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HomeMy WebLinkAbout19061 Application MaterialsAB5/40/B Product Overview Wattage: Lumen Output: Color Temp: Max Height: Diameter: 19W 674 lm 3000K, 4000K 40 inches 4 3/4 inches :EPYT :TCEJORP Dark Sky LED Walkway Bollard REV: 1 • 2 / 17 Amerlux®, LLC • P: 973-882-5010 • F: 973-882-2605 • www.amerlux.com Passion. Power. Performance. Finish: Premium quality thermoset polyester powdercoat for a durable finish over a chromate conversioncoating. Custom colors available upon request.. Z (Bronze) B (Black) C (Custom) Styles: 360° Light Distribution, 120° Shield or 180° Shield Mounting Options: Mounting Kit with 8" Anchor Bolts, Included. Wattage: 19W Features The LED Full Cutoff Bollard with a choice of shielding options, is designed to replace HID lighting systems up to 70w MH or HPS. This bollard is ideal for retail centers, industrial parks, schools and universities, public transit and airports, office buildings and medical facilities. Housing: Extruded Aluminum Housing with Flush Mounting Base & Vandal-Resistant Screws, Flat Top. Bollards Can Be Cut to Custom Lengths Upon Request. Listing & Ratings: CSA: Listed for Wet Locations, ANSI/UL 1598, 8750 IP66 Sealed LED Compartment. Driver: • Electronic Driver, 120-277V, 50/60Hz; Less Than 20% THD PF>0.90. • 12V is available. Contact factory. Electrostatic sensitive device. observe precautions for handling Ø4 3/4" overall height(shown at 40") Lens: clear polycarbonate vandal-resistant horizontal lens is recessed in the top of the bollard. PROJECT: LED Walkway Bollard Dark Sky Amerlux®, LLC • P: 973-882-5010 • F: 973-882-2605 • www.amerlux.com TYPE: Ordering Information Performance Passion. Power. Performance. 3000K (optional) 4000K CCTOverall Height 40 (40") Model AB5 Ordering options in bold. Example: AB5/40/360/B Nominal Input Power 19W Approx. Lumens Delivered 674 lm 488 lm 594 lm Degree Optics 360 180 120 120-277V (Standard) 12V (Specify for Low Voltage) hsiniFegatloV Z (Bronze) B (Black) C (Custom) AB5-40-180 POLAR GRAPH 109 218 327 436 V H Maximum Candela = 436.38 Located At Horizontal Angle = 345, Vertical Angle = 20 Vertical Plane Through Horizontal Angles (345 - 165) (Through Max. Cd.) Horizontal Cone Through Vertical Angle (20) (Through Max. Cd.) AB5-40-360 POLAR GRAPH 62 124 187 249 V H Maximum Candela = 248.667 Located At Horizontal Angle = 270, Vertical Angle = 25 Vertical Plane Through Horizontal Angles (270 - 90) (Through Max. Cd.) Horizontal Cone Through Vertical Angle (25) (Through Max. Cd.) Application Wall luminaires with single-sided light output designed to provide up or down lighting effects for interior and exterior locations. Materials Luminaire housing and faceplate constructed of die-cast marine grade, copper free (≤ 0.3% copper content) A360.0 aluminum alloy Clear safety glass Reflector made of pure anodized aluminum High temperature silicone gasket Mechanically captive stainless steel fasteners NRTL listed to North American Standards, suitable for wet locations Protection class IP 65 Weight: 4.4 lbs Electrical Operating voltage 120-277V AC Minimum start temperature -30° C LED module wattage 7.9 W System wattage 10.5 W Controllability 0-10V dimmable Color rendering index Ra > 80 Luminaire lumens 652 lumens (3000K) LED service life (L70) 60,000 hours LED color temperature 4000K - Product number + K4 (EXPRESS) 3500K - Product number + K35 3000K - Product number + K3 (EXPRESS) 2700K - Product number + K27 Amber - Product number + AMB Wildlife friendly amber LED - Optional Luminaire is optionally available with a narrow bandwidth, amber LED source (585-600nm) approved by the FWC. This light output is suggested for use within close proximity to sea turtle nesting and hatching habitats. Electrical and control information may vary from standard luminaire. LED module wattage 9.0 W (Amber) System wattage 11.6 W (Amber) Luminaire lumens 220 lumens (Amber) BEGA can supply you with suitable LED replacement modules for up to 20 years after the purchase of LED luminaires - see website for details Finish All BEGA standard finishes are matte, textured polyester powder coat with minimum 3 mil thickness. Available colors Black (BLK) White (WHT) RAL: Bronze (BRZ) Silver (SLV) CUS: Wall luminiare - single-sided light output β = Beam angle BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 info@bega-us.com Due to the dynamic nature of lighting products and the associated technologies, luminaire data on this sheet is subject to change at the discretion of BEGA North America. For the most current technical data, please refer to bega-us.com © copyright BEGA 2018 Updated 03/19/19 Type: BEGA Product: Project: Modified: Available Accessories 79 547 Suface mounted wiring box See individual accessory spec sheet for details. Wall luminaire · single-sided output LED β A B C D Required wiring box 66 655 7.9 W 19.5 °4 3⁄8 9 6 3⁄8 1 5⁄8 19 537 A C B D West Babcock Mixed-Use 1612-1704 West Babcock Street SITE PLAN APPLICATION FEBRUARY 2019 Site Plan Application 2 West Babcock Mixed-Use Table of Contents 1. Site Plan Application Forms & Checklists: (A1, SP, N1, SP1, PLS ) 2. Project Team 3. Project Summary 4. Response to Concept Review Comments 5. Site Plan Narrative A. General Site Information and Context B. Block Frontages C. Circulation & Parking D. Site Considerations E. Parkland & Affordable Housing F. Site Lighting G. Building Design H. Landscaping I. Traffic J. Water Rights K. Departures Appendices: Appendix A: Draft Waiver of Right to Protest Appendix B: Cash In Lieu of Water Rights Email Appendix C: West Babcock Striping Plan Appendix D: West Babcock Street Section Appendix E: Lighting Cut Sheets Appendix F: Building Perspectives Appendix G: Traffic Impact Study Site Plan Application 3 West Babcock Mixed-Use Plan Set: A000 Cover Sheet A100 Site Vicinity Plan A101 Site Plan A102 Site Details A103 Site Details A104 Street Sections A200a Level 1 Conceptual Plan - Building E A200b Level 1 Conceptual Plan - Building W A201a Level 2 Conceptual Plan - Building E A201b Level 2 Conceptual Plan - Building W A202a Level 3 Conceptual Plan - Building E A202b Level 3 Conceptual Plan - Building W A203a Level 4 Conceptual Plan - Building E A203b Level 4 Conceptual Plan - Building W A204a Level 5 Conceptual Plan - Building E A204b Level 5 Conceptual Plan - Building W A205a Roof Conceptual Plan - Building E A205b Roof Conceptual Plan - Building W A300 Exterior Elevations A301 Exterior Elevations A302 Exterior Elevations A304 Exterior Elevations C1.0 Cover Sheet C1.2 Notes, Abbreviations, & Legend C2.1 Existing Conditions C2.2 Demolition Plan C3.1 Site Plan Overview C3.2 Site Plan C3.3 Utility Plan