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HomeMy WebLinkAboutHearing for 5050 Cottonwood, CUP and COA, 13132 - optimized and reduced Commission Memorandum REPORT TO: Honorable Mayor and City Commission FROM: Chris Saunders, Policy and Planning Manager Wendy Thomas, Director of Community Development SUBJECT: A Conditional Use Permit feet to allow automotive fuel sales and a convenience store located at 5050 Cottonwood Road with a Certificate of Appropriateness with Deviations from Section 38.22.060 to allow a service canopy height of 20% over the normal limit of 18 feet on a single lot with shared accesses to Huffine Lane and Cottonwood Road. - File Z- 13132. MEETING DATE: August 12, 2013 AGENDA ITEM TYPE: Action – Quasi-Judicial RECOMMENDATION: That the City Commission approves the Conditional Use Permit and Certificate of Appropriateness Application Z-13132 to allow establishment of a convenience store and automotive fuel sales at 5050 Cottonwood Road. RECOMMENDED MOTION: “Having reviewed the application materials, considered public comment, and considered all of the information presented, I hereby adopt the findings presented in the staff report for application Z-13132 and move to approve the conditional use permit and certificate of appropriateness with deviation application with conditions and subject to all applicable code provisions.” Staff Report page references: conditions of approval (page 4), review criteria (page 9), code provisions (page 6). BACKGROUND: A Conditional Use Permit and Certificate of Appropriateness with deviation application was submitted to the Department of Community Development by applicant Park Street Holdings, LLC on behalf of property owner Cresent Cross LLC who owns the property located at 5050 Cottonwood Road. The CUP/COA application is to allow initial construction of a convenience store with automobile fuel sales. The certificate of appropriateness is required for the proposed building addition due to the building’s location within the West Main Entryway Overlay District. The deviation request is to allow the fuel service canopy to exceed the 18 foot high standard by 20 percent. On July 17, 2013, the Development Review Committee (DRC) recommended conditional approval of the project; and on July 10, 2013 the Design Review Board recommended approval of the project and their recommended conditions and comments are included in this report. 27 No public comment on this application has been received to date. UNRESOLVED ISSUES: 1) The Commission has approved a payback district which affects this property. The final documents have not been completed as of August 1, 2013. 2) The applicant requested concurrent construction for on and off-site improvements on August 1, 2013. This request has not yet been evaluated by the DRC. This is a specific code performance issue approved by the DRC and additional conditions are not expected to be necessary. ALTERNATIVES: 1. Approve the application with the recommended Staff conditions; 2. Approve the application with modifications to the recommended Staff conditions; 3. Deny the application based on the Commission’s findings of non- compliance with the applicable CUP and COA criteria contained within the staff report; 4. Open and continue the public hearing on the application, with specific direction to Staff or the applicant to supply additional information or to address specific items. FISCAL EFFECTS: None identified. Attachments: Staff Report, Applicant’s submittal materials The full application and file of record can be viewed at the Community Development Department at 20 E. Olive Street. Report compiled on: August 1, 2013 28 Page 1 of 27 Z-13132, Staff Report for the Town Pump #8 Conditional Use Permit with Certificate of Appropriateness and Deviation Date: City Commission public hearing is on August 12, 2013 Project Description: A Conditional Use Permit feet to allow automotive fuel sales and a convenience store located at 5050 Cottonwood Road with a Certificate of Appropriateness with Deviations from Section 38.22.060 to allow a service canopy height of 20% over the normal limit of 18 feet on a single lot with shared accesses to Huffine Lane and Cottonwood Road. - File Z-13132. Project Location: 5050 Cottonwood Road. Recommendation: Approval with conditions Recommended Motion: Having reviewed the application materials, considered public comment, and considered all of the information presented, I hereby adopt the findings presented in the staff report for application Z-13132 and move to approve the conditional use permit with certificate of appropriateness and deviation with conditions and subject to all applicable code provisions. Report Date: Tuesday, August 06, 2013 TABLE OF CONTENTS SECTION 1- MAP SERIES ..................................................................................................... 2 SECTION 2 - RECOMMENDED CONDITIONS OF APPROVAL ...................................... 4 SECTION 3 - CODE REQUIREMENTS REQUIRING PLAN CORRECTIONS ................. 6 SECTION 4 - RECOMMENDATION AND FUTURE ACTIONS ........................................ 8 SECTION 5 - STAFF ANALYSIS........................................................................................... 9 Applicable Plan Review Criteria, Section 38.19.100, BMC. .............................................. 9 Applicable Conditional Use Permit Review Criteria, Section 38.19.100, BMC .............. 13 Entryway Overlay District Review Criteria ...................................................................... 15 Deviation Review Criteria Within the Entryway Corridor Overlay District – Section 38.17.080........................................................................................................................... 20 APPENDIX A –ADVISORY CODE CITATIONS ............................................................... 21 APPENDIX B – PROJECT SITE ZONING AND GROWTH POLICY ............................... 24 APPENDIX C – NOTICING AND PUBLIC COMMENT ................................................... 25 APPENDIX D –REQUESTED RELAXATIONS.................................................................. 26 APPENDIX E - OWNER INFORMATION AND REVIEWING STAFF ............................ 27 29 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 2 of 27 SECTION 1- MAP SERIES Figure 1: Vicinity map showing adjacent zoning Surrounding Zoning and Land Uses North: Bank, Retail, Vacant; zoned B-2 Community Business and BP Business Park South: Vacant : zoned B-2 Community Business East: Industrial and agriculture unannexed: zoned M-1 Light Industrial and AS, Agricultural Suburban West: Vacant and Wholesale: zoned B-2 Community Business 30 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 3 of 27 Figure 2: Vicinity Map from Growth Policy Figure 3-1 The site is outlined in blue. Figure 3-1 has been recently amended and the subject site is Community Commercial Mixed Use which designation is shown in pink. The Figure has not yet been updated to reflect this change. 31 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 4 of 27 SECTION 2 - RECOMMENDED CONDITIONS OF APPROVAL Please note that these conditions are in addition to any required code provisions identified in this report. These conditions are specific to the project. Additional conditions may be added as a result of and at the time of the City Commission public hearing.. Recommended Conditions of Approval: 1. That the applicant upon submitting the Final Site Plan for approval by the Director and prior to issuance of a building permit, will also submit a written narrative outlining how each of the conditions of approval and code provisions have been satisfied. The Final Site Plan application shall include seven sets of the drawings and other materials provided with the preliminary site plan with updates as required to address conditions and code requirements. 2. A copy of the preliminary approval for State licenses and permits for the establishment shall be submitted to the Department of Community Development prior to the issuance of a Final Site Plan by the City of Bozeman. 3. The right to operate a fueling station is revocable according to the provisions in BMC Sections 38.19.110.I and 38.34.160 based on substantiated complaints from the public or from a regulatory agency having subject matter jurisdiction regarding State, City or any other applicable law. 4. Any expansion of this use is not permitted unless reviewed and approved as required under the applicable regulations of the Bozeman Municipal Code. 5. Evidence of an approved City of Bozeman storm water permit shall be included with the Final Site Plan. Please contact the Engineering Division to begin that process as soon as practicable. 6. Section 38.28.030 prohibits electronic signs. The final site plan shall include details on sign construction and character to demonstrate compliance with this section. 7. A shared access easement between Lots 1 and 2, Minor Subdivision 454, shall be provided from the Cottonwood Road access to the southern property line. If the applicant controls Lot 2 Minor Subdivision 454, the easement shall be continued to align with Alpha Drive. The easement shall be located outside of any required yard except where necessary to connect to Cottonwood Road. The easement shall be at least the width of a two way drive aisle to back of curb plus one foot on either side to enable maintenance. The City must be a consenting party to any relocation or abandonment of the easement. The easement shall be recorded prior to the approval of the final site plan. 8. Cottonwood Road shall be constructed to the full principal arterial standard of the current Bozeman Area Transportation Plan across the entire property frontage and be provided with street lighting meeting City of Bozeman design standards [ANSI/IESNA RP-8-00]. A roadway taper shall be constructed in accordance with AASHTO standards beginning at the south property line and connecting back to the existing roadway. Cottonwood Road is a designated state secondary route (No. 345) under the control of the Montana Department of Transportation; thus, all improvements to the roadway, including access approaches, shall be reviewed and approved by MDT prior to construction. A building permit shall not be issued until the roadway construction is substantially completed unless the project is approved for concurrent construction under provisions of Section 38.39.030.C Unified Development Code. The improved roadway shall be accepted by MDT and the City prior to issuance of final occupancy for the site. 32 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 5 of 27 9. The south leg of the intersection of Cottonwood Road and Huffine Lane shall be improved to accommodate a full principal arterial standard roadway. All intersection improvements and signalization upgrades shall be reviewed and approved by MDT prior to construction. A building permit shall not be issued until the intersection improvements and signalization upgrades are substantially completed unless the project is approved for concurrent construction under provisions of Section 38.39.030.C Unified Development Code. The improved intersection and signalization upgrades shall be accepted by MDT prior to issuance of final occupancy for the site. 10. The Huffine Lane access approach shall be approved by MDT prior to final site plan approval and left-out turning movements shall be restricted unless otherwise approved by MDT. 11. A payback amount as determined by the City Engineering Division shall be provided for the Loyal Garden Lift Station & Forcemain Payback District prior to final site plan approval. 12. A public access easement shall be provided for the proposed pedestrian pathway along the Huffine Lane frontage and granted to the City of Bozeman. The easement shall be acceptable in form and content and executed by the property owner final to final site plan approval. 13. A mutual access easement shall be provided for the Huffine Lane access approach. The easement shall extend from the Huffine Lane right-of-way and cover the extents of the common access drive to the south curb line. The easement shall be recorded at the County Clerk & Recorder and a copy provided to City prior to final site plan approval. 14. A water/sewer pipeline and access easement and agreement shall be provided for the proposed water/sewer mains on the subject property and granted to the City of Bozeman. The easement shall be acceptable in form and content and executed by the property owner prior to final site plan approval. 15. A public drainage easement shall be provided for the proposed detention pond handling stormwater runoff generated from the public right-of-way and granted to the City of Bozeman. The easement shall be acceptable in form and content and executed by the property owners prior to final site plan approval. 16. The proposed RV dump station sewer service shall connect to the proposed sewer main on the project site. 17. The landscaped bump out on the north side of the Cottonwood Road entrance shall be expanded 30 feet to the north and 10 feet to the east. 18. The first section of parking east of the building facing Huffine, not including the area shown as a striped loading area, shall be moved south of the current position 20 feet. The resulting area shall be developed as a paved plaza space. The additional landscaping modifications required to comply with code requirement C shall be coordinated with the new plaza space to provide definition to the plaza edge. 19. The distance from the eastern edge of the canopy to the curb line is 60 feet. This could be narrowed and still provide good access to the pump islands and the trash enclosures. The area shown as striped on the plans provides for a loading area. Given the size of vehicles servicing the site this area may remain as presently configured. 20. The landscape plan shall be modified to provide distinctive landscape features at the vehicle entrances per the requirements of Design Objectives Plan, Chapter 2, Section I.3. 