOUNTING / DOORLENS/LOUVER/REFLECTOR/OTHERRECESSED CANOPY LIGHT6" L SERIES LED RECESSED MODULE16" WIDE TRAPEZOIDEXTERIOR TRAPEZOIDLIGHT POLES: TOTALLY ENCLOSED RAINTIGHT, DUST-TIGHT AND CORROSION RESISTANT; POLE AS SHOWN IN DETAIL WITH HANDHOLE, COVER, BOLT COVER, AND BASE; PAINTED (COLOR TO BE SELECTED BY ARCHITECT / ENGINEER WHICH MAY DIFFER FROM CATALOG NUMBER SHOWN). MTB= 120,208,240,277 VOLT MULTI-TAP BALLAST. ALL BALLASTS PS. ARM MOUNT. HORIZONTAL LAMP.SHOEBOX STYLE, CUTOFF LUMINAIRE SINGLE HEAD, TYPE III DISTRIBUTION LEDSHOEBOX STYLE, CUTOFF LUMINAIRE TWO SINGLE HEADS, TYPE III DISTRIBUTION LEDLAMPLEDLEDLEDLEDWATTS13W47W421W842WVOLTS277/120V277/120VMVOLTMVOLTMANUFACTURERLITHONIALITHONIAEATONLSISPAULDINGMCGRAW-EDISONMCGRAW-EDISONCATALOG NUMBER6BLMW LEDWST LED 2 10A700/50K SR2 MVOLT PE XXXXXIST-E01-LED-E1-BL2-SCBA-7050XGBWM3-WT-LED-28-450-CW-UE-CBA-PCXXXTRP-30L5K-053-3-U-SCBA-PCGLEON-AE-08-LED-E1-T3GLEON-AE-08-LED-E1-T3 (2)NOTESUNLESS A PROFESSIONAL SEAL WITH SIGNATURE ANDDATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY ANDIS NOT INTENDED FOR CONSTRUCTION, RECORDINGPURPOSES OR IMPLEMENTATION.SHEET TITLEDESIGNED BY:DRAWN BY:DATE:CAD DWG FILE NO:DESIGN SEQUENCE PROJECT NO:AGENCY PROJECT NO:DWG TYPE:ARCHITECTURAL PHASE:1516.01BLACKMOREMARKET PLACEPERMIT SET324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comC:\Users\bxc\Documents\20160183 - Elec Central_bxc.rvt10/10/2016 12:06:27 PM PJGBC10/10/16ELECTRICAL SITE PLANES101Mark: Date:DescriptionSCALE: NTSPARKING LOT LIGHT POLE BASEDETAIL2SCALE: 1" = 40'-0"1SITE PLANNORTH10/13/16 0.10.10.20.40.60.50.40.40.40.50.40.30.30.30.50.80.81.21.20.70.60.60.50.60.60.50.40.30.20.20.10.41.01.22.21.71.51.81.41.81.61.31.51.41.82.12.23.02.11.11.01.11.01.01.00.90.70.50.30.30.40.70.80.70.60.10.51.74.93.11.10.71.64.53.51.40.91.23.44.51.55.23.01.81.62.02.11.81.51.41.10.70.30.40.81.21.31.21.00.60.30.15.93.72.52.43.23.92.82.32.21.70.90.40.61.62.12.01.81.50.90.30.10.16.44.33.43.44.46.43.83.33.02.21.20.60.62.73.22.92.72.11.10.40.20.16.84.94.44.45.58.65.04.33.92.81.60.80.84.04.33.83.52.61.40.60.20.10.10.15.05.05.65.76.310.35.75.85.03.32.01.21.15.04.94.74.53.11.70.70.30.10.18.43.54.86.36.97.49.66.96.95.83.72.41.71.95.15.15.75.43.41.90.90.30.10.16.32.95.27.28.38.512.88.48.36.64.22.72.03.16.05.87.06.33.92.11.00.30.10.11.83.61.13.75.47.58.59.612.49.28.57.04.62.92.02.37.06.77.86.94.42.31.00.30.10.12.14.40.84.36.07.78.29.213.79.18.37.24.93.01.92.56.87.17.67.14.72.51.00.30.10.10.11.56.46.77.78.09.715.99.48.17.45.33.11.81.78.48.37.87.35.02.61.00.30.10.10.11.07.66.97.58.09.99.68.07.35.43.11.61.88.68.87.77.15.02.61.00.30.10.10.11.33.36.28.06.87.78.49.415.39.18.37.65.33.11.91.98.28.07.97.24.92.61.00.30.10.10.10.81.12.03.66.26.07.48.49.212.29.08.47.45.03.12.12.96.66.97.76.94.52.41.00.30.10.10.10.30.51.44.24.15.67.48.89.713.79.78.77.34.72.92.13.77.16.67.76.74.12.21.00.30.10.10.10.50.61.12.23.54.54.75.77.08.08.311.08.27.76.64.22.72.13.05.55.56.65.93.72.00.90.30.10.10.10.80.81.22.18.52.45.44.62.02.52.83.64.96.67.07.010.86.76.45.73.72.41.71.85.45.15.65.13.21.80.80.30.10.10.11.21.31.82.32.22.63.14.83.42.72.92.94.64.33.32.92.73.64.95.96.16.710.36.05.04.73.32.01.21.34.94.84.54.22.91.50.70.30.10.10.11.51.82.02.83.42.72.42.73.12.82.52.42.63.43.12.83.43.73.32.93.34.95.55.55.66.28.44.93.93.62.71.60.90.93.94.13.63.32.41.30.50.20.10.10.12.12.72.93.95.53.53.03.13.03.03.13.13.75.84.03.43.84.14.03.64.06.96.45.65.65.86.34.03.02.82.21.30.80.92.73.12.82.51.91.00.40.20.10.10.12.63.53.84.97.84.53.93.93.63.64.04.14.88.25.14.44.74.94.94.65.08.86.95.75.75.34.53.22.41.91.61.10.71.01.72.12.01.81.40.80.40.20.10.10.13.14.64.95.89.65.35.14.94.24.35.05.25.510.05.95.56.05.76.05.95.710.27.36.26.25.03.72.92.52.21.31.00.91.11.31.51.51.31.00.70.30.20.10.10.13.35.46.06.49.46.16.25.74.54.65.86.36.39.46.66.76.86.16.67.06.69.77.67.06.74.83.52.93.23.73.62.01.41.61.41.31.21.00.80.50.30.20.10.10.11.93.66.07.18.010.77.57.36.24.84.86.47.47.211.27.67.97.56.57.28.07.411.38.57.97.14