Services C3.4 Utility Plan Storm Drainage C3.5 Relocated Storm Sewer Main Plan C3.6 Construction Management Plan C4.1 Grading & Drainage Plan Overview C4.2 Detailed Grading Plan C4.3 Detailed Grading Plan C4.4 Detailed Grading Plan C4.5 Detailed Grading Plan C5.1 Details C5.2 Details Table of Contents (continued) Site Plan Application 4 West Babcock Mixed-Use C5.3 Details L0.0 Overall Landscape Plan L0.1 Notes and Legends L0.2 Tree Protection Plan L3.0 Planting Plan Enlargement L3.1 Planting Plan Enlargement L5.0 Landscape Details L5.1 Landscape Details L6.0 Irrigation Water Usage PM 1.0 Lighting and Photometric Plan Table of Contents (continued) Site Plan Application 5 West Babcock Mixed-Use 1. Site Plan Forms and Checklists Attached please find the A1 and SP forms for the West Babcock Mixed-Use Project. The calculated fees total $15,979.73 (see below for full calculations) for the Site Plan. Additionally, please find the SP1, PLS and N1 forms along with a copy of the adjoining property owners information. COMPONENT FEE QUANTITY TOTAL Base $2,278.00 1 $2,278.00 Dwelling Units $118 each 94 $11,092.00 Commercial (0-30,000 sf) $542/1,000 sf 4.815 $2,609.73 $15,979.73 TOTAL Site Plan Application 6 West Babcock Mixed-Use 2. Project Team OWNER AV MT1, LLC 1807 West Dickerson Street Bozeman, MT 59715 p: 203.376.0846 APPLICANT North Coast Companies, LLC 1807 West Dickerson Street Bozeman, MT 59715 p: 203.376.0846 PROJECT CONSULTANTS: Architecture & Intrinsik Architecture, inc. Planning 111 N. Tracy Avenue Bozeman, MT 59715 p: 406.582.8988 Civil TD&H Engineering, Inc. Engineering 234 E. Babcock Street, Suite 3 Bozeman, MT 59718 p: 406.586.0277 Landscape Design 5 Landscape Architecture Architecture 37 E. Main Street, Suite 10 Bozeman, MT 59715 p: 406.587.4873 Site Plan Application 7 West Babcock Mixed-Use 3. Project Summary The West Babcock Mixed-Use project is a proposed mixed commercial and residential development within the B-2M zoning District. The development and site plan includes two mixed-use buildings on three existing parcels totaling 1.8 acres. Both buildings contain commercial shell space, parking and storage on the ground floor and residential dwelling units on the upper four floors totaling 94 units in the project. Site improvements will include surface parking, sidewalk and streetscape enhancement, internal sidewalks, landscaping, trash collection area, and additional site improvements, see Sheet A101 Site Plan for specifics. The subject property is located on the south side of West Babcock Street between South 19th Avenue & South 15th Avenue. The subject site is currently comprised of three parcels (located at 1612, 1624, & 1704 West Babcock Street) containing commercial buildings. The project proposes to aggregate the three parcels into two sites totaling 78,413 SF (1.8 Acres). The project site is designated “Community Commercial Mixed Use” in the growth policy and zoned Community Business District - Mixed (B-2M). The proposed project meets the intent of the B-2M zoning district “a vibrant mixed-use district that accommodates substantial growth and provides for a range of commercial uses and encourages the integration of multifamily residential uses”. Site Plan Application 8 West Babcock Mixed-Use 4. Responses to Concept Review (CONR) 18-435, October 12th, 2018 Planning Division: 1. Usable commercial open space amounting to 2% of the development envelope is required per 38.520.060.C. Please contact staff for appropriate method in determining the development envelope for mixed-use buildings. Response: The applicant is aware and has complied. Per emails and conversations with the City Planning Dept. on December 14 and 21, 2018, the site area identified for non-residential components of this project equal approximately 46,000 SF x 2% = 920 SF. See Table 5: Open Space Calculations and Site Plan Sheet A101 for more information. 2. The Open Space table provided appears to include the entire 12’ sidewalk. Only sidewalk areas greater than 12’ may be counted and the area must meet pedestrian-oriented design requirements of 38.520.060.D. Response: The applicant understands and has updated the table accordingly. 3. Articulated building entries. Primary building entrances must be clearly defined and scaled proportionally to the building. a. Staff deems all areas where multiple tenants share an entry as a “primary” entry (differs from secondary entries into individual units residential units). Ensure that rear and side entries are clearly defined and scaled proportionally to the building. b. Entries facing the 5’ setback may not be able to meet this requirement. c. Departures may be requested. Response: The applicant has updated the primary entry design accordingly to meet this standard, please see Sheets A101 Site Plan, A200a Level One Building (E), A200b Level One Building (W), A300, A301, A302, & A303 Building Elevations 4. Staff may require additional screening along the rear property boundary for residential adjacency of different density. Response: Applicant is aware and understands this requirement. See Landscape sheets for planting and screening of the rear property boundary, Sheet A101 Site Plan, and A101—A103 Site Details. 5. Restaurants within a mixed-use building have the same parking requirements as “commercial.” Response: Applicant has addressed this comment. See narrative for full, revised parking calculations and Figure 5 for more detail. 6. Bicycle parking required for the site would be 88 (residential) + 11 (commercial) Response: Applicant has addressed this with the previous comment, see narrative for full, revised parking calculations including bicycle parking. A portion of the bicycle parking is internal to the buildings private storage for residents with the remaining Site Plan Application 9 West Babcock Mixed-Use located on-site for visitors and users. Please note the calculations have been adjusted based on new unit counts to 94 (residential) and 6 (commercial). 7. Due to the length of the building walls, please plan for the following: a. Maximum façade width requirements of 38.530.040.E. b. 12 foot wide pathway design for mixed-use buildings 100’ or more in length abutting parking lots per 38.520.040.D.4. Response: 7.a. The applicant understands and has adjusted accordingly. See floor plans and Elevations for locations and details 7.b. The applicant is requesting a departure to this requirement, see Section K of the application narrative for more information regarding this request. 