33 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 6 of 27 SECTION 3 - CODE REQUIREMENTS REQUIRING PLAN CORRECTIONS A. Section 387.24.110 – An easement for the proposed pathway within the entryway corridor setback is required. B. Section 38.26.080.H – Storm water retention/detention facilities shall be designed as landscape amenities. The present design does not meet this standard. C. Section 38.26.060.C – Screening of parking spaces and circulation area is required. Screening of the parking area on the north and the circulation area on the west needs to be added to the landscaping plan. It is recommended to use a mix of shrub beds and the large evergreens depicted on the plan. D. Section 38.26.050.E – Street frontage landscaping requires street tree placement. Two additional trees are required along the front of the building to meet the required spacing. E. Section 38.23.130.D requires that fencing material not include barbed wire for the relocated fence between lot 1 and lot 2. F. Section 38.23.150 Lighting of Cottonwood Road is required in accordance with the City’s adopted design standards. G. Per Section 38.23.170, BMC, The final site plan shall include a description and location of a site trash enclosure during construction period as required. H. Per Section 38.41.100.C the landscape designer credentials included with the Final Site Plan, preferably on the landscaping sheet. I. Section 38.23.180, and Section 6 of the annexation agreement, requires payment of cash-in- lieu of water rights prior to approval of the Final Site Plan. J. Plans and specifications for any water, sewer and/or storm sewer main extensions and Public Streets (including, intersection improvements, curb/gutter and sidewalks) prepared by a Professional Engineer (PE) shall be provided to and approved by the City Engineer. Water and sewer plans shall also be approved by the Montana Department of Environmental Quality. Street plans shall be approved by the Montana Department of Transportation if applicable. The applicant shall provide Professional Engineering services for construction inspection, post-construction certification and preparation of mylar record drawings. Specific comments regarding the existing and proposed infrastructure shall be provided at that time. Construction shall not be initiated on the public infrastructure improvements until the plans and specifications have been approved and a pre-construction conference has been conducted. Building permits will not be issued prior to City acceptance of the site related infrastructure improvements unless all provisions set forth in Section 38.39.030.C.1.b BMC are met to allow for concurrent construction. K. Plans and specifications for any fire service line (and domestic services 4” or larger) must be prepared in accordance with the City’s Fire Service Line Policy by a Professional Engineer and be provided to and approved by the City Engineer prior to initiation of construction of the fire service or fire protection system. The applicant shall also provide Professional Engineering services for construction inspection, post-construction certification and preparation of mylar record drawings. 34 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 7 of 27 Fire service plans (and domestic services 4” or larger) shall be a standalone submittal, separate from the infrastructure plans and final site plan. L. A Storm Water 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 by the City Engineer. 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. Post-development discharges leaving the site shall be limited to the pre-development discharge rate for each proposed drainage area. M. A Stormwater Management Permit (SMP) must be submitted and approved by the City Engineer prior to final site plan approval. The SMP requires submittal of an application form, a stormwater management plan, and payment of fees in compliance with the city’s stormwater management ordinance #1763. The SMP is independent of any other stormwater permitting required from the state of Montana and does not fulfill the requirement to obtain a general permit for stormwater discharges associated with construction activity if required under state rules. N. The FSP shall be adequately dimensioned and labeled with a legend of linetypes and symbols used provided. O. The location of existing and proposed water/sewer mains and services shall be properly depicted, as well as nearby fire hydrants and proposed hydrants. Proposed utilities shall be distinguishable from existing. City of Bozeman applications for service shall be completed by the applicant. P. Easements and R/W located on and adjacent to the site shall be depicted and labeled appropriately. Distinction between proposed and existing easements shall be made. Any proposed easements shall be provided prior to FSP approval. Q. Proposed water/sewer mains, services and hydrants shall be depicted on the landscape plan and maintain a minimum horizontal separation of 10’ to proposed landscape trees and lot lighting improvements. R. Areas proposed for snow storage shall be depicted on the FSP. S. A grease interceptor conforming to the latest adopted edition of the uniform plumbing code shall be installed. 35 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 8 of 27 SECTION 4 - RECOMMENDATION AND FUTURE ACTIONS Project Name: Town Pump #8 Conditional Use Permit with Certificate of Appropriateness and Deviation File: Z-13132 DRB - Having considered the criteria established for CUP/COA/DEV approval and having considered possible conditions to modify the project the Design Review Board (DRB) voted 3-2 that the project receive a favorable recommendation with certain conditions. The DRB made their recommendation at their meeting held on July 10, 2013. Conditions recommended by the DRB are included with the list of conditions in Section 2. DRC - The Development Review Committee (DRC) held its final meeting to consider the application on July 17, 2013. After considering the application materials and having considered the criteria established for CUP/COA/DEV; the DRC found that the application could with conditions meet the requirements of the municipal code and recommended approval of the application to the City Commission. Conditions recommended by the DRC are included with the list of conditions in Section 2. CC – The Bozeman City Commission will hold a public hearing to receive public testimony on this application on August 12, 2013. Upon close of the public hearing the City Commission will consider the criteria established for this type and location of application. The City Commission will act to approve, approve with conditions, or deny the application. 36 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 9 of 27 SECTION 5 - STAFF ANALYSIS Analysis and resulting recommendations are based on the entirety of the application materials, municipal codes, standards, and plans, public comment, and all other materials available during the review period. Collectively this information is the record of the review. The analysis is a summary of the completed review. Applicable Plan Review Criteria, Section 38.19.100, BMC. The site is generally square and unimpeded with physical features that would limit development. 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. 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 This site has been recently designated as Community Commercial Mixed Use and zoned as B-2, an implementing zoning district. The project is generally conforming with standards as presented and will comply fully with identified conditions and code requirements. See also Appendix B. The proposed use is allowed within the B-2 zoning district. No conflicts have been identified with the growth policy. 2. Conformance to this chapter, including the cessation of any current violations The project is generally conforming with standards as presented and will comply fully with identified conditions and code requirements. See also Section 3 of this report above for a listing of specific points which need to be addressed to achieve full compliance. The project does request one deviation for the height of the canopy. For analysis of this issue see the deviation section. No current violations of Chapter 38 have been indentified in this review. 3. Conformance with all other applicable laws, ordinances, and regulations No existing non-conformities are identified. Some additional steps are required to demonstrate compliance as the project moves forward. Application for building permits, storm water permits, and state permits for fuel sales will be made in due time. All permits must be in hand before construction will be approved. Appendix A has advisory information to help ensure these are not forgotten. Payment for cash-in-lieu of water rights will be required per the annexation agreement for the property and Section 38.23.180. The City Commission has approved a payback agreement affecting the site for reimbursement to adjacent property owners for the early installation of infrastructure which will benefit this property. Condition 11 addresses the payback participation. 4. Relationship of site plan elements to conditions both on and off the property The proposed site layout places the primary building at the dominant corner of the property to establish a strong presence for the site. The access points are pulled away from the corner to limit impacts on traffic flow. The placement of 10 foot wide pedestrian and bicycle facilities are proposed along both Cottonwood Road and Huffine Lane. The use proposed is consistent with the zoning in place. Screening of parking and circulation areas will be 37 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 10 of 27 provided to comply with code requirements in Article 38.26, BMC. This is addressed by code requirement C. 5. The impact of the proposal on the existing and anticipated traffic and parking conditions The layout of the parking area and relationship to the site is generally appropriate. The circulation spaces do appear excessively large in some sections. Widening of the landscaped bump out at the west entrance to the north will reduce paved area, provide additional area for required screening, and reduce storm water management demands. An increase of 30 feet would still provide 50 feet from the edge of the canopy for maneuvering. The depth of the bump out can also be increased as the present throat for circulation is 60 feet. An increase in dept of the island by 10 feet is recommended unless it can be shown that it is necessary for movement of fueling vehicles. The first section of parking east of the building facing Huffine can be moved south of the current position 20 feet to create an opportunity for a plaza space and will absorb some of the excess circulation space. The distance from the eastern edge of the canopy to the curb line is 60 feet. This could be narrowed and still provide good access to the pump islands and the trash enclosures. The area shown as striped on the plans provides for a loading area. Given the size of vehicles servicing the site this area may remain as presently configured. Conditions 17-19 address this matter. Access spacing controls are in place for to both Cottonwood Road and Huffine Lane which are primary arterials. Shared accesses have been proposed by the application for access to both roads. Easements to establish the legal rights to both parties will be required to ensure that the shared accesses remain functional and dependable for use. See additional discussion below. The site does not have a developed frontage along Cottonwood Road and is missing curb, gutters, pedestrian facilities, and lane configurations. In order to ensure the placement of the required adjacent roadway improvements two conditions, numbers 8-9, have been drafted detailing what is required to conform to the standards of Article 38.24 for roadway construction. All required vehicular right of way was provided with prior development or the annexation of the area. The submitted traffic study showed the site as viable with the conditions as proposed. Without the street improvements the project would not comply with the City’s adopted standards. 6. Pedestrian and vehicular ingress and egress Pedestrian ingress and egress is provided by development of walkways and sidewalks as shown on the submitted plans. The dimensions and locations of the facilities are acceptable as shown. The pathway within the setback for Huffine Lane lies outside of the right of way. A pedestrian access easement needs to be provided to ensure provision of pedestrian access. Connecting sidewalks from the public right-of-way to the building entrances are provided. Vehicle egress is provided by two designated shared accesses from Huffine Lane and Cottonwood Road. In order to preserve the function and make certain the legal rights of all parties who rely upon them are protected shared access easements need to be provided. The development of the Cottonwood access is of a temporary nature with the location to be relocated at the time of development of the adjacent lot to the south. In order to make this viable an extension of the shared access easement to at least the southern property line and preferably to align with Alpha Drive needs to be provided. This easement may be recorded 38 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 11 of 27 but not constructed at this time. Construction will be coordinated with development of the parcel to the south. Conditions 7-10, 12-13 address this matter. 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 The site has no existing large vegetation but is grass covered. A large portion of the site will remain in existing grass cover. The proposed landscaping appears to meet the minimum landscaping performance points. Some additional landscaping is required to provide screening of the parking and vehicle circulation areas. A code requirement is identified to address this issue. It is encouraged to expand the species selection along Cottonwood Road for the street trees. The limitation of the power line is recognized but the City Forester discourages large sections of single species planting. 8. Open space The site is commercial and no parkland is required. The site plan does conform to setbacks and the setback areas are proposed to be landscaped. See discussion under that criterion. A plaza space is required to meet entryway corridor requirements. See discussion under the entryway corridor standards. 