.83.43.03.24.05.15.54.84.12.21.61.10.80.60.50.30.20.10.10.10.11.93.66.17.37.011.47.07.46.34.84.86.47.47.011.37.67.97.56.57.18.07.511.18.67.76.94.73.43.03.33.94.75.04.86.25.12.91.00.60.50.50.40.30.20.10.10.10.11.83.45.56.26.69.16.36.45.84.64.65.86.36.39.36.66.76.96.16.66.96.59.67.26.46.14.33.23.03.44.25.35.76.05.54.75.23.91.60.70.60.60.60.40.30.20.10.10.11.73.24.85.15.910.05.45.45.14.34.35.15.35.510.15.95.66.05.76.05.95.59.76.65.35.23.82.62.53.13.94.95.96.76.25.14.74.83.82.31.41.11.10.90.70.50.30.20.11.52.73.74.05.28.24.84.14.03.73.74.04.14.88.25.24.44.74.94.94.64.98.15.84.34.03.12.02.43.03.43.94.55.35.65.34.33.73.32.71.91.71.91.91.61.20.80.50.51.22.22.93.14.16.03.63.23.23.03.03.13.13.75.84.13.43.74.04.03.73.96.14.83.53.22.61.83.33.53.33.23.43.53.74.03.63.12.72.42.32.32.62.92.72.31.71.10.40.91.72.02.22.93.62.72.32.32.23.34.23.72.82.52.12.34.74.03.43.12.82.42.32.42.62.52.12.12.52.93.23.74.23.72.90.30.71.11.31.41.81.91.71.51.61.51.52.93.02.92.42.22.24.45.34.33.83.12.31.51.21.31.51.61.51.62.33.64.04.25.05.34.90.30.50.70.80.92.32.92.92.82.72.32.33.15.14.94.94.53.11.81.00.60.50.60.70.80.71.22.84.84.94.75.82.63.33.33.23.22.62.65.45.75.35.64.52.81.50.70.30.20.30.30.40.40.40.62.05.04.65.12.03.13.93.93.94.12.62.25.25.36.36.24.12.31.20.50.20.20.10.20.20.30.30.50.92.04.95.82.43.85.04.64.84.41.32.35.04.85.85.43.31.80.90.40.20.10.10.10.10.20.30.50.71.22.23.04.85.54.95.23.21.03.55.24.75.24.22.61.40.70.30.10.10.10.10.10.20.20.30.50.70.96.06.24.84.82.11.54.14.54.14.23.31.91.00.40.20.10.10.10.10.10.10.20.20.30.45.95.75.32.22.33.43.43.33.22.41.40.60.30.10.10.10.10.10.10.10.10.20.20.35.24.85.33.52.12.02.52.52.42.41.60.80.40.20.10.10.10.10.10.10.10.10.10.24.04.65.35.22.31.81.71.81.81.71.61.00.50.20.10.10.10.10.10.10.10.10.10.10.13.34.45.63.02.01.81.71.51.31.11.00.60.30.10.10.10.10.10.10.11.21.51.72.22.74.04.72.52.22.11.91.30.90.70.60.40.20.10.10.12.31.91.61.72.01.81.41.72.12.94.23.22.92.72.11.30.70.50.40.30.10.10.10.10.10.32.33.23.03.12.82.42.52.92.71.21.31.41.94.64.03.63.32.41.30.60.40.20.20.10.10.20.32.94.33.84.03.83.63.43.33.84.01.41.11.21.75.34.64.54.02.61.40.60.30.20.10.10.10.42.75.04.55.14.64.24.24.24.55.22.01.31.52.34.94.75.34.62.81.50.70.30.10.10.12.84.74.85.75.34.64.95.24.95.23.71.71.83.65.55.16.15.02.91.50.70.30.10.10.13.25.25.36.66.04.95.15.95.44.74.92.42.02.26.05.46.45.12.91.50.70.20.10.10.15.95.16.36.04.95.16.46.45.45.02.81.92.74.84.85.54.72.81.40.60.20.10.14.55.35.74.84.96.16.34.95.02.61.51.85.44.74.84.22.61.40.50.20.10.14.94.54.84.54.45.33.42.31.20.40.20.10.10.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.016.2OC-1OC-1OC-1OC-1OC-1OC-1OC-1OC-1OC-1ZL-1ZL-1DZL-1DZL-1DZL-1DZL-1DZL-1ZL-1ZL-1ZL-1ZL-1ZL-1ZL-1ZL-1DL-1DL-1DL-1OC-1DL-1OC-1DL-1DL-1OC-1DL-1DL-1DL-1DL-1OC-1StatisticsDescription Symbol Avg Max Min Max/Min Avg/MinCalc Zone #42.9 fc 16.2 fc 0.0 fc N/A N/AScheduleSymbolLabelQuantity ManufacturerCatalog Number DescriptionLampNumber LampsFilenameLumens Per Lamp Light Loss Factor WattageOC-113 Lithonia Lighting WST LED 2 10A700/40K SR3 MVOLTWST LED WITH 2 MODULES, 20 LED?s, 700mA DRIVER, 4000K COLOR TEMPERATURE, TYPE 3 LENSOutdoor Wall Pack Luminaire to IES LM-79-08. LUMINAIRE OUTPUT: 4035 Lms.1 WST_LED_2_10A700_40K_SR3_MVOLT.ies40550.7547.1ZL-19 COOPER LIGHTING - McGRAW-EDISONGLEON-AE-08-LED-E1--T3GALLEON LED AREA AND ROADWAY LUMINAIRE (8) 70 CRI, 4000K, 1A LIGHTSQUARES WITH 16 LEDS EACH AND TYPE III OPTICS ABSOLUTE PHOTOMETRY IS BASED ON CALIBRATION FACTORS CREATED USING LAB LUMEN STANDARDS IN GONIOPHOTOMETER WITH TEST DISTANCE OF 28.75 FEET128 GLEON-AE-08-LED-E1--T3.ies3210.75421ZL-1D5 COOPER LIGHTING - McGRAW-EDISONGLEON-AE-08-LED-E1--T3GALLEON LED AREA AND ROADWAY LUMINAIRE (8) 70 CRI, 4000K, 1A LIGHTSQUARES WITH 16 LEDS EACH AND TYPE III OPTICS ABSOLUTE PHOTOMETRY IS BASED ON CALIBRATION FACTORS CREATED USING LAB LUMEN STANDARDS IN GONIOPHOTOMETER WITH TEST DISTANCE OF 28.75 FEET128 GLEON-AE-08-LED-E1--T3.ies3210.75842DL-110 Lithonia Lighting 6BLMW LED6" L