8. Due to the presence of overhead powerlines, a utility easement will be required in addition to the road right-of-way and proper clearance will need to be incorporated into building design. (It was also stated in planning staff CONR comments that utility lines could not be relocated underground) Response: The Applicant is aware and has been in discussions with City Staff and Northwestern Energy (NWE) to determine the best location for the utility lines. After discussion with NWE, it was determined that the power lines can in fact be relocated underground. However the applicant requests the overhead lines be kept above ground and relocated to the boulevard section of the West Babcock Right of Way. Northwestern Energy is supportive of this location, therefore, no new easement is currently plan for the project. See sheet A101 Site Plan and C3.3 Utility Plan - Services for more information on the location of the existing and proposed utility location. 9. Ensure that the building is one foot within the property/easement line as required in block frontage. Response: Applicant has addressed this requirement. Please refer to Sheet A101 Site Plan for more information. 10. Follow requirements of 38.520.070 when locating electrical panels and mechanical equipment. Response: The Applicant has complied with the provisions of this section. All mechanical equipment will be located on the roof and screened by the roof parapet. Electric and gas meters will be located at the ground level on the south façade of the buildings to minimize visibility to the public and neighbors. Please refer to Sheet A101 Site Plan for location of electric and gas meters. Planning Advisory Comment: 1. This project will require review by the Design Review Board per Sec. 38.230.040. - DRB review thresholds. Response: The applicant understands and agrees with this comment. Site Plan Application 10 West Babcock Mixed-Use Engineering Division: 1. The Transportation Master Plan identifies West Babcock Street from 11th Ave to 19th Ave as a recommended Major Street Network project. The West Babcock Mixed Use Project cannot be constructed until West Babcock Street is fully constructed from 19th Avenue to 15th Avenue. As part of the reconstruction, the overhead electric transmission lines will need to be relocated. Due to their size, they cannot be moved underground. Response: The recently updated and approved Capital Improvements Program (CIP) Plan identifies this stretch of West Babcock Street as CIP Number SIF 118 and it is scheduled for FY 22. It is anticipated that road construction will coincide or follow project construction. Through discussions with NW Energy the applicant has learned that the electrical service lines can be placed below ground, but the applicant has elected to keep them as overhead lines. See response to planning division Comment 8 for more information. 2. The applicant must submit an estimate for peak-hour and average daily sewer flow generated by the project. The applicant is encouraged to contact the engineering department (Anna Russell) with this estimate prior to submitting a site plan application to verify the sewer requirements. The capacity in the sewer line in West Babcock Street will need to be verified. In addition, there is likely a downstream sewer constriction that significantly limits the allowable discharge for this proposed project. The downstream sewer line may need to be upgraded in order for this project to be served. Response: Please find the estimates for the peak-hour and average daily sewer flow generated by the project in the engineering design report 3. Stormwater runoff for the site must be designed to limit runoff to pre-development rates. A stormwater drainage/treatment grading plan and maintenance plan for a system designed to remove solids, silt, oils, grease, and other pollutants must be provided to and approved with the site plan application. The plan must demonstrate adequate site drainage (including sufficient spot elevations), storm water detention/retention basin details (including basin sizing and discharge calculations, and discharge structure details), storm water discharge destination, and a storm water maintenance plan. The approved stormwater maintenance plan must be incorporated into the Owners Association Documents and submit a copy prior to site plan approval. Response: Please see civil sheets C4.1 – C4.5 for the grading plan, civil sheets C5.1 – C5.3 for details, and the engineering design report for the storm drainage calculations. A separate stormwater maintenance plan is also provided. 4. Trenching within West Babcock Street will require flowable fill to be used as backfill. Response: The applicant acknowledges and agrees with this comment. 5. The applicant must submit an estimate for peak-hour trip generation for the proposed project. The engineering department will use this estimate to determine if a traffic impact study is required for the project. Response: Please see the traffic study report for the peak-hour trip estimate for the proposed project. Site Plan Application 11 West Babcock Mixed-Use 6. If not already filed for the subject site, the applicant must provide and file with the County Clerk and Recorder's office executed Waivers of Right to Protest Creation of Special Improvement Districts (SID’s) for the following: a. Street improvements to West Babcock Street including paving, curb/gutter, sidewalk, and storm drainage b. Street improvements to South 19th Avenue including paving, curb/gutter, sidewalk, and storm drainage c. Street improvements to South 15th Avenue including paving, curb/gutter, sidewalk, and storm drainage d. Intersection improvements to West Babcock Street and South 19th Avenue e. Intersection improvements to 19th Avenue and West Babcock Street f. Intersection improvements to Babcock Street and South 15th Avenue The document filed must specify that in the event an SID is not utilized for the completion of these improvements, the developer agrees to participate in an alternate financing method for the completion of said improvements on a fair share, proportionate basis as determined by square footage of property, taxable valuation of the property, traffic contribution from the development, or a combination thereof. The applicant must provide a copy of the filed SID waiver prior to site plan approval. Response: Applicant acknowledges and agrees with this comment. A draft copy is included as Appendix A for review. The waiver for the Right to Protest will be filed prior to application for the building permit. 7. The applicant must contact the City of Bozeman Engineering Department (Brian Heaston) to obtain an estimate for payment of cash-in-lieu of water rights or to determine if a cash- in-lieu payment has already been made. Any payment shall be provided in accordance to Bozeman Municipal Code (BMC) section 38.410.130. Response: Please see Appendix B for an email from Brian Heaston with calculations and an estimate of $54,358 for the CILWR. 