9. Building location and height The proposed height of the main building complies with the district restrictions. The proposed canopy does not. A deviation is requested to allow the canopy to exceed the maximum height of 18 feet normally allowed. The proposed canopy is divided into modules which vary in design and height and breakup the massing and 218 foot wide roofline of the canopy. The total canopy height is well within the overall maximum height limits of the district. 10. Setbacks The proposal complies with all applicable setbacks. 11. Lighting The lighting as proposed complies with City standards. 12. Provisions for utilities, including efficient public services and facilities Water and sewer main extensions are proposed to enter the site at the Cottonwood Road entrance. Utility easements to provide for pipe maintenance are required to meet municipal code. The services to the main building and the RV station need to be separated to conform to design standards. 13. Site surface drainage The site drains to the NW. The depicted drainage areas also accept run off from Cottonwood Road. Therefore, a public stormwater easement is required. Condition XX addresses this matter. 14. Loading and unloading areas No designated loading zone is required by municipal code. A striped area on the east of the building may function as an informal loading area. The area is of a size and location that will 39 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 12 of 27 accommodate large delivery vehicles. Placement of this area does not conflict with any identified code provision or guideline. 15. Grading The grading slopes to the NW. There is a fall across the property of approximately five feet. Substantial grading is not proposed with the project. 16. Signage The proposed building is allowed a maximum of 312 square feet of sign area. A total of 213.7 square feet of sign area is requested. The proposed signs appear to conform to all requirements. The location of the monument sign is not depicted on the site plan. A formal sign permit will be required before any sign installation. There are several restrictions on the type of signs, specifically electronic signs, as part of Article 38.28, BMC. The future sign permit must comply with those standards. 17. Screening No mechanical equipment is depicted at the ground level. Any such equipment that may be proposed later must be screened per the municipal code. Screening for parking and vehicle circulation is required and is not presently depicted. An amendment to the landscaping plan must be made to include the required parking screening in compliance with Section 38.26.050.C. This includes the circulation spaces within the site. 18. Overlay district provisions The site is located in the Entryway Corridor Overlay district. Analysis of these issues is presented below. 19. Other related matters, including relevant comment from affected parties No public comment has been received at this time. 20. If the development includes multiple lots that are interdependent for circulation or other means of addressing requirement of this title, whether the lots are either: Configured so that the sale of individual lots will not alter the approved configuration or use of the property or cause the development to become nonconforming or The subject of reciprocal and perpetual easements or other agreements to which the City is a party so that the sale of individual lots will not cause one or more elements of the development to become nonconforming. The access to the site relies upon shared accesses to conform to spacing requirements of 38.24, BMC. Easements have been proposed to allow shared access points. Such an approach is allowed and will conform to this section. The exact wording of the easements shall be reviewed and approved by the City. The location of the easement along Cottonwood Road must take into account the eventual relocation of the access to the south. An easement will be prepared to address this matter. 21. Compliance with article 8 of chapter 10 of the Bozeman Municipal Code. Not applicable. 40 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 13 of 27 22. Phasing of development No phasing is proposed. There is additional developable area on the site. Future development will be under a separate application. Applicable Conditional Use Permit Review Criteria, Section 38.19.100, BMC E. In addition to the review criteria of section 38.19.100, the review authority shall, in approving a conditional use permit, determine favorably as follows: 1. That the site for the proposed use is adequate in size and topography to accommodate such use, and all yards, spaces, walls and fences, parking, loading and landscaping are adequate to properly relate such use with the land and uses in the vicinity; The site is adequate to the proposed use. 2. That the proposed use will have no material adverse effect upon the abutting property. Persons objecting to the recommendations of review bodies carry the burden of proof; Several conditions and code requirements have been identified which require minor changes to the site layout. When these are addressed it is anticipated that there will be no material adverse impact. 3.That any additional conditions stated in the approval are deemed necessary to protect the public health, safety and general welfare. Such conditions may include, but are not limited to: a. Regulation of use; b. Special yards, spaces and buffers; c. Special fences, solid fences and walls; d. Surfacing of parking areas; e. Requiring street, service road or alley dedications and improvements or appropriate bonds; The full width of right of way is available for both Cottonwood Road and Huffine Lane. No dedication is required. The application proposes to finish their frontage along Cottonwood Road to the southern edge of the property. This will address all necessary offsite street improvements. f. Regulation of points of vehicular ingress and egress; The application includes the redevelopment of an existing access onto Huffine Lane to be a shared access with the adjacent property to the east. A deviation is requested for the distance from the intersection to the access points. This type of deviation is allowed to be approved by the City Engineer. With a shared access in place to consolidate and improve access conditions the City Engineer is willing to allow the deviation. The sharing of access points onto arterial streets is encouraged by the municipal code. Conditions ensuring continued functionality and transition of use are included with this report. g. Regulation of signs; No special regulation required. 41 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 14 of 27 h. Requiring maintenance of the grounds; No special regulation required. i. Regulation of noise, vibrations and odors; No special regulation required. j. Regulation of hours for certain activities; No special regulation required. k. Time period within which the proposed use shall be developed; No special regulation required. l. Duration of use; No special regulation required. m. Requiring the dedication of access rights; and The application proposes a shared access onto Huffine Lane. The location is at 467 feet from Cottonwood Road, closer than the required 660 foot separation requirement. The applicant has requested an access deviation for the lesser distance. The configuration proposed cannot work without both properties participating. A shared access easement for the width of the drive approach and coming south from the right of way for the width of the drive aisle shall is needed to preserve the proposed function of the shared access. A similar easement is needed for the Cottonwood Access. The application is requesting a temporary access deviation for the Cottonwood Access with future intention to relocate the access with development of the adjacent lot. The described easements will verify compliance with this representation in the future. The easements shall be recorded prior to issuance of the final site plan for the project. The applicant proposes to locate a pathway within the 50 foot entryway setback to meet the requirement for installation of transportation pathways required by 38.24.110. The proposed location is acceptable but an easement for public access to the pathway is required and shall meet the terms of 38.24.110, BMC. n. Other such conditions as will make possible the development of the city in an orderly and efficient manner. The conditions of approval and code requirements address all issues considered necessary. F. In addition to all other conditions, the following general requirements apply to every conditional use permit granted: 1. That the right to a use and occupancy permit shall be contingent upon the fulfillment of all general and special conditions imposed by the conditional use permit procedure; and 2. That all of the conditions shall constitute restrictions running with the land use, shall apply and be adhered to by the owner of the land, successors or assigns, shall be binding upon the owner of the land, his successors or assigns, shall be consented to in writing, and shall be recorded as such with the county clerk and recorder's office by the property owner prior to the issuance of any building permits, final plan approval or commencement of the conditional use. The necessary recording of documents will be addressed as part of the final site plan process and will be required prior to approval of the final site plan. 42 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 15 of 27 Entryway Overlay District Review Criteria Chapter 1. Neighborhood Design Guidelines A. Green Space The application complies with the required setbacks. There is no required additional open space. Site plan criterion 5 discusses some changes to the site layout which would more fully advance the purpose of this criterion. Some revisions to the proposed storm water storage facility is needed to make the area an amenity as required by code. B. Auto Connections Conditions 7 and 13 address this item. See also CUP criterion 3 and plan criteria 4-6. C. Pedestrian and Bicycle Connections The application shows installation of sidewalk and pathway connections across the full width of the street frontages. Pedestrian connections link the building entrances to the sidewalks and pathways. The connections at the corner of Cottonwood and Huffine connect to non- motorized networks to the north and west. There is a proposed 10 foot wide pedestrian facility along Cottonwood Road. It is expected that this larger width, normal sidewalk is five feet wide, will provide a functional waiting area for crossing. The width of sidewalk on the north connecting the building to the sidewalk should be the same size as the one connecting to the west to provide a clear and inviting link to the building. D. Street Character Large evergreen trees are present on the sites to the east and west of the project location. It is suggested that if possible some of the same species of evergreen trees be used to provide a consistent landscape design theme along the corridor. Chapter 2. Site Design Guidelines A. Natural Features No significant natural features exist on the site. B. Views No landmarks are in the area. The arterial setbacks and entryway corridor setbacks provide view corridors. C. Cultural Resources None have been identified on the site. D. Topography No substantial cut or fill is proposed on the site. It is generally flat with a slope to the northwest. The proposed design fits into those grades. E. Site Drainage 1. Enhance significant natural drainage ways including flood plains and their tributaries in site design. No significant natural drainage ways exist on the site. 43 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 16 of 27 2. Incorporate drainage systems as a part of the site amenities and landscape design. As noted elsewhere in this report, changes to the storm water detention pond will be required so that it will be an amenity. 3. Parking areas should be designed to minimize stormwater runoff. The site has significant paved areas. The amount of paving could be reduced. This is discussed under plan criterion five above. 4. Where it is to be used, design a detention pond as a site amenity. As noted elsewhere in this report, changes to the storm water detention pond will be required so that it will be an amenity. Should the detention pond be changed to be a completely underground facility this issue will no longer be applicable. F. Building Placement 1. Where two or more buildings will be located in a major site development, arrange them in a cluster to define outdoor spaces. Not applicable 2. Where a major intersection occurs, provide a building anchor at the corner. Proposal complies 3. Organize the public edges of a site to provide visual interest to pedestrians. Proposal complies. Landscaping is proposed in the unbuilt areas to provide visual interest and depth. The building façade has changes in materials, modulation in height and depth, and exterior finishes with human scale details. 4. Locate a building entry near the sidewalk edge with an entry plaza and landscape, when feasible. A building entry is in close proximity to Cottonwood Road and has a direct connection with an oversized sidewalk. 5. A building shall be positioned to fit within the general setback patterns specified for the corridor. Proposal complies. 6. Consider solar orientation and access when siting a building. The site has good solar exposure to all activity areas. G. Outdoor Public Spaces 1. Provide an outdoor public space on a major site development when feasible. The following addresses all five criteria of this section. The preferred location for an outdoor public space is to the NE of the building adjacent to the green area and parking. It is recommended that the parking area immediately adjacent to the east of the building to the first landscape island be moved south 20 feet and the area previously used for parking be a paved area. This provides a 20 by 54 plaza space. The surfacing could be stamped concrete to provide a durable but attractive surface. The parking area must be screened to meet code requirements and the minimum required screening and a seat wall could be combined to provide a good northern edge to the space. A sidewalk connecting this area to the building and to the northern pathway already exists. This change also reduces area dedicated to parking and circulation as recommended by other criteria. This change still retains an informal loading area and overdepth parking spaces for the site. 2. Develop an outdoor public space as a focal point for the site. 3. Decorative surface materials and landscaping should be integrated as design features. 