SERIES LED RECESSED MODULE, 620 LUMENS, 3000K CCT1 6BLMW_LED.ies6480.7513.2UNLESS A PROFESSIONAL SEAL WITH SIGNATURE ANDDATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY ANDIS NOT INTENDED FOR CONSTRUCTION, RECORDINGPURPOSES OR IMPLEMENTATION.SHEET TITLEDESIGNED BY:DRAWN BY:DATE:CAD DWG FILE NO:DESIGN SEQUENCE PROJECT NO:AGENCY PROJECT NO:DWG TYPE:ARCHITECTURAL PHASE:1516.01BLACKMOREMARKET PLACEPERMIT SET324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comC:\Users\bxc\Documents\20160183 - Elec Central_bxc.rvt10/10/2016 12:06:27 PM PJGBXC10/10/16ELECTRICAL SITE PLANES102Mark: Date:DescriptionSCALE: NTS1SITE LIGHTING PHOTOMETRICSNORTH10/13/16 REVISION SCHEDULE NO:DESCRIPTION:DATE: BY:&RS\ULJKW6SULQJHU*URXS$UFKLWHFWV3&1324 E. MAIN STREET, BOZEMAN MONTANA 1188 10(TOTAL GROSS BUILDING SQ. FT. = 40,567)MEZZANINE FLOOR: (3,098 SQ. FT. GROSS)316 SQ. FT. OUTDOOR PATIOGROUND FLOOR: (23,386 SQ. FT. GROSS)69988 89DRIVEWAY RAMPLOADING (TOTAL GROSS BUILDING SQ. FT. = 15,395)1,881 SQ. FT. RETAIL6,714 SQ. FT. OFFICEEXIST. J&H OFFICE BUILDINGBLACKMORE MARKETPLACE BUILDING (2 STORY)3,931 SQ. FT. WAREHOUSE18,369 SQ. FT. GROCERY487.64'1 ( HAGGERTY LANE ' R=276.56'L=158.51'&% 6 :CL=156.35'4RETAINING WALLRETAINING WALL7GEN.LOADING66486EAST MAIN STREETHIGHLAND BLVD.6856441,281 SQ. FT. DINING AREASECOND FLOOR: (14,083 SQ. FT. GROSS)6,565 SQ. FT. OFFICE (2)6,235 SQ. FT. OFFICE (1)B-2B-2B-2B-2R-1B-2DOOR>> >> >> >> >> >> >> >>>>>>>>>> >> >> >> >> >>6 (241.12'1 (97.96' 221.9 6 ' N E1 (234.03'67.02'1 (6 (203.70'50.73'6 (1 (209.03'6 (211.40'242.44' 6 (1 :286.90'1 :82.92'6 : 1 9 5 . 1 0 '1 (24.85'35.05'6 (6 : 100.61'' R=372.10'L=166.11&% 6 (CL=164.73'PAD #2 SITE = 28,198 S.F.PAD #3 SITE = 29,538 S.F.COMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT PHASE 2PHASE 1PHASE 2 STAGING AREAPH A S E 1 PH A S E 2 PHA S E 3 PHA S E 1 PHASE 3 PHASE 3PHASE 2PHASE 2 RAMPRAMPRAMP3,215 SQ. FT. WAREHOUSEPAD #1 1324 E. MAINPAD #3 1332 E. MAINPAD #2 1340 E. MAINADDRESS: 203 HAGGERTY LANETurfTurfLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsTurfTurfTurfTurfTurfTurfPLANT SCHEDULEScale 1"=30'-0" 11 88 10(TOTAL GROSS BUILDING SQ. FT. = 40,567)MEZZANINE FLOOR: (3,098 SQ. FT. GROSS)316 SQ. FT. OUTDOOR PATIOGROUND FLOOR: (23,386 SQ. FT. GROSS)69988 89LOADING(TOTAL GROSS BUILDING SQ. FT. = 15,395)1,881 SQ. FT. RETAIL6,714 SQ. FT. OFFICEEXIST. J&H OFFICE BUILDINGBLACKMORE MARKETPLACE BUILDING (2 STORY)3,931 SQ. FT. WAREHOUSE18,369 SQ. FT. GROCERY487.64'N00°21'03"E HAGGERTY LANE D=32°50'19"R=276.56'L=158.51'CB=S16°49'30"WCL=156.35'4RETAINING WALLRETAINING WALL7GEN.LOADING66486EAST MAIN STREETHIGHLAND BLVD.6856441,281 SQ. FT. DINING AREASECOND FLOOR: (14,083 SQ. FT. GROSS)6,565 SQ. FT. OFFICE (2)6,235 SQ. FT. OFFICE (1)PLIB-2B-2B-2B-2R-1B-2DOORS 66° 54' 40" E241.12'N 33° 02' 09" E97.96' 23° 0 3 ' 0 2 " 221. 9 6 ' N EN 90° 00' 00" E234.03'67.02'N 0° 24' 21" E S 66° 54' 40" E203.70'50.73'S 64° 42' 34" EN 0° 24' 21" E209.03'S 73° 03' 55" E211.40'242.44' S 00° 02' 41" EN 78° 55' 52" W286.90'N 78° 55' 52" W82.92'S 5 5 ° 3 4 ' 0 1 " W 1 9 5 . 1 0 'N 88° 44' 54" E24.85'35.05'S 30° 10' 57" ES 8° 43' 16" W 100.61'PHASE 3D=25°34'39"R=372.10'L=166.11CB=S4°04'04"ECL=164.73'PAD #2 SITE = 28,198 S.F.PAD #3 SITE = 29,538 S.F.COMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT 30'-0 " SEW E R EAS E M E N T 25'-0"SETBACKPHASE 1PHASE 2PHASE 1PHASE 2 STAGING AREAPHASE 1 & 3STAGING AREAPH A S E 1 PH A S E 2 PHAS E 3 PHA S E 125'-0"SETBACK10'-0"SETBACK10'-0"SETBACK PHASE 3 PHASE 3PHASE 2PHASE 2TRASH ENCLOSURE (4),SEE DTL. 2/A101COVERED BIKE RACK,SEE DTL. 1/A101TRASH ENCLOSURE (3), SEE DTL. 4/A101TRASH ENCLOSURE (2),SEE DTL. 3/A101COURTYARD TREEGRATE, SEE DTL. 5/A101COURTYARD BENCH,SEE DTL. 1&2/A102COMPACT CAR PARKINGSIGN, (TYP. OF 2) SEEDTL. 