8. The applicant must install no parking signs and painted curb along the main drive into the site. Response: Applicant has addressed this requirement. Please see civil sheet C3.1 and C3.2 for no parking signs and yellow curb paint along the main drive into the site. 9. The applicant must provide standard curb and gutter around perimeter of parking area. Response: Applicant has addressed this requirement. Please see civil sheets C3.1 and C3.2. 10. The Unified Development Code, Section 38.540.020.M requires snow removal storage areas sufficient to store snow accumulation on site. Such areas shall not cause unsafe ingress/egress to the parking areas, shall not cause snow to be deposited on public rights-of-way, shall not include areas provided for required parking access and spaces, and shall not be placed in such a manner as to damage landscaping. Site Plan Application 12 West Babcock Mixed-Use Response: Applicant has addressed this requirement. Please see civil sheets C3.1 and C3.2. Solid Waste Division: 1. Please provide garbage enclosure details for review by Solid Waster Divisions. Response: Applicant has addressed this requirement. See sheets A101 Site Plan, A102 Site Details, & A103 Site Details for more information. 2. Trash Enclosure needs to be covered. Response: Applicant has addressed this requirement. See sheets A101 Site Plan, A102 Site Details, & A103 Site Details for more information. Building Division: 1. Ensure that you are meeting ADA requirements for building units including the storage spaces. Response: This development will be designed in compliance with the IBC including it’s accessible requirements; as well as ANSI 117.1 standards for accessible design. Specifically pertaining to this site plan, the site design provides five (5) ADA parking spaces throughout the site. All accessible parking facilities and site access and circulation is in compliance with the codes listed above. 2. A backup generator will be required - please show on site plan and include appropriate screening per 38.520.070. Response: Applicant understands and has complied. Backup generators will be located on the roof of each building and will be screened by the parapet. 3. Grease interceptors will be required and must be located for maintenance. Response: There are no restaurant uses is planned that would require a grease interceptor. Fire Department: 1. Hydrant must be located within 100’ of the fire department connection for each building. Response: Applicant will work to verify that there are locations within the designated distance. If one needs to be installed, applicant engineering will coordinate with the fire department and City Engineering. Please refer to Sheet A101 Site Plan and C3.3 Utility Plan - Services for more information. 2. Fire lane signage and striping will be required. Response: The fire lane will be located in the center drive running North-South between the buildings and will be signed and striped accordingly. Site Plan Application 13 West Babcock Mixed-Use General Comments: 1. The City of Bozeman has adopted impact fees as part of its development regulations. The impact fee program is contained in Chapter 3.24, Bozeman Municipal Code. Future building permit applications will require payment of the required transportation, water, sewer and fire impact fees according to the City of Bozeman adopted impact fee schedule in place at the time of building permit issuance. An estimate can be supplied through our office. Contact Chris Saunders, Planning and Policy Manger, at 406- 582-2267 for further information. This requirement is paid at building permit issuance. Response: The applicant acknowledges and agrees with this comment. 2. The City of Bozeman requires a payment for cash in lieu of water rights for further development of property where cash in lieu has not been paid. As the property has previously been subdivided there may or may not be outstanding requirements for this location. The City will recognize any previously provided water rights or cash-in-lieu for this property as applying towards future development of this site. Contact Brian Heaston, Engineer at 406-582-2280 for further information. This requirement is paid at plan review with a formal application. An estimate of required fees and payment is required with plan application submittal. Response: Please see Appendix B for an email from Brian Heaston with calculations and an estimate of $54,358 for the CILWR. Note: Intrinsik Architecture, Inc. did not receive comments for the CONR from the following Departments: • Stormwater Division • Parks & Recreation • Sustainability Division • NW Energy Response: The applicant acknowledges this and realizes more comments or conditions may come from these departments with future applications. Site Plan Application 14 West Babcock Mixed-Use 5. Site Plan Narrative A. General Site Information and Context The West Babcock Mixed-Use intends to promote a sustainable pattern of development meeting the design standards laid out by the City of Bozeman while showcasing a quality in-fill development. This site was chosen for its proximity to major transportation corridors, existing neighborhoods, Montana State Univeristy, Bozeman High School and Midtown. The West Babcock Mixed-Use project will begin to establish a distinct focal area and visible identity to this developing district. As noted earlier, the subject property comprises of three lots and is located on the south side of West Babcock Street between South 19th Avenue & South 15th Avenue. The current parcels to be developed are located at 1612, 1624, & 1704 West Babcock Street and contain commercial buildings. The project proposes to aggregate the three parcels into two sites totaling 78,413 SF (1.8 Acres). Zoning & Project Location Source: City Of Bozeman/GIS Site Plan Application 15 West Babcock Mixed-Use The project site is designated “Community Commercial Mixed Use ” in the growth policy and zoned Community Business District - Mixed (B-2M). The proposed project meets the intent of the B-2M zoning district “a vibrant mixed-use district that accommodates substantial growth and provides for a range of commercial uses and encourages the integration of multifamily residential uses”. Adjacent sites to the north and east are also zoned B-2M, and to the west are zoned Commercial Business (B-2), while parcels to the south are zoned Residential Medium Density (R-3). This project is proposed to be completed in one phase and consists of two, 5-story mixed use buildings. For reference, these buildings