4. Connect an outdoor public space with major building activities. 5. Design a public space to be actively used. 44 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 17 of 27 H. Pedestrian and Bicycle Circulation Systems The proposed sidewalk and pathway system complies with this standard. I. Internal Automobile Circulation Systems 1. Within a development, convey the hierarchy of internal streets and driveways in the streetscape design. Not applicable. 2. Minimize the number of curb cuts onto a public street along a property edge. The proposal complies and is suggesting shared accesses to advance this guideline. 3. Identify a key entry point into a major site development with special landscape design elements. No landscape demarcation is presented. If the Cottonwood entry were modified as suggested under plan criterion eight above there would be room to provide a visual marker element in the landscaping design. Room already exists at the Huffine entrance to provide a visual landscape element. Condition 20 addresses this matter. 4. Provide a continuous circulation system within a property. This has been met. 5. Minimize the width of internal roadways when feasible. See plan criterion five above. J. Parking Lots This guideline is satisfied if the conditions and code requirements applicable to this application are met. K. Site Lighting Proposed lighting complies. L. Utilities and Service Areas Project as proposed complies. M. Landscape Design Proposed conditions of approval and code requirements will enable the project to meet this guideline. See other sections for discussion. N. Buffers None Required. Chapter 3. Building Design Guidelines A. Building and Topography Not applicable B. Building Character 1. Innovative new designs that draw upon regional design traditions are preferred. The design as proposed reflects common regionally used materials and design elements. C. Primary Building Entrance Entrance is placed towards Cottonwood Road and sidewalks make direct connections to the entries from the street right of way. D. Street-Level Interest 1. Develop the street level of a building to provide visual interest to pedestrians. The building façade has changes in materials, modulation in height and depth, and exterior finishes with 45 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 18 of 27 human scale details. A plaza space has been recommended to the NE of the building which will provide additional interest. E. Building Mass and Scale The building is a combination of one and two story elements. The building is divided into modules which give variety and reduce the perceived scale. Materials are of human scale. Project as proposed complies. F. Roof Form A variety of roof forms is used. G. Building Materials Project complies. A material palette has been provided and the drawings are keyed to the materials. Materials are regionally appropriate, diverse, and durable. H. Building Complex Not applicable. I. Service Canopies 1. Minimize the visual impacts of a service area canopy. The canopy is proposed to be divided into five modules with alternating heights. The flat sections are 16 feet 8 inches in height and therefore comply with the maximum height of 18 feet allowed by Section 38.22.060.A.1. The gable roof sections are at 21 feet 7 inches which is within the 20% deviation allowance for the entryway overlay district. The variation in heights and division into modules provides a more interesting visual structure than would be provided with a single level flat canopy. The difference in height of the two modules provides a clear visual break between sections and could provide a perception of separated canopies. The canopy is over 200 feet wide. A breakup of the visual line is desirable to provide visual interest and prevent the canopy from visually dominating the site as approached from the south on Cottonwood Road. J. Color A materials palette has been provided. The colors are generally muted. The roof material is the most colorful. It may be beneficial to have some small areas of accent colors; perhaps in the metal channel window framing. K. Utilities and Mechanical Equipment No ground floor mechanical equipment is depicted. Any such equipment is subject to screening requirements. Chapter 4. Sign Design Guidelines A. Sign Context and Position The proposed signs are included with this submittal. The sign sizes and total area conforms to required limits. The location of the monument sign has not been shown. Final details and location will be provided with the future formal sign permit. B. Sign Type A monument sign and wall mounted signs are proposed. Size and location on the building appear appropriate. 46 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 19 of 27 C. Sign Materials Signs comply. D. Sign Lighting No details on the internal light are proposed. E. Sign Content Signs comply. F. Wall Murals No murals are proposed. Chapter 5. Corridor-Specific Design Guidelines B. Guidelines for West Main Street 1. Existing agricultural site features and/or resources should be integrated into a newer development when feasible. No such items exist on the site. 2. A building should fit within existing topography when feasible. Proposal complies as it maintains the same general grade as presently exists. No material grade changes are proposed. 3. Provide an infill building adjacent to the sidewalk in new and established developments. Not an infill site. Placement of the building is to the corner of the two streets intersecting at the development. The building placement is adjacent to the sidewalk while complying with required setbacks. 4. A pedestrian and bicycle boulevard trail shall be provided on the furthest reaches of West Main. Provided with this proposal. 5. The following streetscape elements would be appropriate in this corridor: Street trees are required and will be provided. Bicycle racks and travel ways are provided. Room for a map display is available within the landscaped area adjacent to the trail. No transit service is provided to this area. 47 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 20 of 27 Deviation Review Criteria Within the Entryway Corridor Overlay District – Section 38.17.080 1. The deviation will produce an environment, landscape quality and character superior to that produced by the existing standards; As described under Service Canopies, the proposed deviation provides a superior outcome than a strict application of the canopy height requirement by providing a greater diversity of structure and visual interest. 2. The deviation is consistent with the intent and purpose of this article, and with the adopted design objectives plan for the particular entryway corridor. The proposed deviation for canopy height does not conflict with the intent of the corridor, the Design Objectives Plan, or the Entryway Corridor standards. 48 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 21 of 27 APPENDIX A –ADVISORY CODE CITATIONS The following code provisions are identified for informational purposes as the project moves forward. These will need to be addressed as part of the final site plan application or other process step. a. Section 38.19.120 requires the applicant to submit a final plan within 6 months of preliminary approval containing all of the conditions, corrections and modifications to be reviewed and approved by the Department of Community Development. The director will set the required number of copies. This is the final step in the site zoning entitlement process. An application form and fee is required in addition to the final plan set submittal. b. Section 38.28.060.A.3 requires a sign permit to be obtained prior to establishing a subdivision identification sign or other permanent sign. For your information, Code requirement. c. Section 38.19.120.D states that the project must be completed within one year of final approval, or said approval shall become null and void. Prior to the lapse of one year, the applicant may seek an extension of one additional year from the Community Development Director. For your information, Code requirement. d. Section 38.19.160 states that a Building Permit must be obtained prior to the work, and must be obtained within one year of Final Site Plan approval. Building Permits will not be issued until the Final Site Plan is approved. e. Section 38.39.030 requires that the applicant shall provide for private improvements certification by the architect, landscape architect, engineer and other applicable professionals that all improvements including, but not limited to landscaping, ADA accessibility requirements, private infrastructure, or other requirement elements were installed in accordance with the approved site plan, plans and specifications. For your information. This will be required prior to occupancy following construction. e. All construction activities shall comply with section 38.39.020.A.2 of the Unified Development Code. This shall include routine cleaning/sweeping of material that is dragged to adjacent streets. The City may require a guarantee as allowed for under this section at any time during the construction to ensure any damages or cleaning that are required are complete. The developer shall be responsible to reimburse the City for all costs associated with the work if it becomes necessary for the City to correct any problems that are identified. f. A Storm Water 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 by the City Engineer. 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. Post-development discharges leaving the site shall be limited to the pre-development discharge rate for each proposed drainage area. g. A Stormwater Management Permit (SMP) must be submitted and approved by the City Engineer prior to final site plan approval. The SMP requires submittal of an application form, a stormwater management plan, and payment of fees in compliance with the city’s stormwater management ordinance #1763. The SMP is independent of any other stormwater permitting required from the state of Montana and does not fulfill the requirement to obtain a 49 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 22 of 27 general permit for stormwater discharges associated with construction activity if required under state rules. h. Section 38.19.110.F BMC states that the right to a conditional use permit shall be contingent upon the fulfillment of all general and special conditions imposed by the Conditional Use Permit procedure. All special conditions and code provisions shall constitute restrictions running with the land, shall be binding upon the owner of the land, his successors or assigns, shall be consented to in writing by the applicant prior to commencement of the use and shall be recorded as such with the Gallatin County Clerk and Recorder’s Office by the property owner prior to the final site plan approval or commencement of the use. All of the conditions and code provisions specifically stated under any conditional use listed in this title shall apply and be adhered to by the owner of the land, successor or assigns. i. Section 38.19.110.I. BMC Termination/ Revocation of Conditional Use Permit approval: 1. Conditional use permits are approved based on an analysis of current local circumstances and regulatory requirements. Over time these things may change and the use may no longer be appropriate to a location. A conditional use permit will be considered as terminated and of no further effect if: a. After having been commenced, the approved use is not actively conducted on the site for a period of two continuous calendar years; b. Final zoning approval to reuse the property for another principal or conditional use is granted; c. The use or development of the site is not begun within the time limits of the final site plan approval in Section 38.19.130, BMC. 2. A conditional use which has terminated may be reestablished on a site by either, the review and approval of a new conditional use permit application, or a determination by the Planning Director that the local circumstances and regulatory requirements are essentially the same as at the time of the original approval. A denial of renewal by the Planning Director may not be appealed. If the Planning Director determines that the conditional use permit may be renewed on a site then any conditions of approval of the original conditional use permit are also renewed. 3. If activity begins for which a conditional use permit has been given final approval, all activities must comply with any conditions of approval or code requirements. Should there be a failure to maintain compliance the City may revoke the approval through the procedures outlined in Section 38.34.160, BMC. j. Section 38.21.050.F requires all mechanical equipment to be screened. Rooftop equipment shall be incorporated into the roof form or screened in an enclosure and ground mounted equipment shall be screened with walls, fencing or plant materials. The final plan shall contain a notation that “No ground mounted mechanical equipment, including, but not limited to utilities, air exchange/conditioning units, transformers, or meters shall encroach into the required yard setbacks and will be properly screened with an opaque solid wall and/or adequate landscape features. All rooftop mechanical equipment shall be incorporated into the roof form or screened in an approved rooftop enclosure.” 