2/A103TYP. COMPACT PARKINGSTALL, (TYP. OF 10) SEE DTL. 1/A103HDC PARKING STALL,SEE DTL. 3/A102HDC PARKING STALL,SEE DTL. 4/A102HDC PARKING SIGN,SEE DTL. 4/A103PERMEABLE PAVERS @COURTYARD, SEE DTL.7/A103STREAMLINE BUSSHELTER PER C.O.B.STANDARDSHDC PARKING SIGN,SEE DTL. 4/A103RETAINING WALL, SEE DTL. 6/A103HDC PARKING STALL,SEE DTL. 5/A102CONCRETE OR ASPHALTPATHWAYCONCRETE OR ASPHALTPATHWAYPARKING LOT LIGHTPOLE BASE DETAIL,SEE DTL. 2/ES101PARKING LOT LIGHTPOLE BASE DETAIL,SEE DTL. 2/ES101BUILDING MOUNTEDLIGHT FIXTURES, TYP.3,215 SQ. FT. WAREHOUSEPAD #1 1324 E. MAINPAD #3 1332 E. MAINPAD #2 1340 E. MAINADDRESS: 203 HAGGERTY LANECONTRACTOR'S JOB SITETRAILERJOB SITE DEBRISDUMPSTERCROSSWALK WITHFLASHING PEDESTRIANSIGNALSHANDICAP RAMP12'-0" U.E.12'-0"U.E.NEW METER CABINETNEW POWERTRANSFORMERTurfTurfLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsTurfTurfTurfTurfTurfTurf12'-0"U.E.VISION TRIANGLEVISION TRIANGLEVISION TRIANGLEVISION TRIANGLEVISION TRIANGLEVISION TRIANGLE1' = 30'-0"SITE PLAN1A100JOB NO:CHECKED:DRAWN:12-13-2016GAM15-004A100REVISION SCHEDULE NO:DESCRIPTION:DATE: BY:SITE PLANCopyright © 2016 Springer Group Architects, P.C.STATUS:PRELIMINARYRSS1324 E. MAIN STREET, BOZEMAN MONTANA BLACKMORE MARKETPLACE BUILDINGOFFICE120.6172TOTAL PROVIDEDTOTAL AREA 4.00 ACRES174,180 S.F.FLOOROCCUPANCYBLACKMORE MARKETPLACE BUILDING3,93131618,3693,34126915,61410001003003.32.752.05021.8DINING1,2811,089OUTDOOR PATIORETAILWAREHOUSEMEZZANINEGROSS AREAFLOOR AREAFIRST FLR.OCCUPANCYFACTOROCCUPANCY(GROSS)SHARED PARKING / COVEREDBIKE RACK REDUCTION %25022.5OFFICE (1)6,6105,619SECOND FLR..80 (20%).90 (10%).70 (30%).70 (30%).90 (10%)REQUIRED3.01.941.615.220.2FLOOROCCUPANCYEXIST. J&H OFFICE BUILDING1,8813,2156,71430010002506.33.226.9WAREHOUSERETAILGROSS AREAFLOOR AREAOCCUPANCYFACTOROCCUPANCY(GROSS).90 (10%).80 (20%).90 (10%)REQUIRED5.02.924.2TOTALTOTAL101.932.1BLACKMORE BEND PARKING CALCULATIONS TOTAL ALL BUILDINGS134TRANSIT AVAILIBILTY REDUCTIONS @ 10%(13.4)TOTAL REQUIREDDESCRIPTIONSITE INFORMATION33,73449,454174,18019.4%28.4%100%AREA% OF TOTAL90,99252.2%TOTAL AREA OF LANDSCAPINGTOTAL FOOTPRINT OF BUILDINGSTOTAL AREA OF DRIVE & PARKINGTOTAL LOT AREAFLOOR AREA OF BUILDINGSF.A.R. = BUILDING AREA / LOT AREATOTAL LOT AREA = 174,180TOTAL FLOOR AREA OF BUILDINGSDESCRIPTIONAREA3,09814,08323,389BLACKMORE MARKETPLACEFLOORFIRSTMEZZANINESECONDTOTAL40,57012,404J&H OFFICE BUILDINGBUSINESS2,991WAREHOUSETOTAL15,39555,965TRACT 1 (H-29), TRACT 5C & 5D (H-29-D), TRACT 5REMAINDER (H-29) PART OF THE REARRANGEMENTOF ELKS CLUB PROPERTY SUBDIVISION LOCATEDIN THE SOUTHWEST 1/4 SECTION 8, TOWNSHIP 2 SOUTH,RANGE 6 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OFBOZEMAN, GALLATIN COUNTY, MONTANALEGAL DESCRIPTIONEAST MAIN INVESTMENTS, LLC1184 N 15TH AVE, SUITE 4BOZEMAN, MT 59715OWNER/DEVELOPEROFFICE (2)6,513250.90 (10%)5,53622.119.9FLOOR AREA RATIO (F.A.R.)FOOTPRINT OF BLACKMORE MARKETPLACE = 23, 389FOOTPRINT OF J&H OFFICE BUILDING =10, 348TOTAL BUILDING AREA = 33,737F.A.R. = 33,737 / 174,180 =.193 SHARED PARKING / COVEREDBIKE RACK REDUCTION %O-S LEASING PARTNERS, LLP203 HAGGERTY LN.BOZEMAN, MT 59715-9235PHONE: 406-595-1250EMAIL: ric@jhoe.com (SIDE ELEVATIONS SIMILAR)FRONTELEVATIONPIVOTING LATCH CHANNELFORMED FROM SQ. TUBE.TOP HANDLE AND BOLTPIVOTPROVIDE MTL. ROD ANDSLEEVE TO RETAIN GATESIN CLOSED POSITION FORTRASH STORAGE.2 1/2x2 1/2x3/16 T.S. GATE FRAME W/ 20 GA. 7/8"CORRUGATED PANELS, TYP.H.D. CONC. CAP4" DIA. BOLLARD(TYP. OF 8)6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVEL6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVELSLOPETO DRAINSLOPETO DRAINPLANDASHED LINE INDICATESA 50'-0" LONG APPROACHCLEARANCE FOR TRASHPICKUPDUMPSTERDUMPSTERDUMPSTERDUMPSTER32' - 8"16' - 1"6"16' - 1"2' - 0"4' - 0"4' - 0"2' - 0"2' - 0"4' - 0"4' - 0"2' - 0"6"6"9' - 8"10' - 8"4" DIA. BOLLARDUSED AS GATE STOP2' - 0"PROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.6' - 0"1' - 0"5' - 0"6" PAINTED CMU WALL W/ SOLID GROUT & #4 BAR @ 4'-0" O.C. EA. WAY2'-0" 4'-0" 4'-0" 2'-0" 3'-5" 4'-0"(SIDE ELEVATIONS SIMILAR)FRONTELEVATIONPIVOTING LATCH CHANNELFORMED FROM SQ. TUBE.TOP