will be referred to as Building E (east building) and Building W (west building). The buildings will be similar in design, material, and programming to read as a cohesive project; but each will be distinct and contain unique features to create aesthetic variation and visual interest, see Section H. Building Design, for more specifics on architecture. The intent is to provide a highly visible space and encourage ground floor commercial development along W. Babcock to serve the surrounding neighborhood. Additional Site Perspective Site Plan Application 16 West Babcock Mixed-Use uses on the ground floor will include tenant storage and garage parking. The upper levels (2nd-5th) consist of residential dwelling units with a portion of Building W ’s 5th floor dedicated to an indoor/outdoor common open space as an amenity for projects residents. Building E includes 52 residential units and Building W contains the remaining 42 dwelling units for the residential component of the project. Table 1 details the distribution and location of the residential unit types by building. TABLE 1: Distribution of Uses and Dwelling Units at the West Babcock Mixed-Use Site The West Babcock Mixed-Use Building footprints (E and W combined) total 33,450 SF, which accounts for 42.6% coverage of the 1.8 acre project area. There is no maximum lot coverage required for this site. The total building area is 134,603 SF, with 4,815 SF being commercial, 23,820 SF of indoor parking and services, and the remaining 105,968 SF being residential. The Floor Area Ratio (FAR) has been calculated at 1.71:1, however there is no maximum FAR for B-2M. The net residential density for the project is 52 units per acre. Hardscape surfaces including parking lots, vehicular access and pedestrian access account for 44.1% (34,597 SF) of the project site and landscaped areas account for the remaining 13.3% (10,366 SF). Please refer to Sheet A 000 Cover Sheet for a full breakdown of site statistics. BUILDING LEVEL USE TOTAL UNITS STUDIO 1 BR 2 BR SF Bldg. E Ground Commercial 1 N/A N/A N/A 2,405 Bldg. E 2 Residential 13 1 7 5 Bldg. E 3 Residential 13 1 7 5 Bldg. E 4 Residential 13 1 7 5 Bldg. E 5 Residential 13 1 7 5 Building E TOTALS 52 Res. 4 28 20 Bldg. W Ground Commercial 1 N/A N/A N/A 2,410 Bldg. W 2 Residential 11 1 5 5 Bldg. W 3 Residential 11 1 5 5 Bldg. W 4 Residential 11 1 5 5 Bldg. W 5 Residential 9 1 4 4 42 Res. 4 19 19 Building W TOTALS Site Plan Application 17 West Babcock Mixed-Use B. Block Frontages The project site is designated as mixed block frontage. This project is opting for storefront block frontage along the entirety of West Babcock. The site plan complies with the store-front block frontage requirements and includes a minimum 15 foot -wide sidewalk, weather protection coverage at an average depth of 5 feet and transparent storefront glazing along 60% of the length of the frontage between 30 in. and 10 ft (UDC 38.510.030.B). The Buildings are located within one foot of the north property lines, and the entire length of frontage will be occupied by active, commercial use, residential entrance lobbies and accessory spaces. Please refer to Figure 1 below for frontage designations and Sheets A300 - A303 Exterior Elevations for more information. Figure 1: Frontage Designations Source: City of Bozeman/GIS Site Plan Application 18 West Babcock Mixed-Use A 15-foot wide sidewalk is provided per the Store-front block frontage standards (38.510.030.B). The proposed buildings provide the necessary façade transparency. Building E provides 60% and Building W provides 61% on the ground floor between 30” and 10’ above the sidewalk. For more illustrations of transparency and full calculations see Section G, Building Design. Site Plan Application 19 West Babcock Mixed-Use C. Site Circulation & Parking Both of the buildings are sited on the northern portion of the site with surface park- ing to the south, behind the buildings, to provide a pedestrian friendly commercial storefront experience along West Babcock and a substantial buffer for the existing residential area located south of the project site. The frontage along West Babcock will be designed to storefront block frontage standards as described in Section B. The site has one, central vehicular access point off of W. Babcock centrally located between the buildings. This drive was located to maintain maximum separation dis- tance from existing drives to the East and West, and to align with an existing drive across the street to the north. Although the drive access is less than 330’ away from the adjacent drives, this location reduces potential conflict areas posed by the multi- ple, existing access points currently located along this section of W. Babcock. This central drive provides access to parking garages in each Building and the sur- face parking lot on the southside of the project site. Furthermore, this drive is de- signed to provide efficient trash collection and fire truck access and maneuvering. The Southeastern and Southwestern corners of the site will be left open as a land- scaped private open space for residents. Internal sidewalk and pedestrian circula- tion provide accessibility throughout the site. Site Plan Application 20 West Babcock Mixed-Use Commercial entries are located off the North sidewalk frontage and oriented on West Babcock Street. The main residential building entrances are centrally located to either side of the drive access off of the North Sidewalk frontage and also oriented on West Babcock. Additional resident entries are provided to the East, West and South for more direct access from parking and site areas and building egress. All building Entries are placed along internal sidewalk system which provides interrupted circulation throughout the site. Please refer to Sheet A101 Site Plan for locations and details. Parking is provided by indoor ground level parking garages in each building and surface parking in the center and south portions of the site. This project provides 106 total park- ing spaces, 2 more than required and with no parking reductions taken. A total of 5 ac- cessible parking spaces are provided including two spaces within the residential garag- es with the remaining three spaces in the surface lots. All Accessible spaces comply with ADA standards and are located along an accessible route to building entries and internal pathways. Please refer to parking calculations below and Sheets A100 Site Vi- cinity Plan, A101 Site Plan, and C3.2 Site Plan for locations and details. PROGRAM B-2M DISTRICT REQUIREMENTS PARKING SPACES BUILDING (E): 52 UNITS 1 Space Per Unit 52 COMMERCIAL/RESTAURANT SPACE 2,405 SF 2 Per 1,000 SF 5 BUILDING (W): 