50 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 23 of 27 Per Section 38.39.030.A Private certification of installation of improvements prior to occupancy and operation of the site. These certifications should be provided at least a week before the Certificate of Occupancy issuance is desired. Please schedule work accordingly. k. Typical curb details (i.e. raised and/or drop curbs) and typical asphalt paving section detail shall be provided to and approved by the City Engineer. Concrete curbing shall be provided around the entire new parking lot and/or access perimeter and be adequately identified (i.e. drop vs. spill curb) on the FSP. l. Site vision triangles shall be depicted in accordance with Sec. 38.24.100 BMC. 51 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 24 of 27 APPENDIX B – PROJECT SITE ZONING AND GROWTH POLICY Zoning Designation and Land Uses: The subject property is zoned “B-2” (Community Commercial District). The intent of the B-2 community business district is “to provide for a broad range of mutually supportive retail and service functions located in clustered areas bordered on one or more sides by limited access arterial streets.” Adopted Growth Policy Designation: Community Commercial Mixed Use: Activities within this land use category are the basic employment and services necessary for a vibrant community. Establishments located within these categories draw from the community as a whole for their employee and customer base and are sized accordingly. A broad range of functions including retail, education, professional and personal services, offices, residences, and general service activities typify this designation. In the “center-based” land use pattern, Community Commercial Mixed Use areas are integrated with significant transportation corridors, including transit and non-automotive routes, to facilitate efficient travel opportunities. The density of development is expected to be higher than currently seen in most commercial areas in Bozeman and should include multi-story buildings. A Floor Area Ratio in excess of .5 is desired. It is desirable to allow residences on upper floors, in appropriate circumstances. Urban streetscapes, plazas, outdoor seating, public art, and hardscaped open space and park amenities are anticipated, appropriately designed for an urban character. Placed in proximity to significant streets and intersections, an equal emphasis on vehicle, pedestrian, bicycle, and transit circulation shall be provided. High density residential areas are expected in close proximity. Including residential units on sites within this category, typically on upper floors, will facilitate the provision of services and opportunities to persons without requiring the use of an automobile. The Community Commercial Mixed Use category is distributed at two different scales to serve different purposes. Large Community Commercial Mixed Use areas are significant in size and are activity centers for an area of several square miles surrounding them. These are intended to service the larger community as well as adjacent neighborhoods and are typically distributed on a one mile radius. Smaller Community Commercial areas are usually in the 1015 acre size range and are intended to provide primarily local service to an area of approximately one-half mile radius. These commercial centers support and help give identity to individual neighborhoods by providing a visible and distinctive focal point. They should typically be located on one or two quadrants of intersections of arterials and/or collectors. Although a broad range of uses may be appropriate in both types of locations the size and scale is to be smaller within the local service placements. Mixed use areas should be developed in an integrated, pedestrian friendly manner and should not be overly dominated by any single land use. Higher intensity employment and residential uses are encouraged in the core of the area or adjacent to significant streets and intersections. As needed, building height transitions should be provided to be compatible with adjacent development. 52 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 25 of 27 APPENDIX C – NOTICING AND PUBLIC COMMENT Noticing was given on July 25th. Notice was provided by posting of the site and first class mail to property owners within 200 feet of the site. Publication in the Bozeman Daily Chronicle was made on July 28th and will be made again on August 11th. No public comment has been received. 53 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 26 of 27 APPENDIX D –REQUESTED RELAXATIONS Relaxations have been requested from the following sections. Text is from the applicant’s materials. 1) Section 38.22.060- Canopy Height Deviation We are requesting a deviation to the maximum height requirement of 18' and request a deviation to the height requirement to 21 '-7" to the peak of the roofline. A detailed drawing of the proposed fueling island canopy is included in this submittal for your consideration. 2) UDC- 38.24.090- Access We are requesting a deviation to the minimum spacing for a full access driveway for the proposed driveways onto Huffine and Cottonwood. The proposed driveway onto Cottonwood would be an interim drive until the southern portion of the property is developed, at which time the driveway accessing this lot, would be relocated across from Alpha Drive, which would then meet the code requirement. The proposed full access driveway onto Huffine would be a shared drive with the adjacent business. Their existing west driveway would be removed. The proposed 40' wide driveway would be 467' from the Cottonwood right of way. In addition, a traffic study has been completed and takes into consideration this proposed driveway and is included in this application for your review. 54 Z-13132, Staff Report for the Town Pump #8Conditional Use Permit with COA/DEV Page 27 of 27 APPENDIX E - OWNER INFORMATION AND REVIEWING STAFF Owner: Cresent Cross LLP, 5550 Blackwood Road, Bozeman MT 59715 Applicant: Park Street Holdings, LLC, 660 South Main Street, Butte, MT 59701-2534 Representative: Madison Engineering LLC, 895 Technology Blvd. Ste 203, Bozeman, MT 59718 Report By: Chris Saunders, Policy and Planning Manager 55 Brian Krueger June 12'h, 2013 We are requesting two deviations with this application. They are: • UDC 38.22.060-Canopy Height Deviation Project: Town Pump #8 Page 2 of2 We are requesting a deviation to the maximum height requirement of 18' and request a deviation to the height requirement to 21 '-7" to the peak of the roofline. A detailed drawing of the proposed fueling island canopy is included in this submittal for your consideration. • UDC-38.24.090-Access We are requesting a deviation to the minimum spacing for a full access driveway for the proposed driveways onto Huffine and Cottonwood. The proposed driveway onto Cottonwood would be an interim drive until the southern portion of the property is developed, at which time the driveway accessing this lot, would be relocated across from Alpha Drive, which would then meet the code requirement. The proposed full access driveway onto Huffine would be a shared drive with the adjacent business. Their existing west driveway would be removed. The proposed 40' wide driveway would be 467' from the Cottonwood right of way. In addition, a traffic study has been completing and takes into consideration this proposed driveway and is included in this application for your rev1ew. Please review the submitted material at your earliest convenience. If you have any questions or need additional infonnation please feel free to contact us at 586-0262. Sincerely, Madison Engineering, Inc. C~udc~~ I~ Principal/Owner cc: Dan Sampson, Town Pump Dayle Kountz Dick Kountz Kyle Tage, Locati Architects file 895 Technology Blvd Ste 203 Bozeman, MT 59718 (406) 586-0262 (406) 586-5740 Fax 57 CERTIFICATE OF APPROPRIATNESS CHECKLIST 2 If a project is located in the Neighborhood Conservation Overlay District or the Entryway Corridor Overlay District, and DOES NOT qualify for review as a Sketch Plan; Reuse, Change of Use or Further Development of a Site Developed Before 9-3-91; or Amendment/Modification of a Plan Approved On or After 9-3-91, this checklist shall be used. See Section 38.19.050 (Sketch Plan Review), Section 38.19.150 (Amendments to Sketch and Site Plans) or Section 38.19.170 (Reuse, Change in Use or Further Development of Sites Developed Prior to the Adoption of the Ordinance Codified in This Title), BMC. These checklists shall be completed and returned as part of the submittal. Any item checked "No" or "N/ A" (not applicable) must be explained in a narrative attached to the checklist. Incomplete submittals will be returned to the applicant. A Neighborhood Conservation Overlay District. If a proposed development is located in the Neighborhood Conservation Overlay District, information shall be provided to the appropriate review authority to review prior to granting or denying a certificate of appropriateness. The extent of documentation to be submitted on any project shall be dictated by the scope of the planned alteration and the information reasonably necessary for the appropriate review authority to make its determination. "~t a minimum, the following items shall be included in the submission: Neighborhood Conservation Overlay District Information Yes No N/A 1. One current picture of each elevation of each structure planned to be altered and such D D D additional pictures of the specific elements of the structure or property to be altered that will clearly express the nature and extent of change planned. Except when otherwise recommended, no more than eight pictures should be submitted and all pictures shall be mounted on letter-size sheets and clearly annotated with the property address, elevation direction (N, S, E, W) and relevant information 2. Historical information, including available data such as pictures, plans, authenticated verbal D D D records and similar research documentation that may be relevant to the planned alteration 3. Materials and color schemes to be used D D D 4. Plans, sketches, pictures, specifications and other data that will clearly express the applicant's D D D proposed alterations 5. A schedule of planned actions that will lead to the completed alterations D D D 6. Such other information as may be suggested by the Planning Department D D D 7. Description of any applicant-requested deviation(s) and a narrative explanation as to how the D D D requested deviation(s) will encourage restoration and rehabilitation activity that will contribute to the overall historic character of the community 8. Stormwater Management Permit L\pplication required D D D B. Entryway Corridor Overlay District. If a proposed development is located in the Entryway Corridor Overlay District, information shall be provided to the appropriate review authority to review prior to granting or denying a certificate of appropriateness. The extent of documentation to be submitted on any project shall be dictated by the scope of the planned alteration and the information reasonably necessary for the appropriate review authority to make its determination. At a minimum, the following items shall be included in the submission: Entryway Corridor Overlay District Information Yes No N/A 1. Plans, sketches, pictures, specifications and other data that will clearly express the applicant's 0 D D proposed alterations 2. Such other information as may be suggested by the Planning Department D D 0 3. If the proposal includes an application for a deviation as outlined in Section 38.35.050 ~ D D (Deviations), BMC, the application for deviation shall be accompanied by written and graphic material sufficient to illustrate the conditions that the modified standards will produce, so as to enable the City Commission to make the determination that the deviation will produce an environment, landscape quality and character superior to that produced by the existing standards, and will be consistent with the intent and purpose of Chapter 38.17 (Entryway Corridor Overlay District), BMC. 4. Stormwater Management Permit Application required D 5] D Page3 (Certificate of Appropriateness Checklist 2-Prepared 11/25/03; revised on 9/8/04, revised 11/14/11) 60 SITE PLAN CHECKLIST These checklists shall be completed and returned as part of the submittal. Any item checked "No" or "N/ A" (not applicable) must be explained in a narrative attached to the checklist. Incomplete submittals will be returned to the applicant. A. Design Review Board (DRB) Site Plan Review Thresholds. Does the proposal include one or more of the following: Design Review Board (DRB) Site Plan Review Thresholds Yes No 1. 20 or more dwelling units in a multiple household structure or structures D 0 2. 30,000 or more square feet of office space, retail commercial space, service commercial space or D 0 industrial space 3. More than two buildings on one site for permitted office uses, permitted retail commercial uses, D 0 permitted service commercial uses, permitted industrial uses or permitted combinations of uses 4. 