HANDLE AND BOLTPIVOTH.D. CONC. CAP4" DIA. BOLLARD(TYP. OF 6)6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVEL6" PAINTED CMU WALLW/ SOLID GROUT & #4BAR @ 4'-0" O.C. EA.WAYPLANDASHED LINE INDICATESA 50'-0" LONG APPROACHCLEARANCE FOR TRASHPICKUPDUMPSTERDUMPSTERDUMPSTERCMU RETAINING WALL W/ H.D. CONC. CAP10' - 0"8"28' - 0"6"15' - 7"6"10' - 11"6"SLOPETO DRAINPROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.2 1/2x2 1/2x3/16 T.S. GATE FRAME W/ 20 GA. 7/8"CORRUGATED PANELS, TYP.PROVIDE MTL. ROD ANDSLEEVE TO RETAIN GATESIN CLOSED POSITION FORTRASH STORAGE.4" DIA. BOLLARDUSED AS GATE STOP2' - 0"6' - 0"1' - 0"5' - 0"(SIDE ELEVATIONS SIMILAR)FRONTELEVATIONPIVOTING LATCH CHANNELFORMED FROM SQ. TUBE.TOP HANDLE AND BOLTPIVOTH.D. CONC. CAP4" DIA. BOLLARD(TYP. OF 4)6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVEL6" PAINTED CMU WALLW/ SOLID GROUT & #4BAR @ 4'-0" O.C. EA.WAYSLOPETO DRAINPLANDASHED LINE INDICATESA 50'-0" LONG APPROACHCLEARANCE FOR TRASHPICKUPDUMPSTERDUMPSTER18' - 0"10' - 8"BUILDING LINE2' - 8 1/2"4' - 0"3' - 7"4' - 0"2' - 8 1/2"6"EXISTING BUILDINGCORNER OF J&H OFFICESUPPLYBUILDING LINEPROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.2 1/2x2 1/2x3/16 T.S. GATE FRAME W/ 20 GA. 7/8"CORRUGATED PANELS, TYP.1' - 0"5' - 0"PROVIDE MTL. ROD ANDSLEEVE TO RETAIN GATESIN CLOSED POSITION FORTRASH STORAGE.PLANSECTIONPERSPECTIVECOURTYARDTREE GRATEAVAILABLE IN POWDER COAT AND DURACOAT FINISHESSECTION /PERSPECTIVE4' - 0"4' - 0"2' - 0"4' - 0 1/2"1/2"x1"x 1/4" THICK GRINDINGPADS, TYP. 4 OR MORE PLACESTREE GUARD LUGS48"x48" ADA COMP.CAST IRON TREE GRATETREE GRATE HALVESBOLTED TOGETHERW/ (2) 1/2x13x3 STNLS.STEEL HEX BOLT AND HEX NUT W/ WASHERS1-1/2" DIA. POWDERCOATED STEEL TUBING3' - 0"2' - 2"1' - 0"3' - 0"1' - 0"PLAN VIEWSECTION VIEWSIDE VIEWPERSPECTIVE VIEWSIDEWALK5' - 0"MIN.1' - 4"3'-0" PHASE 2&310"MIN.4' - 0"1'-0" PHASE 2&32' - 8"1' - 4"7' - 6"NOTE:IT IS THE RESPONSIBILITY OF THEINTSTALLER TO ENSURE THAT ALL BASE MATERIALS INTO WHICH THE SHELTER WILL BE INSTALLED CAN SUPPORT THE RACK AND WILL NOTBE DAMAGED BY ANY REQUIRED INSTALLATION PROCEDURES. SEESTRUCTURAL DRAWINGS FOR DETAILSSURFACE MOUNTEDBIKE SHELTER W/ POWDERCOAT FINISHNOTE: SEE INSTALLATION SPECIFICATIONS BY MFR. FOR REQUIRED MATERIALS AND PROPERINSTALLATION.4" CONCRETE SLAB16" (MIN.) THICK CONCRETE PADW/ BAR AS REQ'D12"X12"X5/8" BASE PL. W/(4) 3/4" DIA. SIMPSON TORQ-CUT WEDGE ACHORS(12" MIN. EMBED) AT EACHCOLUMN6"BUILDING LINE (PHASE 1 ONLY)BUILDING FND. (PHASE 1 ONLY)1/2" EXPANSION JOINT1/4:12 SLOPEBUILDING LINEBUILDING LINEBUILDING LINEBUILDING LINELANDSCAPE AREABUILDING LINEBUILDING LINETYPICAL GATE SECTION5' - 0"1' - 0"2 1/2"x2 1/2"x3/16"T.S. GATE FRAME1x1x1/4 ANGLEPL. WELDED TO T.S. FRAME (TOP& BOTTOM)3/4x3/4 SQ. TUBEX-BRACING20 GA. 7/8" CORRUGATED PANELS ON EXTERIOR FACE OF GATE (COLOR TO MATCH BUILDINGS ON SITE)MTL. CHANNEL TO BE WELDEDTO T.S. FRAMEMTL. ANGLE TO BE WELDEDTO T.S. FRAMEPROVIDE MTL. FLASHING@ BOTTOM OF GATEATTACH MTL. PANELS @ THISLOCATIONATTACH MTL. PANELS @ THIS LOCATIONPROVIDE A MTL. PLATE TO STABILIZE THE T.S. FRAME AND ALLOW FOR CORRUGATED PANELS TO BE ATTACHEDAT THIS LOCATIONNOTE:PROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.ALL HINGE POINTS TO BEWELDED ON SITE TO PROVIDEPROPER ASSEMBLY ANDFUNCTION OF GATES.CONC. SLABJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:28:23 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA101BLACKMOREMARKETPLACE BUILDINGSITE DETAILSDESIGN SET 1/4" = 1'-0"A10124 CONTAINER TRASH ENCLOSURE 1/4" = 1'-0"A10143 CONTAINER TRASH ENCLOSURE 1/4" = 1'-0"A10132 CONTAINER TRASH ENCLOSURE 1/2" = 1'-0"A1015COURTYARD TREE GRATE DETAIL 3/4" = 1'-0"A1016HANDRAIL DETAIL 1/2" = 1'-0"A1011BIKE RACK DETAIL @ BLACKMORE MARKETPLACENOT USED(PHASE 2 & 3 ONLY)REVISION SCHEDULENO: DESCRIPTION: DATE: BY: FRONT ELEVATION & REAR ELEVATIONSECTIONPLANSIDE ELEVATION2' - 8"1' - 4"8"8"1' - 4"1' - 6"1' - 2"8"1' - 4"2' - 8"1' - 6"1' - 6"7' - 4"1' - 