42 UNITS 1 Space Per Unit 42 COMMERCIAL SPACE/RESTAURANT 2,410 SF 2 Per 1,000 SF 5 TOTAL SPACES REQUIRED: 104 SPACES PROVIDED: GARAGE PARKING 49 SURFACE PARKING 57 ACCESSIBLE SPACES FOR A FACILITY WITH 101 – 150 SPACES (included Towards Total*) 5 ( 1 van + 4 standard) 5* TOTAL SPACES PROVIDED: 106 Table 3: Site Parking Calculations Site Plan Application 21 West Babcock Mixed-Use Bicycle Parking As currently proposed, a total of 117 bicycle parking spaces are provided with a combi- nation of individual indoor private storage rooms (94) for residential units and surface level bike racks (10). Each residential unit will have a private storage room on the ground level that will provide space for bicycle parking. The remaining bicycle parking demand will be provided with surface racks positioned near the main residential build- ing entries . No bicycle parking reductions have been taken at this time, and the amount of parking proposed exceeds the requirement by (17) spaces. Please refer to Table 4: Bicycle Parking Calculations. PROGRAM B-2M DISTRICT REQUIREMENTS BICYCLE SPACES BUILDING (E): 52 UNITS 1 Space Per Unit 52 COMMERCIAL/RESTAURANT SPACE 2,405 SF 1 Per 1,000 SF 3 BUILDING (W): 42 UNITS 1 Space Per Unit 42 COMMERCIAL SPACE/RESTAURANT 2,410 SF 1 Per 1,000 SF 3 TOTAL SPACES REQUIRED: 100 SPACES PROVIDED: 107 RESIDENTIAL BICYCLE/STORAGE ROOMS SURFACE RACKS 10 TOTAL SPACES PROVIDED: 117 Table 4: Bicycle Parking Calculations Site Plan Application 22 West Babcock Mixed-Use D. Site Considerations i. Setbacks & Utilities Per UDC Sec. 38.320.050, a 15’ setback runs along the north property line along West Babcock Avenue and a 5’ setback along the west, east, and southern property lines. However, as part of this site plan application an additional 15’ of R.O.W. along West Babcock will be dedicated to the City for transportation improvements and upgrades to West Babcock Street. (See Appendices C and D for street sections and striping plans). This application proposes A zero foot setback along West Babcock relative to the new property line location after R.O.W. dedication. The existing overhead electrical lines are currently located in the roadway of the future West Babcock street section. The Applicant requests the overhead Electrical lines be relocated to the boulevard section of the future West Babcock Right of Way. Northwestern energy is supportive of this location, therefore, no easements will be required. Please refer to Sheet A101 Site Plan for more information on the location of the existing and proposed utility location. Private utilities are already installed adjacent to the project site. Overhead powerlines, as well as underground natural gas and telecommunications run along the northern property line along W. Babcock Avenue. Some or all of these utilities will need to be Site Plan Application 23 West Babcock Mixed-Use relocated with the West Babcock street upgrades. This application proposes a new 15’ Easement to be located in the West Babcock Right -Of-Way per UDC 38.320.050 . Please refer to Sheets A101 Site Plan and C3.3 Utility Plan for all utility information and locations. ii. Pedestrian Circulation The project has a contiguous system of sidewalks for site -wide accessible pedestrian circulation connecting all building entries, surface parking, refuse areas, and ground level open space. A 15’ wide concrete sidewalk serve as the primary pedestrian thoroughfare running east-west across the West Babcock Frontage, and secondary pedestrian circulation consists of internal concrete sidewalks which are seven feet wide where adjacent to parking and 5 feet wide elsewhere. Crosswalks will be installed at points along the center drive aisle and across parking drive aisles to the refuse area. Additionally, signage inside and outside of garage entrances will prevent conflicts at garage doors. iii. ADA Provisions This development will be designed in compliance with the IBC including it’s accessible requirements; as well as ANSI 117.1 standards for accessible design. Specifically pertaining to this site plan, the site design provides five (5) ADA parking spaces throughout the site; All of which comply with ADA standards. These parking spaces, as well as all resident and commercial building entries, refuse areas, and landscaped open spaces are connected via a system of internal site pathways which comply with the ADA requirements for an accessible route. iv. Fences and Railings Fences will be provided on the south side of the site for screening as well as open space enclosure. Shorter segments of fencing will work in tandem with landscaping along the south property line to screen the surface parking from the neighbors to the south. A portion of the surface open space in the Southeast and Southwest corners of the site will be fenced to provide an enclosed space for tenant and canine recreation. The enclosed area is pulled away from the parking areas in order to provide ample snow storage in the winter. Please refer to Sheets A101 Site Plan, A103 Site Details, and L0.0 Landscape Plan for locations and details. Site Plan Application 24 West Babcock Mixed-Use v. Trash Enclosure An enclosure for refuse containers and recycling is sited in the center of the south parking area, and will serve the entire project. Trash chutes within buildings will empty into a refuse collection area on the ground floor in the garages, and property management will be responsible for transferring the residential refuse to the main enclosure for collection. Commercial uses will transfer refuse to the dumpster enclosure as needed. The trash pick-up schedule will be determined based on need at full build out with (2) 8 yard dumpsters. The enclosure is screened and features a horizontal cover per UDC requirements outlined in 38.520.070.C.1.c. Please refer to Sheets A101 Site Plan for location and A102 & A103 Site Details for enclosure details. vi. Snow Storage Ample snow storage areas totaling approximately 750 SF are located at the eastern and western ends of the surface parking lot in the rear of the building. Please refer to Sheets A101 Site Plan and C3.1 Site Plan Overview for locations and details. vii. Open Space Private residential open space required for dwelling units is provided through a combination of private unit balconies and decks, a common 5 th floor amenity space on Building W, Lounge spaces at residential entry lobbies, surface landscaped open space on the Southeastern and Southwestern corners of the site and a plaza space to the northwest of Building E. Commercial open space is provided by a portion of 15’ sidewalk that is wider than the Block frontage requirement per UDC 38.510.030. Required