20,000 or more square feet of exterior storage of materials or goods D 0 5. Parking for more than 60 vehicles D 0 B. General Information. The following information shall be provided for site plan review: General Information Yes No N/A 1. Location map, including area within one-half mile of the site 0 D D 2. List of names and addresses of property owners according to Chapter 18.76, BMC (Noticing) 0 D D 3. A construction route map shall be provided showing how materials and heavy equipment will 0 D D travel to and from the site. The route shall avoid, where possible, local or minor collector streets or streets where construction traffic would disrupt neighborhood residential character or pose a threat to public health and safety 4. Boundary line of property with dimensions [{] D D 5. Date of plan preparation and changes 0 D D 6. North point indicator 0 D D 7. Suggested scale of 1 inch to 20 feet, but not less than 1 inch to 100 feet 0 D D 8. Parcel size(s) in gross acres and square feet 0 D D 9. Estimated total floor area and estimated ratio of floor area to lot size (floor area ratio, FAR), 0 D D with a breakdown by land use 10. Location, percentage of parcel(s) and total site, and square footage for the following: a. Existing and proposed buildings and structures 0 D D b. Driveway and parking 0 D D c. Open space and/ or landscaped area, recreational use areas, public and semipublic land, 0 D D parks, school sites, etc. d. Public street right-of-way 0 D D 11. Total number, type and density per type of dwelling units, and total net and gross residential 0 D D density and density per residential parcel 12. Detailed plan of all parking facilities, including circulation aisles, access drives, bicycle racks, 0 D D compact spaces, handicapped spaces and motorcycle parking, on-street parking, number of employee and non-employee parking spaces, existing and proposed, and total square footage of each Page3 (Site Plan Checklist-Prepared 12/05/03; revised 9/22/04) 61 General Information, continued Yes No N/A 13. The information required by Section 18.78.060.L, B:t-,fC (Streets, Roads and Alleys), unless D D 0 such information was previously provided through a subdivision review process, or the provision of such information was waived in writing by the City during subdivision review of the land to be developed, or the provision of such information is waived in writing by the City prior to submittal of a preliminary site plan application 14. Description and mapping of soils existing on the site, accompanied by analysis as to the D 0 D suitability of such soils for the intended construction and proposed landscaping 15. Building design information (on-site): a. Building heights and elevations of all exterior walls of the building(s) or structure(s) 0 D D b. Height above mean sea level of the elevation of the lowest floor and location of lot 0 D D outfall when the structure is proposed to be located in a floodway or floodplain area c. Floor plans depicting location and dimensions of all proposed uses and activities 0 D D 16. Temporary facilities plan showing the location of all temporary model homes, sales offices D D 0 and/ or construction facilities, including temporary signs and parking facilities 17. Unless already provided through a previous subdivision review, a noxious weed control plan D D 0 complying with Section 18.78.050.H, BMC (Noxious Weed Management and Revegetation Plan) 18. Drafts of applicable supplementary documents as set forth in Chapter 18.72, B:t-,fC D D 0 (Supplementary Documents) C. Site Plan Information. The location, identification and dimension of the following existing and proposed data, onsite and to a distance of 100 feet (200 feet for PUDs) outside the site plan boundary, exclusive of public rights-of-way, unless othetwise stated: Site Plan Information Yes No N/A 1. Topographic contours at a minimum interval of 2 feet, or as determined by the Planning [{] D D Director 2. Adjacent streets and street rights-of-way to a distance of 150 feet, except for sites adjacent to [{] D D major arterial streets where the distances shall be 200 feet 3. On-site streets and rights-of-way D D 0 4. Ingress and egress points [{] D D 5. Traffic flow on-site [{] D D 6. Traffic flow off-site D D 0 7. Utilities and utility rights-of-way or easements: a. Electric [{] D D b. Natural gas [{] D D c. Telephone, cable television and similar utilities [{] D D d. \'\later [{] D D e. Sewer (sanitary, treated effluent and storm) [{] D D 8. Surface water, including: a. Holding ponds, streams and irrigation ditches D D 0 b. Watercourses, water bodies and wedands D D 0 c. Floodplains as designated on the Federal Insurance Rate Map or that may otherwise be D D 0 identified as lying within a 100-year floodplain through additional floodplain delineation, engineering analysis, topographic survey or other objective and factual basis d. A floodplain analysis report in compliance v,-ith Chapter 18.58, BMC (Bozeman D D 0 Floodplain Regulations) if not previously prov-ided with subdivision review Page 4 62 Site Plan Information, continued 9. Grading and drainage plan, including provisions for on-site retention/ detention and water quality improvement facilities as required by the Engineering Department, or in compliance with any adopted storm drainage ordinance or best management practices manual adopted by the City Yes No N/A D D 10. All drainageways, streets, arroyos, dry gullies, diversion ditches, spillways, reservoirs, etc. which may be incorporated into the storm drainage system for the property shall be designated: a. The name of the drainageway (where appropriate) b. The downstream conditions (developed, available drainageways, etc.) c. Any downstream restrictions 11. Significant rock outcroppings, slopes of greater than 15 percent or other significant topographic features 12. Sidewalks, walkways, driveways, loading areas and docks, bikeways, including typical details and interrelationships with vehicular circulation system, indicating proposed treatment of points of conflict 13. Provision for handicapped accessibility, including but not limited to, wheelchair ramps, parking spaces, handrails and curb cuts, including construction details and the applicant's certification of I'1.DA compliance 14. Fences and walls, including typical details 15. Exterior signs. Note-The review of signs in conjunction with this application is only review for compliance with Chapter 18.52, BMC (Signs). A sign permit must be obtained from the Department of Planning and Community Development prior to erection of any and all signs. 16. Exterior refuse collection areas, including typical details 17. .A site plan, complete with all structures, parking spaces, building entrances, traffic areas (both vehicular and pedestrian), vegetation that might interfere with lighting, and adjacent uses, containing a layout of all proposed fixtures by location and type. The materials required in Section 18.78.060.R, BMC (Lighting Plan), if not previously provided 18. Curb, asphalt section and drive approach construction details 19. Landscaping -detailed plan showing plantings, equipment, and other appropriate information as required in Section 18.78.100, BMC (Submittal Requirements for Landscaping Plans). If required, complete section C below 20. Unique natural features, significant wildlife areas and vegetative cover, including existing trees and shrubs having a diameter greater than 2.5 inches, by species 21. Snow storage areas 22. Location of City limit boundaries, and boundaries of Gallatin County's Bozeman Area Zoning Jurisdiction, within or near the development 23. Existing zoning within 200 feet of the site 24. Historic, cultural and archeological resources, describe and map any designated historic structures or districts, and archeological or cultural sites 25. Major public facilities, including schools, parks, trails, etc. 26. The information necessary to complete the determination of density change and parkland provision required by Chapter 18.50, BMC, unless such information was previously determined by the City to be inapplicable and written confirmation is provided to the applicant prior to submittal of a preliminary site plan application. If a new park will be created by the development, the park plan materials of Section 18.78.060.P, BMC shall be provided. 27. Describe how the site plan will satisfy any requirements of Section 17.02, BMC (Affordable Housing) which have either been established for that lot(s) through the subdivision process or if no subdivision has previously occurred are applicable to a site plan. The description shall be of adequate detail to clearly identify those lots and dwellings designated as subject to Title 17, Chapter 2, BMC compliance requirements and to make the obligations placed on the affected lots and dwellings readily understandable. Page 5 D D 0 0 D D D D 0 D D 0 0 D D [{] D D D D 0 0 D D 0 D D [2] D D 0 D D 0 D D [2] D D [2] D D 0 D D [2] D D D D 0 D D 0 D D 0 D D 63 D. Landscape Plans. If a landscape plan is required, the following information shall be provided on the landscape plan: Landscape Plan Information Yes No N/A 1. Date, scale, north arrow, and the names, addresses, and telephone numbers of both the 0 D D property owner and the person preparing the plan 2. Location of existing boundary lines and dimensions of the lot 0 D D 3. Approximate centerlines of existing watercourses, required watercourse setbacks, and the D D [Z] location of any 100-year floodplain; the approximate location of significant drainage features; and the location and size of existing and proposed streets and alleys, utility easements, utility lines, driveways and sidewalks on the lot and/or adjacent to the lot 4. Project name, street address, and lot and block description 0 D D 5. Location, height and material of proposed screening and fencing (with berms to be delineated D D [Z] by one foot contours) 6. Locations and dimensions of proposed landscape buffer strips, including watercourse buffer 0 D D strips 7. Complete landscape legend providing a description of plant materials shown on the plan, 0 D D including typical symbols, names (common and botanical name), locations, quantities, container or caliper sizes at installation, heights, spread and spacing. The location and type of all existing trees on the lot over 6 inches in caliper must be specifically indicated 8. Complete illustration of landscaping and screening to be provided in or near off-street parking 0 D D and loading areas, including information as to the amount (in square feet) of landscape area to be provided internal to parking areas and the number and location of required off-street parking and loading spaces 9. An indication of how existing healthy trees (if any) are to be retained and protected from D D 0 damage during construction 10. Size, height, location and material of proposed seating, lighting, planters, sculptures, and water D D 0 features 11. A description of proposed watering methods 0 D D 12. Location of street vision triangles on the lot (if applicable) [{] D D 13. Tabulation of points earned by the plan -see Section 18.48.060, BMC (Landscape 0 D D Performance Standards) 14. Designated snow removal storage areas 0 D D 15. Location of pavement, curbs, sidewalks and gutters [{] D D 16. Show location of existing and/ or proposed drainage facilities which are to be used for 0 D D drainage control 17. Existing and proposed grade [{] D D 18. Size of plantings at the time of installation and at maturity [{] D D 19. Areas to be irrigated 0 D D 20. Planting plan for watercourse buffers, per Section 18.42.100, BMC (\Vatercourse Setbacks), if D D [Z] not previously provided through subdivision review 21. Front and side elevations of buildings, fences and walls with height dimensions if not [{] D D otherwise provided by the application. Show open stairways and other projections from exterior building walls Page6 64 Town Pump #8 Preliminary Site Plan Review Fees Plan review fee $1,125.00 Plan review fee (per bldg) $125.00 Plan review fee (per 1,000 sf) $50.00 Deviation $100.00 Advertising $200.00 1 1 7.9 2 1 Preliminary Plan Review Fee Total $1,125.00 $125.00 $395.00 $200.00 $200.00 $2,045.00 65 Town Pump-Cottonwood Adjoiners List Springcreek Village, LLC 101 E Main St. Ste D Bozeman, MT 59715 First Security Bank P.O. Box910 Bozeman, MT 59771-0910 Betty D. Madill 403 Slough Creek Rd. Bozeman, MT 59718 Richard & Kristie Kountz 424 Meadows Dr. Lake Havasu City, AZ 86404 Kountz Family Limited Partnership 5550 Blackwood Rd. Bozeman, MT 59718 Cresent Cross LP 5550 Blackwood Road Bozeman, MT 59718-7665 TMT & T 2009 Trust PO Box 990861 Redding CA 96099-0861 Covenant Investments 642 Cottonwood Road Ste 3 Bozeman, MT 59718-9203 STP LLC 270 Automotive Avenue Bozeman, MT 59718-7797 68 Town Pump#8 Cottonwood & Huffine Lane STORMWATER DETENTION CALCULATIONS Calculation of Required Volume for Storm Detention Pond (Reference: Bozeman Stormwater Master Plan -1982) Design Rainfall Freq. ... 10 0.64 year (see page Ill-5 of master plan) IDF coefficient a IDF coefficient b IDF coefficient n 0.65 Pre-development Calculations c Post-development Calculations c Areas (fe): open space med. res. dense res. comm. neigh. comm. down. industrial Total: 125,844 0.20 Areas (fe): open space 30,000 0.20 total area: 2.89 composite C: 0.20 Overland tc average slope: 1.25 travel distance: 300 tc: 27 Channel tc channel tc: Total tc: 27 intensity at tc (fig 23): 1.07 pre-devel peak runoff: 0.62 Storm Duration (minutes) 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 Detention pond COB.xls Intensity (in/hr) 2.36 2.05 1.82 1.65 1.51 1.40 1.31 1.23 1.16 1.10 1.05 1.00 0.96 0.93 0.89 0.86 083 0.35 0.50 0.60 0.80 0.80 125,844 acres total area: composite C: Overland tc percent average slope: .feet travel distance: minutes tc: Channel tc minutes channel tc minutes Total tc: in/hr intensity at tc (fig 23): cfs post-devel peak runoff: Future Runoff Runoff Release Required Rate (cfs) Volume (cf) Volume (cf) Storage (cf) 5.01 2415 299 2116 4.33 2610 374 2236 3.85 2782 448 2333 3.48 2935 523 2412 3.20 3075 597 2478 2.96 3204 672 2533 2.76 3324 746 2578 2.60 3437 821 2616 2.46 3543 895 2648 2.33 3644 969 2674 2.22 3739 1044 2695 2.13 3830 1118 27"12 2.04 3918 1193 2725 1.96 4002 1267 2734 1.89 4083 1342 2741 1.82 4160 1416 2744 1.76 4236 1491 2745 required detention storage (te) =I 2,745 Impervious 95,844 0.90 dense res. 0.50 comm. neigh. 0.60 comm. down. 0.80 industrial 0.80 Total: 125,844 2.89 acres 0.73 1.5 percent 180 feet 8 minutes minutes 8 minutes 2.36 in/hr 5.01 cfs 71 72 73 74 75 76 PM TV Symbol Plant Name (Scientific)Size @ Planting Mature Size Qty Plant Table Austrian Pine (Pinus nigra)850-60'8-10' Colorado Spruce (Picea pungens)760-70'8-10' Welchi Juniper (Juniperus scopulorum)510-12'3-4' Mugho Pine (pinus mugho)44-5'#5 Andorra Juniper (Juniperus)812-18"#5 Patmore Green Ash (Fraxinus platinoides)650-60'1.5-2" Northwood Maple (Acer rubrum)850-60'1.5-2" Quaking Aspen (Populus tremuloides)940-50'1.5-2" Radiant Flowering Crab (Malus Sp.)530-40'1.5-2" Japanese Tree Lilac (Syringa reticulata)1020-30'1.5-2" Blizzard Mockorange (Philadelphus lewisii)35-6'18-24" Isanti Dogwood (Cornus sericea)65-6'18-24" Dwarf Korean Lilac (Syringa palibin meyeri)105-6'18-24" Goldflame Spirea (Spiraea japonica)265-6'18-24" Little Pricess Spirea (Spiraea Japonica)165-6'18-24" Karl Foerster (Calamagrostis x acutiflora)155-6'18-24" Blue Oat Grass (Helictotrichon sempervirens)65-6'18-24"Town Pump #83337 N. 27th #31Bozeman, Montana 59718ph 406.539.7030e-mail:customearthdesigns@gmail.comDate: 11 June 2013Revised: Bozeman, MontanaProject for: Huffine and Cottonwood Chad Rempfer, Landscape DesignerScale 1"=20'-0" 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 Catalog # Project Comments Prepared by Type Date IST IMPACT ELITE LED TRAPEZOID 1 - 2 LightBARs Solid State LED WALL MOUNT LUMINAIRE McGRAW-EDISON® SPECIFICATION FEATURES Construction Heavy-wall, die-cast aluminum housing and removable hinged door frame for precise tolerance control and repeatability. Hinged door inset for clean mating with housing surface and secured via two (2) captive fasteners. Optional tamper resistant Torx™- head fasteners offer vandal resistant access to the electrical chamber. Optics Choice of six (6) high efficiency, patented AccuLED Optics™ manufactured from injection molded acrylic. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. BL optics offer backlight control to decrease wall brightness while the optional uplight glow provides soft illumination to highlight architectural surfaces. Offered standard in 4000°K (+/- 275K) CCT and nominal 70 CRI. Electrical LED drivers mount to die-cast aluminum back casting for optimal heat sinking and operation efficiency. Impact Elite Wall Series LED operates from 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz. Shipped standard with Cooper Lighting proprietary circuit module designed to withstand 10kV of transient line surge. 90% lumen maintenance expected at 60,000 hours. The Impact Elite Wall Series LED luminaire is suitable for operation in -40°C to 40°C ambient environments. LightBARS™ feature an IP66 enclosure rating. Optional occupancy sensor with backbox is available. Mounting Gasketed and zinc plated rigid steel mounting attachment fits directly to 4" J-box or wall with the Impact Elite "Hook-N-Lock" mechanism for quick installation. Secured with two (2) captive corrosion resistant black oxide coated allen head set screws concealed but accessible from bottom of fixture. Finish Cast components finished in a 5 stage super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult the McGraw-Edison Architectural Colors brochure for the complete selection. Warranty Five-year warranty. ADH100154 2013-03-12 12:54:07 The IMPACT Elite family of cutoff wall luminaires is the ideal complement to site design. Incorporating modular LightBAR™ technology, Impact Elite provides outstanding uniformity and energy-conscious illumination. Combined with a rugged construction, the Impact Elite is the ideal facade and security luminaire for zones surrounding schools, office complexes, apartments, and recreational facilities. UL/cUL listed for wet locations. DESCRIPTION CERTIFICATION DATA UL/cUL Listed LM79 / LM80 Compliant IP66 LightBARS ARRA Compliant ISO 9001 DLC Qualified ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120-277V/50 & 60hz, 347V/60hz, 480V/60hz -40°C Minimum Temperature 40°C Ambient Temperature Rating SHIPPING DATA Approximate Net Weight: 18 lbs. (8 kgs.)SY STEM S CERTIFI E DHOOK-N-LOCK MOUNTING Trapezoid 16-1/2" [419mm]9" [229mm] 7"[178mm] STANDARD DIMENSIONS 2-1/3"[58mm] 1-3/4"[44mm] 12-1/4" [311mm] 16-1/2" [420mm] 7"[180mm] STANDARD DIMENSIONS WITH BACK BOX 2013-03-12 13:03:04 TYPE A 94 NOTE: Specifications and dimensions subject to change without notice. Visit our web site at www.cooperlighting.comCustomer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801 Ambient LumenTemperature Multiplier 10°C 1.04 15°C 1.03 25°C 1.00 40°C 0.96 LUMEN MULTIPLIER Number of LightBARs DISTRIBUTION Power [Watts] Current @ 120V [A] Current @ 277V [A]BL2 BL3 BL4 GZW SLR/ SLL 7 LED LIGHTBAR C0127 0.23 0.13 1,770 1,625 1,720 1,725 1,571 C02 54 0.46 0.21 3,540 3,249 3,440 3,450 3,142 21 LED LIGHTBAR B0127 0.23 0.13 2,177 1,998 2,115 2,122 1,932 B02 51 0.43 0.20 4,354 3,996 4,231 4,244 3,865 POWER AND LUMENS BY BAR COUNT IST IMPACT ELITE LED TRAPEZOID ADH100154 2013-03-12 12:54:07 2013-03-12 13:03:04 ORDERING INFORMATION Sample Number: IST-B02-LED-E1-BL3-GM Options 4 P Button Type Photocontrol (120V, 208, 240, or 277V) 5= 2L Two Circuits6= TR Tamper Resistant Fasteners= 7060 70 CRI/6000K CCT7= 8030 80 CRI/3000K CCT7= ULG Uplight Glow8= LCF LightBAR Cover Plate Matches Housing Finish = OSB Occupancy sensor standard with back box matching housing finish. 9= BBB Emergency LED power pack (UL924 listed) 0° C/32° F standard with back box matching housing finish. 10, 11, 12= CWB Emergency LED cold temperature power pack (UL924 listed) -20° C/-4° F standard with back box matching housing finish. 10, 13= Distribution GZW Wall Grazer Wide= BL2 Type II w/ Back Light Control = BL3 Type III w/ Back Light Control = BL4 Type IV w/ Back Light Control = SLL 90 Degree Spill Light Eliminator Left = SLR 90 Degree Spill Light Eliminator Right = Lamp Type LED Solid State Light Emitting Diodes = Product Family 1 IST Impact Elite Small Trapezoid = Number of LightBARs 2, 3 B01 [1] 21 LED LightBAR= B02 [2] 21 LED LightBARs= C01 [1] 7 LED LightBAR= C02 [2] 7 LED LightBARs= Voltage E1 Electronic 120-277V= 347 347V= 480 480V= Finish AP Grey= BZ Bronze= BK Black= DP Dark Platinum= GM Graphite Metallic= WH White= Accessories 14 MA1254-XX Thruway Back Box - Impact Elite Trapezoid15= MA1253 10kV Circuit Module Replacement= 1 DesignLights™Consortium Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. Notes: 2 Standard 4000K CCT and nominal 70CRI. 3 21 LED LightBAR powered at 350mA, 7 LED LightBAR powered at 1A. 4 Add as suffix. 5 Must specify voltage. 6 Only available in 2 bar (B02 or C02) configurations. 7 Consult Factory for lead times and lumen multiplier. 8 Provides 10% uplight in 2 bar (B02 or C02) configurations and 20% uplight in 1 bar (B01 or C01) configurations. 9 Only available in 2 BAR (B02 or C02) configurations; streetside LightBAR will be wired to sensor. Time delay factory setting is 15 minutes. 10 Not available with OSB. 11 Specify 120 or 277V, (0°C) minimum temperature. 12 Consult factory for availability. 13 Specify 120 or 277V, (-20°C) minimum temperature. 14 Order separately. 15 Specify finish (color) in place of "XX". 95 © 2012 LSI INDUSTRIES INC. Project Name Fixture Type Catalog # wet location SHIPPING WEIGHTS - Lifestyle Catalog Number Est. Weight (kg/lbs.) LSA LSB LSF LMA LMB LMF 24/54 24/54 27/60 29/65 30/67 30/67 ARRAFunding Compliant LUMINAIRE EPA CHART (INCLUDES BRACKET) SINGLE D90o D180o T90o T120o QUAD Lifestyle Small Lifestyle Medium 1.6 2.3 2.7 3.3 3.4 4.1 1.8 2.7 3.1 4.0 4.0 4.9 72OUTDOOR 08/17/12 LifestyLe series (Various reflectors are protected by U.S. Patent No. 6,464,378.) Lamp types - Pulse-Start Metal Halide, Pulse-Start Metal Halide Reduced Envelope, Ceramic Metal Halide, Metal Halide, High Pressure Sodium and Compact Fluorescent in single or double configurations. Lamps supplied as standard – HID-Clear, CFL-Coated, 3500K. shade and Crown - Die Cast Aluminum. Three shade types are available. F- Flared, A- Angle & B- Bell. transitions - There are four available transitions between the crown and shade. N – Non Luminous for areas where dark skies are critical; as well as H – Horizontal and V – Vertical louvers for architectural appeal, and R – Rings to add a touch of whimsy. Rings are available in clear acrylic or aluminum. Aluminum rings can be painted to match or contrast with the fixture. BraCkets - Brackets are extruded and cast aluminum assemblies or fabrications. All decorative elements are die cast or extruded aluminum. finish - Each fixture is finished with LSI’s DuraGrip® polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Standard colors include bronze, black, platinum plus, white, satin verde green, metallic silver, and graphite. Lens - Flat tempered glass lens is sealed to the lens frame casting. LsBV CC s Lsan Ch d180 Lsfh CC d180Flat-lensed fixturesmeet IESNAfull cutoffclassificationCommUnityfriendLy Gaskets and seaLs - Silicone gaskets seal the lens to the housing and the crown to the shade. All gaskets and seals are extruded, molded or die cut silicone. optiCs - Four distributions - Type II, III, V, and Forward Throw Perimeter. Shade attachment allows field orientation of optics in 90° increments. LamphoLder: HID sockets are glazed porcelain, medium base on Small series, mogul base on Medium series, 4KV pulse-rated with spring center contact. CFL fixtures have one-piece, 4-pin, thermoplastic lampholders. BaLLasts: HID ballasts are high power factor for -20oF starting temperature. CFL ballasts are universal electronic voltage (120-277, 50/60 HZ) or 347V (60HZ), 0o starting. Fixtures ordered with PSMV, PSMVR, CMH, MH or HPS light source and with Classic Hook (CH), Universal Pole Clamp (UCL) or Pendant Mount (PM) brackets are prewired and fully assembled at factory. These fixtures must be ordered voltage specific. CoLor Bands: LSI offers optional color-coordinated decals in 9 standard colors to accent the fixture. Decals are guaranteed for five years against peeling, cracking, or fading. fasteners: All exposed fasteners are black oxide coated stainless steel. photometriCs - Please visit our web site at www.lsi-industries.com fordetailed photometric data. dimensions Crown with transitions S = Small M = Medium (306mm)s12.03" s(344mm)m13.53" m (305mm)s12.00" s(343mm)m13.50" m (306mm)s12.03" s(344mm)m13.53" m (306mm)s12.03" s(344mm)m13.53" m (203mm)s8.00"s(229mm)m9.00"m (203mm)s8.00"s(229mm)m9.00"m (203mm)s8.00"s(229mm)m9.00"m (203mm)s8.00"s(229mm)m9.00"m h-horiZontaL LoUVer ra-rings acrylicrm - rings metal V-VertiCaL LoUVer n-non LUminoUs B-BeLL shade (559mm) 22.00"s (648mm) 25.50"m f-fLared shade shade (191mm) 7.52" s(216mm) 8.52" m (191mm) 7.52" s(216mm) 8.52" m (191mm) 7.52" s (216mm) 8.52" m (495mm) 19.50"s(584mm) 23.00"m (495mm) 19.50"s(584mm) 23.00"m a-anGLe shade American Made American Innovation TYPE B 96 © 2012 LSI INDUSTRIES INC. Project Name Fixture Type Catalog # 08/17/12 73 TYPICAL ORDER EXAMPLE: LuminairePrefix LampWattage ASSEMBLY ORDERING INFORMATION (includes fixture brackets and poles)1 Voltage4 Configuration1,5Luminaire Finish Mounting Style5 BRZ – BronzeBLK – BlackPLP – Platinum PlusWHT – WhiteSVG - Satin Verde GreenGPT - GraphiteMSV - Metallic Silver PC120 - 120V PhotocellPCHV - 208-277V PhotocellPC347-347V PhotocellSQN - Standby Quartz (Non-Time Delay)SQT - Standby Quartz (Time Delay)LL - Less Lamp LS A N 2 50 MH F 120 BRZ CH S Shade A - AngleB - BellF - Flare N - Non LuminousH - Horizontal LouverV - Vertical LouverRA - Rings Acrylic2 RM - Rings Metal3 Transition Lens F - Flat Clear Tempered Glass Light Source PSMV - Pulse-Start Metal Halide 175 WattCMH - Ceramic Metal Halide 150 WattMH - Metal Halide 50, 70, 100, 150 WattHPS - High Pressure Sodium 50, 70, 100, 150 Watt EMH - Electronic Metal Halide 50, 70, 100 Watt CFL - Compact Fluorescent Single 26, 32, 42 WattCFL2 - Compact Fluorescent Double 26, 32, 42 WattCFL - Compact Fluorescent - Horizontal Lamp - Single 57 Watt CFL2 - Compact Fluorescent - Horizontal Lamp - Double 57 Watt PSMV - Pulse-Start Metal Halide 175, 200, 250, 320, 350 WattPSMVR - Pulse-Start Metal Halide Reduced Envelope - 400 Watt HPS - High Pressure Sodium 250, 400 Watt 120208240277347480(480V not availablein 50 MH or HPS)MT - Multi-TapTT - Tri-Tap480(TT and 480V not availablein 50 MH or HPS) UE (120-277 V50 or 60 HZ)UE (120-277 V50 or 60 HZ)347 120208240277347480MT - Multi-TapTT - Tri-Tap480 5070100150175 263242 57 175250320350400 Optics 2 - Type II3 - Type IIIFP - Forward Throw Perimeter5 - Type V 5 - Type V 5H - Type V Horizontal 2 - Type II3 - Type IIIFP - Forward Throw Perimeter5 - Type V LSSmall1 LMMedium1 Rings: (select when RA or RM transition is ordered)RACLR - Clear Acrylic RMBLK - Black RMBRZ - BronzeRMMSV - Metallic Silver RMSVG - Satin Verde GreenRMGPT - GraphiteRMPLP - Platinum PlusRMWHT - White MountingStyle4 Configuration1, 4 PoleDiameter/Material PoleHeight PoleOptions PoleAccessories CC - Curved ClevisCH - Classic HookPM - Pendant MountSA - Side Arm5 SC - Straight ClevisUCL - Universal Pole Clamp 10’12’14’16’18’20’24’ 4 S10G - 4" Dia. Round 10 Ga.5 S11G - 5" Dia. Round 11 Ga.5 S07G - 5" Dia. Round 07 Ga. S - SingleD180˚ - DoubleD90˚ - DoubleT90˚ - TripleT120˚ - TripleQ90˚ - QuadW - Wall Mount BB - Banner Brackets6 GBC - Decorative Base CoverGFI - GFCI Duplex ReceptacleER2 - Weather Proof Receptacle GA - Galvanized Anchor BoltsDGP - DuraGrip® Plus FOOTNOTES:1- When ordering a multiple configuration (D180, etc.), order one fixture/bracket configuration per pole - i.e. order one piece LS A N 2 175 PSMV F 120 BRZ CH D180 PC120 to receive two fixtures and one CHD bracket (see drawing below). See STEEL ROUND POLES and ALUMINUM ROUND POLES data sheets for pole ordering information. 2 - Specify RACLR in Options. 3 - See Options for ring colors available. Specify RM prefixed choices. 4 - Due to fixtures being preassembled at factory, single voltage must be specified for CH, UCL and PM mounting styles when ordered with PSMV, PSMVR, CMH, MH and HPS light sources. 5 - See Lifestyle Bracket ordering chart for Mounting Style/Configurations availability. 6 - 3" reduced drilling pattern required. Consult Factoryfor International Voltages and Light Sources CH - Classic HookUCL4 - Universal Pole Clamp for Use with 4" O.D. Round PoleUCL5 - Universal Pole Clamp for Use with 5" O.D. Round PolePM - Pendant Mount CC - Curved ClevisSA4 - Side Arm for Use with 4" O.D. Round Pole6 SA5 - Side Arm for Use with 5" O.D. Round Pole6 SC - Straight ClevisCH - Classic HookUCL4 - Universal Pole Clamp for Use with 4" O.D. Round PoleUCL5 - Universal Pole Clamp for Use with 5" O.D. Round PolePM - Pendant MountCC - Curved ClevisSA4 - Side Arm for Use with 4" O.D. Round Pole6 SA5 - Side Arm for Use with 5" O.D. Round Pole6 SC - Straight ClevisCH - Classic HookUCL4 - Universal Pole Clamp for Use with 4" O.D. Round PoleUCL5 - Universal Pole Clamp for Use with 5" O.D. Round PolePM - Pendant MountCC - Curved ClevisSA4 - Side Arm for Use with 4" O.D. Round Pole6 SA5 - Side Arm for Use with 5" O.D. Round Pole6 SC - Straight Clevis S - SingleD180o - DoubleD90o - DoubleT90o - TripleTN120o - TripleQ90o - QuadW - Wall Mount ACCESSORY ORDERING INFORMATION Description Order Number (Accessories are field installed) IHSS - Small Internal House Side Shield 55530001 IHSS - Medium Internal House Side Shield 55530000 OPTIONS Color Bands: 45-Light Gold Metallic 20-Charcoal Metallic 55-Black 94-Blue Metallic 59-Dark Green 51-Dark Red 21-Tomato Red 50-White 700-Aztec Silver MT – Multi Tap consists of 120V, 208V, 240V and 277V and is prepared for highest voltage. Alternate voltages will require field adjustment. TT – Tri-Tap consists of 120V, 277V and 347V and is shipped standard for Canadian applications and is prepared for highest voltage. Alternate voltages will require field adjustment. LifestyLe series (Various reflectors are protected by U.S. Patent No. 6,464,378.) Classic Hook CHD CHS CHW SCD SCS SCW CCD CCS CCW SAD SAS SAW UCLD180 UCLS Straight Clevis Curved Clevis Side Arm Universal Pole Clamp 97 IES ROAD REPORT PHOTOMETRIC FILENAME : LS-5-150-CMH-F.IES ISOFOOTCANDLE LINES OF HORIZONTAL ILLUMINANCE 0 1 2 2.25 3 3.75 4 5 6 75 4 3 2.75 2 1.75 1 0 1 2 3 House Side Street Side Distance In Units Of Mounting Height Values Based On 10 Foot Mounting Height .1.2 .5 1 2 5 1/2 Maximum Candela Trace Shown As Dashed Curve (+) = Maximum Candela Point Photometric Toolbox Professional Edition - Copyright 2002-2011 by Lighting Analysts, Inc.Calculations based on published IES Methods and recommendations, values rounded for display purposes.Results derived from content of manufacturers photometric file. Page 5 98 Footnotes Rev. Date: 8/11/11 Notes: NOTE: All data subject to change without notice. 