6"20' - 0"1' - 6"7' - 4"1' - 6"STRUCTURAL PLAN4" CONC. SIDEWALK4" CONC. SIDEWALK5"2"6' - 0"2"6' - 6"2"6' - 0"2"5"ELEVATED PLANTING AREAELEVATED PLANTING AREA4" CONC. SIDEWALK / PATIO8 3/4"6"3 1/4"6"x6"x1/4" T.S. POST,(4 POSTS TOTAL EACH SIDE)2"x2"x1/4" T.S.H.D. CONC. CAPH.D. CONC. CAPH.D. CONC. CAP12"x12"x1/4" STL.PLATE W/ 4 ANCHORSEMBEDDED IN CONC.8"18' - 8"8"8"6' - 0"8"20' - 0"20' - 0"8"18' - 8"8"8"6' - 0"8"20' - 0"2' - 11"2"2' - 11"3' - 2"2"3' - 2"FINISH GRADEELEVATED PLANTINGAREA2"2' - 11"2"2' - 11"2"3' - 2"2"3' - 2"2"2' - 11"2"2' - 11"2"5"2' - 11"2"2' - 11"20' - 0"2x4 REDWOOD PLANKINGW/ REDWOOD SPACERS1' - 6"1"1"2A102Sim2A102Sim2x2x3/16 T.S. VERTICALBAR @ INTERMEDIATELOCATIONS BETWEENT.S. POSTS(BENCH STRUCTURE IS SIMULAR ON OPPOSITE SIDE)8x8x16 CHISEL FACE CMU BLOCK (ACCENT BAND -TO MATCH COLOROF BUILDING)8x8x16 SMOOTH FACE CMU BLOCK (TO MATCH COLOR OF BUILDING)5"2"6' - 0"2"6' - 6"2"6' - 0"2"5"2' - 11"2"2' - 11"3' - 2"2"3' - 2"2' - 11"2"2' - 11"6x17-1/2x3/16" STL PLATE W/1 1/2" LONG SCREWS @ EA.REDWOOD PLANKPLANSCALE: 1/4" = 1'-0"9' - 0"5' - 0"HDC SIGN @ EACH HDCPARKING STALL, SEE 4/A1036" CONC. CURB4" WIDE YELLOWPARKING STRIPERAMP UP1:12RAMP UP1:1218' - 0"SPILL CURBADA DETECTABLE WARNINGPLATE W/ TRUNCATEDDOMES (POWDER COATEDCOLOR TO BE DETERMINED)RAMP UP1:125' - 4"6' - 0"5' - 0"CONC. SIDEWALKPRECAST CONC.WHEEL STOP, TYP.@ ALL HDC PARKING STALL LOCATIONS2' - 0"PLANSCALE: 1/4" = 1'-0"9' - 0"UNLOADING ZONE5' - 0"9' - 0"9' - 0"UNLOADING ZONE9' - 0"9' - 0"HDC SIGN @ EACH HDCPARKING STALL, SEE 4/A1036" CONC. CURB4" WIDE YELLOWPARKING STRIPERAMP UP1:12RAMP UP1:1218' - 0"6' - 0"SPILL CURB6" CONC. CURBADA DETECTABLE WARNINGPLATE W/ TRUNCATEDDOMES (POWDER COATEDCOLOR TO BE DETERMINED)6' - 0"32' - 4"6' - 0"PRECAST CONC.WHEEL STOP, TYP.@ ALL HDC PARKING STALL LOCATIONS2' - 0"PLANSCALE: 1/4" = 1'-0"HDC SIGN @ EACH HDCPARKING STALL, SEE 4/A1036' - 0"9'-4" V.I.F.6' - 0"6" CONC. CURB4" WIDE YELLOWPARKING STRIPERAMP UP1:12RAMP UP1:1218' - 0"6' - 0"SPILL CURB6" CONC. CURBADA DETECTABLE WARNINGPLATE W/ TRUNCATEDDOMES (POWDER COATEDCOLOR TO BE DETERMINED)9' - 0"9' - 0"9' - 0"PRECAST CONC.WHEEL STOP, TYP.@ ALL HDC PARKING STALL LOCATIONS2' - 0"2x4 REDWOOD PLANKINGW/ REDWOOD SPACERS2x2x3/16 T.S. KNEE BRACE,SEE ELEVATIONS2x2x3/16 T.S. HORIZONTALBAR 6x6x1/4 T.S.POST2x2x3/16 T.S. HORIZONTALBAR, SEE ELEVATIONSH.D. CONC. CAP.8x8x16 SMOOTH FACE CMU BLOCK8x8x16 CHISEL FACECMU BLOCK12x12x1/4" STL. PLATEW/ 4 CONC. ANCHORSNOTE:ALL STL. CONNECTIONSARE TO BE WELDED .ELEVATED PLANTING AREA2x2x3/16 T.S. VERTICALBAR @ INTERMEDIATELOCATIONS BETWEENT.S. POSTS6x17-1/2x3/16" STL PLATE W/1 1/2" LONG SCREWS @ EA.REDWOOD PLANKJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:29:05 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA102BLACKMOREMARKETPLACE BUILDINGSITE DETAILSDESIGN SET 1/2" = 1'-0"A1021PARK BENCH DETAIL 1/4" = 1'-0"A1023HDC PARKING W/ 5' UNLOAD ZONE (J&H OFFICE) 1/4" = 1'-0"A1024HDC PARKING W/9' UNLOAD ZONE (FRONT OF GROCERY STORE) 1/4" = 1'-0"A1025HDC PARKING W/ 9' UNLOAD ZONE (TYP. OF 3) 1 1/2" = 1'-0"A102RE: 1/ A1022PARK BENCH SECTIONREVISION SCHEDULENO: DESCRIPTION: DATE: BY: STEEL HANDICAP PARKINGSIGN (WHITE SYMBOLS ANDLETTERS ON BLUEBACKGROUND)STEEL POST SET INCONCRETE BASETOP OF CURB/WALK ORFINISH GRADE12" DIA. x 24" CONC. BASE.SLOPE TO DRAINPERMITREQUIRED$100 FINEVANACCESSIBLEHANDICAPPEDPARKING ONLYVAN ACC.SIGN2'-0"1'-6"6"1'-0"2'-0"1'-0"6'-0"ONLYSIGNSBETWEENCARSCOMPACT1' - 2"30" MIN.3'-0" MIN. TO FINISH GRADE1' - 4"1 1/2" HIGH HELVETICALETTERS (BLACK ON WHITE)4"x2" KALCOLOR BRONZEANODIZED ALUMINUM FRAME W/ FIBERGLASS INSERT (BY BESTSIGN SYSTEMS MFG., MONTROSE, CO.)OR APPROVED EQUIVALENT12"x12"x6" CONCRETE SETTING BLOCKNOTE:SIGN SHOWN IS TYPICAL OF TWO(2). SIGN WILL BE MIRRORED ATOPPOSITE ENDS OF PARKING.TRASH RECEPTACLEBOTTOM VIEWMOUNTING DETAIL*Available in powder coat and DuraCoat finishes40.6745.46FRONT VIEWTOP VIEW12.12PERSPECTIVESTEEL FLAT BARVERTICAL