commercial open space was calculated based on information provided by City Staff in an email dated December 14, 2018. The applicant was directed to use non - residential components of the site, estimated at 46,000 SF and take two percent, which is equal to 980 SF. Please refer to Table 5: Open Space Calculations, as well as Sheet A101 Site Plan and Sheets A200a - A204b Floor Plan Sheets for locations and details. Site Plan Application 25 West Babcock Mixed-Use * Commercial Open Space was calculated per City of Bozeman planning staff direction. viii. Construction Management To provide a safe working environment for adjacent properties, the project will utilize temporary construction fencing along the perimeter of the property. A 40cy dumpster for construction waste and the construction staging area will located within the perimeter of the fencing in the rear of the site. Please refer to Sheet C3.6 Construction Management Plan for more information. PROGRAM B-2M DISTRICT REQUIREMENTS OPEN SPACE (55) STUDIO & ONE BEDROOM UNITS 100 SF PER UINT 5,500 SF (39) TWO BEDROOM UNITS 150 SF PER UNIT 5,850 SF TOTAL PRIVATE OPEN SPACE REQUIRED: 11,350 SF 2,000 SF PRIVATE BALCONIES SITE OPEN SPACE 6,445 SF PLAZA 1,386 SF ENTRY LOBBIES 1,040 SF COMMON AMENITY SPACE & OUTDOOR PATIO 1,489 SF TOTAL PRIVATE OPEN SPACE PROVIDED: 12,360 SF USABLE COMMERCIAL OPEN SPACE* 46,000 SF X 2% 920 SF TOTAL COMERCIAL OPEN SPACE REQUIRED 920 SF SIDEWALKS (12 FT. OR WIDER) 1,093 SF TOTAL COMERCIAL OPEN SPACE PROVIDED 1,093 SF Table 5: Open Space Calculations Site Plan Application 26 West Babcock Mixed-Use ix. Site Adjacencies Walkability & Neighborhood Amenities The site is located within a diverse neighborhood close to Downtown, Midtown, Montana State University, and the Business District of 19th Avenue. Activities within a 5 -10 minute walk include retail with shops/restaurants, offices, bars, grocery, service station, residential neighborhoods, park, schools, and churches. The project is an ideal location for residential infill within the City Bozeman as it is a previously developed area within the existing infrastructure and surrounded by existing services. Please refer to Figure 2 Proximity Diagram, below for specifics. Figure 2: Proximity Diagram Source: Google Earth Site Plan Application 27 West Babcock Mixed-Use E. Parkland & Affordable Housing The West Babcock Mixed Use development is a multi-family residential with commercial uses. The affordable housing provisions and requirements of the UDC do not apply to this project. Per UDC 38.420.030 C, this project will be providing cash in lieu for the parkland dedication. Calculations: Max required dedication - 12 Units/Acre (B-2M) Dedication per dwelling = .03 acres (12 Units/Acre x 1.8 Acres x .03) = .648 Acres (28,227 SF) (28,227 SF x $1.50) = $42,340.50 PUBLIC PARKLAND DEDICATION TRACKING TABLE CURRENT PREVIOUS PHASES: SUBDIVISION NAME: N/A PROJECT NAME: West Babcock Mixed -Use TOTAL FOR SUBDIV: THIS PROPOSAL: PHASE/LOT: N/A No previous phases NUMBER OF RES. UNITS PER PHASE/LOT / SITE PLAN 94 94 N/A ACREAGE PARK LAND AND/OR CIL REQUIRED: $42,340.50 .648 .648 =12 du x 1.8 acres x 0.03 acres/du N/A VALUE OF IMPROVEMENTS IN LIEU PRO- POSED: $________________ VS. VALUE OF CODE REQD. BASIC PARK IMPROVEMENTS: $ ___________ N/A N/A N/A ACREAGE PARK LAND PREVIOUSLY DEEDED TO COB: N/A N/A N/A ACREAGE PARK LAND YET TO BE CONVEYED: N/A, using CIL N/A N/A PARK MASTER PLAN APPROVAL DATE:_________ N/A N/A Table 6: Parkland Tracking Table Site Plan Application 28 West Babcock Mixed-Use F. Site Lighting This project will provide comprehensive exterior building and site lighting in accordance with the standards specified in UDC 38.570. All building entries will be well lit with site and building lighting tailored to the specific entrance. Recessed fixtures will be located and evenly spaced in the awning along the West Babcock frontage to provide adequate lighting at the main commercial and residential building entrances and promote an active pedestrian frontage after dark. Other primary building entrances on the sides and rear of the buildings will also offer recessed lighting at smaller awnings or in the ceilings at recessed entries. Parking garage entrances and Building E will be lit by wall mounted lighting placed above the doors to provide sufficient lighting for safe vehicle entry/egress of the buildings. At the exterior exit of Stair 2 in Building (E) : in order to o provide the requires 5 foot-candles for a safe exit , a low wattage wall mounted light will be located above the door. Due to the close proximity of this door to the property line the light can not be reduced to 1 foot-candle at the property line. The applicant will work with planning staff to determine the most appropriate operation of this light in consideration of the adjacent property. The outdoor parking areas and south pedestrian pathways will utilize bollard mounted lighting evenly spaced to provide adequate lighting for vehicle traffic and safe pedestrian access to and from all parking areas. All lighting will be night sky compliant and properly placed as to not create a nuisance to adjacent properties and public rights -of-way. Please refer to Sheet PM 1.0 Photometric Plan for lighting locations and details, and Appendix E for additional details and cut sheets. Site Plan Application 29 West Babcock Mixed-Use G. Building Design This site plan proposes a cohesive project with two buildings and an activated street presence focused on pedestrians. The formal massing concept for this project differ- entiates the overall form of the two buildings from one another and break up the mass of each building into similar smaller forms that share fenestration & material detailing. This strategy creates variation in the streetscape while allowing both buildings to read as one cohesive project. In order to differentiate the overall form of the two buildings, the upper floors are offset differently in the north and south direction. While both building’s first floor store frontage sits on the north property line; Building E’s upper floors are set back 30’ from the north property line while Building W ’s upper floors are set on the property line. Additionally, the 5 th floor of Building W is set back 10’, allowing the building to read as only 4 stories from the street. This allows each building to take on its own formal identity and creates a more dynamic experience for the pedestrian. Furthermore, each building will be broken up into smaller forms to reduce the overall feeling of mass and acknowledge the scale of surrounding existing development. This is primarily accomplished by establishing a rhythm of the fenestration and glazing. Be- cause of the length of the buildings in the North-South direction, an inset column of balconies with cantilevering decks is incorporated into the North and South façades in order to break up the mass into two volumes and comply with articulation standards Site Plan Application 30 West Babcock Mixed-Use specified in UDC 38.530.040. Please refer to Sheets A300 - A303 Exterior Elevations for more detail and Appendix F for Building perspective images . Building Materials The buildings are primarily clad in metal siding, with brick cladding wrapping the north portion of the ground floor commercial areas. These primary materials will be ac- cented with small portions of cementitious paneling, metal railings, and glazing. Con- cealed fastener metal siding was chosen for its quality, durability, and relation to sur- rounding commercial projects in the vicinity. Brick was chosen along the first floor commercial storefront in order to delineate these spaces from residential uses and provide maximum durability and feeling of quality at the pedestrian level. Commercial Shell Space The commercial shell space is located on the ground level in each building and is ori- ented to front West Babcock Street. With a total area of 4,815 square feet, shell space is designed for flexibility to accommodate a variety of business uses and the ability to be broken up into multiple commercial tenant spaces. To promote an active pedestrian street frontage, the commercial spaces feature 13-foot-high ceilings, storefront glaz- ing, and weather protection along West Babcock in accordance with UDC Section 38.510.030.B Block Frontage Standards. Site Plan Application 31 West Babcock Mixed-Use Dwelling Units Levels 2-5 of both buildings contain residential dwelling units. The two buildings com- bined contain 94 for-sale or rental units consisting of studio, one bedroom, and two - bedroom units. Some units have a private balcony, all of which meet the private open space dimensional requirements listed in UDC Section 38.520.060.B.1.c. See Sheets A200a - A204b Floor Plans for details and locations. Weather Protection & Awnings Weather protection is provided at all primary building entries by either recessing the entry or a projecting awning. Along the West Babcock frontage, a continuous awning runs the entire length of both buildings varying in depth with an average of 5 feet per UDC . Primary resident entries step back from the rest of the frontage and therefore awnings are deepest at these locations. This allows the entries to visually contrast from the adjacent commercial spaces, creates a public open space, and provide addi- tional weather protection. Additionally commercial entries are recessed four feet for additional weather protection and visual demarcation of entry. See sheets A001 Site plan & A300-303 Elevations for locations and details. Site Plan Application 32 West Babcock Mixed-Use Block Frontage Transparency Building E has a total transparency calculation of 46% below the awning. When calcu- lated for the area between 30” above grade to 10’ the transparency is 60%. See Figure 3 below for a graphic representation of calculations. Building W has a total transparency calculation of 49% below the awning. When calcu- lated for the area between 30” above grade to 10’ the transparency is 61%. See Figure 4 for a graphic representation of calculations. Figure 3: Building ‘E’ Transparency Calculations Figure 4: Building ‘W’ Transparency Calculations Site Plan Application 33 West Babcock Mixed-Use H. Landscaping The West Babcock Mixed Use project includes a comprehensive site and landscape planning that lends visual interest to the streetscape and provides a comfortable urban pedestrian experience. The W. Babcock Street frontage creates a pedestrian scaled rhythm with a landscaped boulevard including planting and trees; scoring patterns, and bike racks that establish a sense of place and acknowledges the central core of the site as business oriented space. Colorful perennial plantings, canopy trees and bike racks complement the main resident entries. The south property line will be planted with ornamental trees and shrubs, as well as fences to buffer this project from adjacent properties. A total of 23 Landscape points (per UDC 38.550.060) are provided in the landscape plan. The points are achieved through an enhanced parking plan (10 points), vegetative screening (8 points) and the use of drought tolerant species for more than 75% of the trees and shrubs (5 points). Please refer to sheets L1.0 Land- scape Plan & L0.1 Notes and Legends for full landscaping information. Additionally, an irrigation plan has been designed to support the proposed landscape design. This includes irrigation of all proposed trees, landscape beds and turf areas. Please see Sheet L 6.0 for all irrigation specifics. I. Traffic A traffic impact study (TIS) for the site was prepared by WGN Traffic engineers. The full TIS is included with this application as Appendix G. J. Water Rights Per comments from the concept review, the applicant contacted Brian Heaston to de- termine what cash-in-lieu of water rights were required for the site. Please see Appen- dix A for an email that details the estimated calculation of $54,358. Site Plan Application 34 West Babcock Mixed-Use K. Departures The applicant is requesting following departure for this site plan: • Section 38.520.040.D. “departures are permitted for other landscaping and/or façade design treatments to provide attractive pathways ”. The applicant proposes to provide a 1-foot wide enhanced landscape section along with wall articulation as an alternative to the requirement of an 8-foot wide sidewalk with a 3-foot wide landscape section. This sidewalk at the rear of the buildings and will be primarily used as a “back door” entry for residents, the applicant feels it is unnecessary to provide a wider sidewalk in this location. However, to maintain a comfortable pedestrian experience this project will instead provide enhanced landscaping in a smaller strip and wall articulation features. The 1-foot-wide landscape strip will include extensive and varied plantings along the length of the sidewalk directly adjacent to parking. Additionally, the primary metal wall cladding will be interrupted by exposed structural concrete walls which will be formed to include relief to create a dynamic façade composition with increased visual interest. Note that narrowing the width of these sidewalks allows for more space for large trees and screening features along the south property line. The applicant feels this enhances screening is very important to the overall success of the project. APPENDICES