10 11 12 SV Silver3 BK Black3 BZ Bronze3 PB Platinum Bronze3 WH White3 D UL Universal 120–277V UH Universal 347–480V Product Family Optic Mounting # of LEDs LED Voltage Color Drive Factory-Installed Options ( x 10 ) Series Options Current Please type additional options in manually on the lines provided above. © 2011 BetaLED®, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com Made in the U.S.A. of U.S. and imported parts. Meets Buy American requirements within the ARRA. 700 700mA (Standard) 525 525mA 350 350mA STR LWY AA2 IP IP66 Classification 43K 4300K Color Temperature4 DIM 0–10V Dimming5,6,7 F Fuse8,9 HL Hi/Low (175/350/525, dual circuit input)10,11 N No Quick Disconnect Harness or Leveling Bubble12 PD Power Door13 R NEMA Photocell Receptacle8,14 SC Door Safety Tether15 ML Multi-Level (75/525)10 UTL Utility16 10.6" [ 269 mm ] 4.7" [ 121 mm ] 33.1" [ 842 mm ] Light Engine CoverLatches (Tool-less Entry) Housing 42.9" [ 1,089 mm ] Adjustable Fitter IP66 LEDway® Streetlight – Type II MediumSTR-LWY-2M-AA 2M1 1.IESNA Type II Medium distribution 2.Adjustable arm for mounting to 2" (2-3/8" [60mm] O.D.) tenon 3.Light engine portion of extrusion is not painted and will remain natural aluminum regardless of color selection 4.Color temperature per fixture; 6000K standard; minimum 70 CRI 5.Control by others 6.Refer to dimming spec sheet for availability and additional information 7.Can’t exceed the specified drive current. Consult factory if exceedingdrive current is necessary. 8.Not available with all multi-level options. Refer to multi-level specsheet for availability and additional information 9.When code dictates fusing use time delay fuse 10.Refer to multi level spec sheet for availability and additionalinformation 11.Sensor not included 12.Standard product features unless N option is specified 13.All connections between door and fixture are shipped unconnectedfrom the factory; door release spring included to open door automatically when the latches are released 14.Photocell by others 15.Stainless steel aircraft cable 16.Includes exterior wattage label that reflect watts for the specifieddrive current selected. The ability to exceed drive current will bedisabled. LED PERFORMANCE SPECS # of LEDs Initial Delivered Lumens – Type II Medium @ 6000K B U G Initial Delivered Lumens – Type II Medium @ 4300K B U G System Watts 120–480V Total Current @ 120V Total Current @ 240V Total Current @ 277V Total Current @ 347V Total Current @ 480V L70 Hours* @ 25º C (77º F) 50K Hours Lumen Maintenance Factor* @ 15º C (59º F)Rating**Rating** 350mA Fixture Operating at 25º C (77º F) 100 9,656 (10)2 2 2 8,899 (10)2 2 2 111 0.97 0.52 0.46 0.34 0.26 > 150,000 94%110 10,559 (11)3 2 3 9,731 (11)2 2 2 122 1.08 0.58 0.51 0.37 0.28 > 150,00012011,436 (12)3 2 3 10,540 (12)3 2 3 133 1.17 0.62 0.55 0.39 0.30 > 150,000 525mA Fixture Operating at 25º C (77º F) 100 13,518 (10)3 3 3 12,459 (10)3 3 3 163 1.42 0.74 0.65 0.50 0.37 139,000 93%110 14,782 (11)3 3 3 13,624 (11)3 3 3 178 1.58 0.83 0.71 0.54 0.40 137,000 120 16,011 (12)3 3 3 14,756 (12)3 3 3 195 1.70 0.89 0.76 0.58 0.43 133,000 700mA (Standard) Fixture Operating at 25º C (77º F)100 16,898 (10)3 3 3 15,574 (10)3 3 3 228 1.96 1.02 0.86 0.67 0.49 116,000 91%110 18,478 (11)3 3 3 17,030 (11)3 3 3 250 2.16 1.12 0.94 0.73 0.54 113,000 120 20,013 (12)3 3 3 18,445 (12)3 3 3 272 2.31 1.26 1.01 0.79 0.58 108,000 * For recommended lumen maintenance factor data see TD-13 ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit www.iesna.org/PDF/Erratas/TM-15-07BugRatingsAddendum.pdf TYPE D 99 Rev. Date: 8/11/11 Field-Installed Accessories Photometrics LEDway® EPA & Weight Calculations Bird Spikes for Light Engine XA-BRDSPK120 Bird Spikes Kit for Housing XA-BRDSPKHSG NOTE: All data subject to change without notice. © 2011 BetaLED®, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com Made in the U.S.A. of U.S. and imported parts. Meets Buy American requirements within the ARRA. Approximate Weight 120–480V1 100– 120 LED fixture 26.0 lbs. (11.8kg) EPA Adjustable Arm Mount2 1 fixture 0.880 EPA Round External Mount / Square Internal Mount Horizontal Tenons with Fixture(s)PT-1H/PD-1H4 Single 1.100 PT-2H(90)/PD-2H4(90) 90º Twin 1.439 PT-2H(180)/PD-2H4(180) 180º Twin 1.920 PT-3H(90)/PD-3H4(90) 90º Triple 2.104 PT-3H(120) 120º Triple 1.884 PT-4H(90)/PD-4H4(90) 90º Quad 2.508 1. Add 5 lbs. (2.3kg) for transformer in 347–480V fixtures when multi-level options are selected. 2. Consult factory for EPA values when mounting fixtures at aiming angles other than 0º General Description Fixture housing is all aluminum construction. Standard fixture utilizes terminal block for power input suitable for #2–#14 AWG wire and operates at 700mA. Drive current is field switchable. Adjustable mounting arm is rugged die cast aluminum and mounts to a 2" (51mm) IP tenon. Two axis T-level included to ensure level installation when desired. Fixture carries a limited five year warranty. Electrical Modular design accommodates varied lighting output from high power, white, 6000K (+/- 500K per full fixture), minimum 70 CRI, long life LED sources. Optional 4300K (+/- 300K per full fixture) also available. 120–277V 50/60 Hz, Class 1 LED drivers are standard. 347–480V 50/60 Hz option is available. LED drivers have power factor >90% and THD <20% at full load. Quick disconnect harness suitable for mate and break under load provided on power feed to driver for ease of maintenance. Units provided with integral 10kV surge suppression protection standard. Surge protection tested in accordance with IEEE/ ANSI C62.41.2. Finish Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable silver powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Bronze, black, white and platinum bronze powder topcoats are also available. The finish is covered by our 10 year limited warranty. Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. Testing & Compliance UL listed in the U.S. and Canada for wet locations and enclosure classified IP66 per IEC 60529. Consult factory for CE Certified products. RoHS Compliant. Product qualified on the Design Lights Consortium (“DLC”) Qualified Products List (“QPL”). Patents U.S. and international patents granted and pending. BetaLED is a division of Ruud Lighting, Inc. For a listing of Ruud Lighting, Inc. patents, visit www.uspto.gov. IP66 LEDway® Streetlight – Type II MediumSTR-LWY-2M-AA Isofootcandle plot of 6000K, 120 LED LEDway Streetlight luminaire with IESNA Type II Medium distribution mounted at 25' (8m) A.F.G. Luminaire with 20,013 initial delivered lumens operating at 700mA. Initial FC at grade. 76º 3 2 1.5.2.1 80' 20' 20' 40' 6.1 0m 6.1 12.2 40'60' 20' 0' 20' 40' 60' 12.218.3 6.1 0m 6.1 12.2 18.3 80' 24.4 24.4 0' CURB LINE 40'12.2 30.536.6 36.630.5 100'120'120'100' 18.3 24.4 24.4 18.360' 60' 80' 80' Position of vertical planeof maximum candlepower. Independent Testing Laboratories certified test. Report No. ITL64223. Candlepower trace of 6000K, 40 LED LEDway Streetlight luminaire with IESNA Type II Medium distribution. Luminaire with 6,665 initial delivered lumens operating at 700mA. All published luminaire photometric testing performed to IESNA LM-79-08 standards. 120º120º 90º90º 60º60º 30º30º 150º150º 1811 906 2717 3622 Candlepower Trace: Vertical plane throughhorizontal angle of maximum candlepower. 100 Notes: Rev. Date: 6/30/11 NOTE: All data subject to change without notice. Footnotes Product Family Optic Mounting # of LEDs LED Voltage Color Drive Factory-Installed Options( x 10 ) Series Options Current Please type additional options in manually on the lines provided above. 04 06 SV Silver BZBronze BKBlack WH White PBPlatinum Bronze D U Universal 120–277V 7003 700mA(Standard) 525 525mA 350350mA CAN 304 RS2 6.1"[ 155mm ] 14.0" SQ[ 356mm ] 6.6"[ 169mm ] 0.5"[ 13mm ]0.5"[ 13mm ] 0.5"[ 13mm ] 0.5"[ 13mm ] 12.0"[ 305mm ] Cut OutDimensions LuminaireClearanceDimensions 12.0" [ 305mm ] © 2011 BetaLED®, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com Made in the U.S.A. of U.S. and imported parts. Meets Buy American requirements within the ARRA. 43K 4300K Color Temperature4 DIM 0–10V Dimming5,6,7 F Fuse8 ML Multi-Level (75/525)9 CAN-304-SL-RS SL1 LED PERFORMANCE SPECS # of LEDs Initial Delivered Lumens – Sparkle Petroleum @ 6000K B U G Initial Delivered Lumens – Sparkle Petroleum @ 4300K B U G System Watts 120–480V Total Current @ 120V Total Current @ 230V Total Current @ 277V Total Current @ 347V Total Current @ 480V L70 Hours** @ 25º C (77º F) 50K HoursLumen Maintenance Factor@ 15º C (59º F)Rating***Rating*** 350mA Fixture Operating at 25º C (77º F) 40 4,593 (04) 2 1 1 4,192 (04) 2 1 1 47 0.39 0.23 0.19 0.15 0.11 >150,000 94%60 6,711 (06) 2 1 1 6,204 (06) 2 1 1 68 0.59 0.33 0.27 0.20 0.15 >150,000 525mA Fixture Operating at 25º C (77º F) 40 6,361 (04) 2 1 1 5,869 (04) 2 1 1 68 0.58 0.33 0.27 0.21 0.16 >150,000 93%60 9,396(06)3 1 1 8,685 (06) 3 1 1 105 0.91 0.48 0.40 0.33 0.22 144,000 700mA (Standard) Fixture Operating at 25º C (77º F) 40 7,724 (04) 2 1 1 7,127 (04) 2 1 1 94 0.81 0.44 0.36 0.28 0.20 131,000 91%60 11,409 (06) 3 1 1 10,546 (06)3 1 1 141 1.26 0.66 0.54 0.39 0.28 121,000 * For recommended lumen depreciation data see TD-13 ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit www.iesna.org/PDF/Erratas/TM-15-07BugRatingsAddendum.pdf 304 Series LED Recessed Canopy Luminaires 1. Petroleum Symmetric distribution 2. Recessed mount for single skin canopies 3. Requires marked spacing 48” x 24” x 3” (48” luminaire to luminaire, 24” luminaireto side wall, 6” above luminaire 4. Color temperature per fixture; minimum 70 CRI 5. Control by others 6. Refer to the 304 series dimming spec sheet for availability andadditional information7. Can’t exceed specified drive current. Consult factory if exceedingdrive current is necessary. 8. When code dictates fusing use time delay fuse 9. Refer to the 304 SeriesMulti-Level spec sheet for availability and additional information. TYPE E & F 101 Rev. Date: 6/30/11 NOTE: All data subject to change without notice. Photometrics General Description Slim, low profile design. Fixture is constructed from rugged die-cast and extruded aluminum components. LED driver is mounted in a sealed weather-tight center chamber that allows for access from below the fixture. High performance heatsinks specifically designed for LED canopy application. Luminaire mounts directly to the canopy deck and is secured in place with die-cast aluminum trim frame. Luminaire housing is provided with factory applied foam gasket and provides for a watertight seal between luminaire housing and canopy deck. Suitable for use in single skin canopies with 16” (406 mm) wide panels. See 227 Series for canopies using 12” deck sections. Designed for canopies of 19 – 22 gauge (maximum 0.040” [1 mm] thickness). Five year limited warranty on luminaire. Electrical Modular design accommodates varied lighting output from high power, white, 6000K (+/- 500k per full fixture), minimum 70 CRI, long life LED sources. Optional 4300K (+/-300K per full fixture) also available. 120–277V 50/60 Hz, Class 1 LED drivers are standard. LED drivers have power factor >90% and THD <20% at full load. Units provided with integral 10kV surge suppression protection standard. Surge protection tested in accordance with IEEE C62.41.2 and ANSI standard 62.41.2. Testing & Compliance UL listed in the US and Canada for wet locations and enclosure classified IP66 per IEC 529. Consult factory for CE certified product. Dark Sky Friendly. IDA Approved. RoHS Compliant. Product with petroleum symmetric optic and sparkle petroleum optics qualified on the De-sign Lights Consortium (“DLC”) Qualified Products List (“QPL”) Finish Exclusive Colorfast DeltaGuard® finish on all cast aluminum components, features an E-Coat epoxy primer with an ultra-durable white powder topcoat. Provides excellent resistance to corrosion, ultraviolet degradation and abrasion. Clear anodized finish on extruded aluminum heat sink with white powder finish on all cast aluminum components is standard. Bronze, black, silver and platinum bronze powder topcoats are also available. The finish is covered by our 10 year warranty. Fixture and finish are endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. Patents U.S. and international patents granted and pending. BetaLED is a division of Ruud Lighting, Inc. For a listing of Ruud Lighting, Inc. patents, visit www.uspto.gov. Field-Installed Accessories Retrofit kits available. Please consult factory for details. © 2011 BetaLED®, a division of Ruud Lighting • 1200 92nd Street • Sturtevant, WI 53177 • 800-236-6800 • www.betaLED.com Made in the U.S.A. of U.S. and imported parts. Meets Buy American requirements within the ARRA. CAN-304-SL-RS 304 Series LED Recessed Canopy Luminaires Independent Testing Laboratories certified test. Report No. ITL67630. Candlepower trace of 6000K, 60 LED Sparkle Petroleum luminaire with 11,973 initial delivered lumens operating at 700mA. All published luminaire photometric testing performed to IESNA LM-79-08 standards. 1380 1035 690 345 90º 60º60º 30º 90º 120º120º 150º150º Candlepower Trace: Vertical plane throughhorizontal angle of maximum candlepower. 0m 4.63.0 9.16.1 9.1 9.1 4.6 4.6 0m0' 15' 3.010' 3.010' 1.55' 1.55' 15' 30' 6.120' 6.120' 7.625' 7.625' 30' 20' 7.6 25' 9.1 30' 4.6 15' 10' 1.5 5' 1.5 5' 15' 6.1 20' 3.0 10'0'30' 7.6 25' 45º 10 5321CURB LINE Position of vertical planeof maximum candlepower. Isofootcandle plot of 6000K, 60 LED Type V Short 304 series canopy luminaire at 15’ A.F.G. Luminaire with 11,409 initial delivered lumens operating at 700mA. Initial FC at grade. 102