STRAPSSTL. DOMESTL. ROUND BARSTL. FLAT BAR SUPPORT RINGSSTAINLESS STL.MOUNTING PLATECORROSION-RESISTANTANCHORING HARDWAREBY GENERAL CONTRACTOR*Available in powder coat and DuraCoat finishes71 O.C.33.7772FRONT VIEW1720.87 CENTEROF HOLESRIGHT SIDE VIEW26.37TOP VIEWSTL. FLAT BARSEAT STRAPSSTL. SUPPORTPIPESPERSPECTIVECORROSION-RESISTANTANCHORING HARDWAREBY GENERAL CONTRACTORPARK BENCHPLANSCALE: 1/4" = 1'-0"6" CONC. CURB4" WIDE YELLOWPARKING STRIPE16'-0" MIN.SPILL CURB9' - 0"9' - 0"9' - 0"COMPACTCOMPACTCOMPACTCOMPACT PARKING STALLSIGNAGE, SEE DTL.2/A103CONCRETE CURB SET 1/4" BELOWTOP OF PAVERS AND CONTROLJOINTS AS REQUIREDPERMEABLE CONCRETE PAVERS2 3/8" MIN. THICKNESSGEOTEXTILE 12" WIDE, TURNUP AGAINST CURB1" THICK BEDDING SANDCOMPACTED AGGREGATE BASE4" MIN. THICKNESSGEOTEXTILE AS REQUIREDCOMPACTED SOIL SUBGRADENOTES:1.THICKNESS OF BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE.COLDER CLIMATES MAY REQUIRE THICKER BASES.2.CUNSULT GEO-TECH REPORT FOR GUIDELINES AND SPECIFICATIONSFOR BASE MATERIALS, SUBGRADE SOIL AND BASE COMPACTION.4' - 0"FINISH GRADEFINISH GRADENOTE:1.EXPOSED SIDE OF CMU RETAINING WALLTO MATCH THE H.D. CONC BLOCK COLORON THE BUILDINGS.2. REFER TO SITE GRADING PLAN TO DETERMINEHEIGHT OF WALL AND LOCATIONS TO STEPTHE WALLH.D. CONC. WALL CAP8x8x16 CHISEL FACE CMU BLOCK RETAINING WALL(GROUTED FULL)PROPERTY LINESOME LOCATIONSJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:29:48 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA103BLACKMOREMARKETPLACE BUILDINGSITE DETAILSDESIGN SET 3/4" = 1'-0"A1034HDC PARKING SIGN 1" = 1'-0"A1032COMPACT CAR PARKING SIGN 1" = 1'-0"A1033TRASH RECEPTACLE DETAIL 1" = 1'-0"A1035STL. PARK BENCH DETAIL 1/4" = 1'-0"A1031TYP. COMPACT PARKING STALL 1" = 1'-0"A1037PERMEABLE PAVERS @ COURTYARD 3/4" = 1'-0"A1036DECORATIVE RETAINING WALL - STEPPED WALLREVISION SCHEDULENO: DESCRIPTION: DATE: BY: PLAN VIEWSECTION VIEWSIDE VIEWPERSPECTIVE VIEWSIDEWALK5' - 0"MIN.1' - 4"3' - 0"MIN.4' - 0"1' - 0"1' - 4"4" MIN.2' - 0"10' - 0 5/8"2' - 0"4" MIN.14' - 8 5/8"8' - 0"14' - 8 5/8"MFR. REQ'D8' - 0"NOTE:IT IS THE RESPONSIBILITY OF THEINTSTALLER TO ENSURE THAT ALL BASE MATERIALS INTO WHICH THE SHELTER WILL BE INSTALLED CAN SUPPORT THE RACK AND WILL NOTBE DAMAGED BY ANY REQUIRED INSTALLATION PROCEDURES. SEESTRUCTURAL DRAWINGS FOR DETAILSSURFACE MOUNTEDBIKE SHELTER W/ POWDERCOAT FINISHNOTE: SEE INSTALLATION SPECIFICATIONS BY MFR. FOR REQUIRED MATERIALS AND PROPERINSTALLATION.4" CONCRETE SLAB16" (MIN.) THICK CONCRETE PADW/ BAR AS REQ'D12"X12"X5/8" BASE PL. W/(4) 3/4" DIA. SIMPSON TORQ-CUT WEDGE ACHORS(12" MIN. EMBED) AT EACHCOLUMNMETAL FINISH CORNER FLASHINGBY METAL PANEL MANUFACTURERZEE GIRTSHSS COLUMN, SEE PLANPLAN VIEWELEVATIONSECTION1/8" MTL. COLUMN CAPHSS COLUMN, SEE PLAN.063 GA. PERFORATED METAL W/ ROUND HOLES, SEE SPECS..063 GA. PERFORATED METAL W/ ROUND HOLES, SEE SPECS.PL. 1/4"x5"x7" W/ (2) 1/2" DIA. BOLTS1'-0" LOWER ROOFS2'-0" UPPER ROOF4' - 0"2"1' - 9"1' - 9"4"ZEE GIRTHSS COLUMN, SEE PLAN.063 GA. PERFORATED METAL W/ ROUND HOLESMTL. PANELS TO BE ATTACHED PER MANUFACTURER RECOMMENDATIONS OR PER STRUCT.DRAWINGSPLAN VIEWHSS COLUMN, SEE PLANPL. 1/4"x5"x7" W/ (2) 1/2" DIA. BOLTSZEE GIRT.063 GA. PERFORATED METAL W/ ROUND HOLES, SEE SPECS.4' - 0"1'-0" LOWER ROOFS2'-0" UPPER ROOF1 3/4"4"1 1/4"2 1/2"2 1/2"PL. 1/4"x5"x7" W/ (2) 1/2" DIA. BOLTSCHANNELCLOSURE W/ 4"END LAPSJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:30:16 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA104BLACKMOREMARKETPLACE BUILDINGSITE DETAILSDESIGN SET 1/2" = 1'-0"A1041BIKE RACK DETAIL - PHASE 2 & 3REVISION SCHEDULENO: DESCRIPTION: DATE: BY: 1" = 1'-0"A1042ROOFTOP MECHANICAL EQUIPMENT SCREENING WALL FIRST LEVEL0' - 0"ROOF39' - 0"SECOND LEVEL21' - 6"MEZZ. LEVEL11' - 0"146789111314151617510235.1ALUMINUM / GLASSSLIDING AUTOMATICDOORSTL. TUBEBIKE RACKW/ CANOPYALUMINUM STOREFRONTDOOR / WINDOW SYSTEMALUMINUM SUN SCREENALUMINUM STOREFRONTSYSTEM6" ALUMINUM SIDINGW/ WOOD FINISHCEMENT COMPOSITEPANELS12x24 CHISEL FACEH.D. CONC. BLOCK12x24 CHISEL FACEH.D. CONC BLOCKCEMENT COMPOSITEPANELS7.2 STRUCTURAL PANEL SIDING(CHAMPAGNE)EPDM ROOFING1A4012A401T.O. PARAPET SECOND LEVEL36' - 0"3A401121A4021/4" / 1'-0"ALUMINUM REVEALALUMINUM REVEALEPDM ROOFINGMTL. FASCIAMTL. FASCIAMTL. COPINGCAPCEMENT COMPOSITEPANELSALUMINUM REVEALALUMINUM WINDOWSMTL. TRELLIS1/4" x 1 1/4" CORRUGATEDPANEL SIDING (RAWHIDE COAL BLACK)12x24 SMOOTH FACEH.D. CONC. BLOCK1/4" x 1 1/4" CORRUGATEDPANEL SIDING (RAWHIDE COAL BLACK)7.2 STRUCTURAL PANEL SIDING(RAWHIDE COAL BLACK)WALL MOUNTED LEDDOWN LIGHT, SEE SPEC.11' - 0"10' - 6"14' - 6"3' - 0"T.O. PARAPET (1ST LVL.)14' - 6"PERFORATED METAL SCREEN WALL PERFORATED METAL SCREEN WALLPERFORATED METAL SCREEN WALLFIRST LEVEL0' - 0"ROOF39' - 0"SECOND LEVEL21' - 6"MEZZ. LEVEL11' - 0"ABDEFGCIHKMNJLALUMINUM STOREFRONTSYSTEMALUMINUM SUN SCREENEXTERIOR PATIOFURNITURE6" ALUMINUM SIDINGW/ WOOD FINISHCEMENT COMPOSITEPANELS6" ALUMINUM SIDINGW/ WOOD FINISH12x24 CHISEL FACEH.D. CONC. BLOCK7.2 STRUCTURAL PANEL SIDING(CHAMPAGNE)EPDM ROOFING1A4002A4003A400T.O. PARAPET SECOND LEVEL36' - 0"F1F2H1H2ALUMINUM REVEAL12x24 SMOOTH FACEH.D. CONC. BLOCK7.2 STRUCTURAL PANEL SIDING(CHAMPAGNE)7.2 STRUCTURAL PANEL SIDING(CHAMPAGNE)1/4" x 1 1/4" CORRUGATEDPANEL SIDING (RAWHIDE COAL BLACK)WALL MOUNTED LEDDOWN LIGHT, SEE SPEC.3' - 0"14' - 6"10' - 6"11' - 0"T.O. PARAPET (1ST LVL.)14' - 6".PERFORATED METAL SCREEN WALLJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:48:27 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA300BLACKMOREMARKETPLACE BUILDINGEXTERIOR ELEVATIONSDESIGN SET 1/8" = 1'-0"A300RE: 1/ A2001NORTH ELEVATION 1/8" = 1'-0"A300RE: 1/ A2002EAST ELEVATIONREVISION SCHEDULENO: DESCRIPTION: DATE: BY: FIRST LEVEL0' - 0"ROOF39' - 0"SECOND LEVEL21' - 6"MEZZ. LEVEL11' - 0"146789111314151617510235.11A4012A401T.O. PARAPET SECOND LEVEL36' - 0"3A401121A402CEMENT COMPOSITEPANELS7.2 STRUCTURAL PANEL SIDING(CHAMPAGNE)EPDM ROOFINGCEMENT COMPOSITEPANELS1/4" / 1'-0"ALUMINUM REVEALMTL. FASCIAALUMINUM REVEALMTL. COPING CAPALUMINUM STOREFRONT SYSTEMALUMINUMWINDOWSEPDM ROOFINGMTL. FASCIACONC. RETAINING WALLW/ MTL. RAILINGINSULATED MTL. DOORINSULATED MTL. DOOR12x24 CHISEL FACEH.D.CONC. BLOCKMTL. AWNING1/4" x 1 1/4" CORRUGATEDPANEL SIDING (RAWHIDE COAL BLACK)1/4" / 1'-0"1/4" x 1 1/4" CORRUGATEDPANEL SIDING (RAWHIDE COAL BLACK)7.2 STRUCTURAL PANEL SIDING(CHAMPAGNE)WALL MOUNTED LEDDOWN LIGHT, SEE SPEC.12x24 SMOOTH FACEH.D.CONC. BLOCK3' - 0"14' - 6"10' - 6"11' - 0"T.O. PARAPET (1ST LVL.)14' - 6"PERFORATED METAL SCREEN WALLFIRST LEVEL0' - 0"ROOF39' - 0"SECOND LEVEL21' - 6"MEZZ. LEVEL11' - 0"ABDEFGCIHKMNJL1A4002A4003A400T.O. PARAPET SECOND LEVEL36' - 0"F1F2H1H2INSULATED MTL.DOOREPDM ROOFINGMTL. FASCIACEMENT COMPOSITEPANELSALUMINUM REVEAL7.2 STRUCTURAL PANEL SIDING(CHAMPAGNE)ALUMINUM WINDOWSMTL. COPING CAPALUMINUM STOREFRONTSYSTEM W/OPAQUE GLASS CONC. RETIANING WALLMTL. TRELLISFOR PLANTINGS12x24 CHISEL FACEH.D. CONC. BLOCK1/4" x 1 1/4" CORRUGATEDPANEL SIDING (RAWHIDE COAL BLACK)12x24 SMOOTH FACEH.D. CONC. BLOCK7.2 STRUCTURAL PANEL SIDING(CHAMPAGNE)7.2 STRUCTURAL PANEL SIDING(CHAMPAGNE)7.2 STRUCTURAL PANEL SIDING(CHAMPAGNE)3' - 0"14' - 6"10' - 6"11' - 0"WALL MOUNTED LEDDOWN LIGHT, SEE SPEC.T.O. PARAPET (1ST LVL.)14' - 6"PERFORATED METAL SCREEN WALLJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:53:37 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA301BLACKMOREMARKETPLACE BUILDINGEXTERIOR ELEVATIONSDESIGN SET 1/8" = 1'-0"A301RE: 1/ A2001SOUTH ELEVATION 1/8" = 1'-0"A301RE: 1/ A2002WEST ELEVATIONREVISION SCHEDULENO: DESCRIPTION: DATE: BY: JOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 10:00:01 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA302BLACKMOREMARKETPLACE BUILDINGEXTERIOR PERSPECTIVESDESIGN SETA3021NORTHEAST PERSPECTIVEA3022NORTHWEST PERSPECTIVEA3023SOUTHEAST PERSPECTIVEA3024SOUTHWEST PERSPECTIVEREVISION SCHEDULENO: DESCRIPTION: DATE: BY: