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A1. Cattail PUD Prelim
Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 1 of 39 Z14367, Staff Report for the Cattail Properties Planned Unit Development Preliminary Plan Application Public Meeting Date: Design Review Board meeting on February 25, 2015 Public Hearing Date: City Commission meeting on April 6, 2015 Project Description: A Planned Unit Development (PUD) Preliminary Plan Application, associated with a major subdivision preliminary plat application, to allow 5.208 acres to be subdivided into 46 townhouse lots, 4 single-household lots, and 2 open space lots with associated parking and related site improvements. Project Location: Lots 3&4, Block 10 of Cattail Creek Subdivision Phase 2A, City of Bozeman, Gallatin County, Montana Recommendation: Approval with conditions. Recommended Motions: “Having reviewed and considered the application materials, public comment, and all the information presented, I hereby adopt the findings presented in the staff report for application Z14367 and move to approve the Cattail Properties Planned Unit Development preliminary plan application with conditions and subject to all applicable code provisions.” Report Date: Wednesday, April 01, 2015 Staff Contact: Allyson B. Brekke, Associate Planner Bob Murray, Project Engineer Agenda Item Type: Action (Quasi-judicial) TABLE OF CONTENTS EXECUTIVE SUMMARY ...................................................................................................... 3 Unresolved Issues ............................................................................................................... 3 Project Summary ................................................................................................................. 3 Alternatives ......................................................................................................................... 4 SECTION 1 - MAP AND EXHIBIT SERIES .......................................................................... 5 SECTION 2 - RECOMMENDED CONDITIONS OF APPROVAL .................................... 12 SECTION 3 - CODE REQUIREMENTS REQUIRING PLAN CORRECTIONS ............... 13 SECTION 4 – REQUESTED RELAXATIONS .................................................................... 13 145 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 2 of 39 SECTION 5 - RECOMMENDATION AND FUTURE ACTIONS ...................................... 16 SECTION 6- STAFF ANALYSIS AND FINDINGS ............................................................ 17 Applicable Plan Review Criteria, Section 38.19.100, BMC. ............................................ 17 Applicable Planned Unit Development Review Criteria, Section 38.20.090.E, BMC ..... 26 APPENDIX A – DETAILED PROJECT DESCRIPTION AND BACKGROUND ............. 33 APPENDIX B – PROJECT SITE ZONING AND GROWTH POLICY ............................... 33 APPENDIX C – NOTICING AND PUBLIC COMMENT ................................................... 36 APPENDIX D –PLANNED UNIT DEVELOPMENT INTENT ........................................... 36 APPENDIX E – RECREATION AND PARK ADVISORY BOARD COMMENTS .......... 38 APPENDIX F - OWNER INFORMATION AND REVIEWING STAFF ............................ 38 FISCAL EFFECTS ................................................................................................................. 39 ATTACHMENTS ................................................................................................................... 39 146 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 3 of 39 EXECUTIVE SUMMARY Unresolved Issues There are no unresolved issues. Project Summary Property owner Taylor Properties, Inc. and applicant Bayliss Architects, P.C., with representation by Genesis Engineering, submitted a planned unit development (PUD) preliminary plan application to allow 5.208 acres to be subdivided into 46 townhouse lots, 4 single-household lots, and 2 open space lots with associated parking and related site improvements. The overall net density is about 12 units per acre. The planned unit development is associated with a major subdivision preliminary plat application and the two applications are being reviewed concurrently, but will be acted upon independently. The subject property is located within Phase 2A of the Cattail Creek Subdivision at the southwest corner of Cattail Street and Blackbird Drive. The growth policy designation of the property is Residential and the current zoning of the property is R-3 (Residential Medium Density District). Several relaxations are being considered with the PUD preliminary plan application. The relaxations are requesting reductions in minimum required yard setbacks, lot area, lot width, street right-of-way width, and backing distance. The specifics of all requested relaxations are described on page 14 and included in an exhibit on page 16. To justify the requested relaxations, a total of 45 performance points are claimed proposed by the applicant. The claimed performance points are in the categories of additional open space, sustainable design and conversion and streetscape improvements. The specifics of all claimed performance points are described on page 26 under the planned unit development criteria. The site plan indicates approximately 12,000 square feet of landscaped park/common open space area with a trail passing through connecting to the sidewalk system, which provides connection to the existing trail system outside the project area. The applicant is claiming PUD performance points for additional open space, having demonstrated that parkland previously dedicated with the Cattail Subdivision is adequate to meet the needs of this development. If the PUD relaxations are not approved then the associated preliminary plat application cannot conform to municipal code. The PUD application is the method by which design excellence is shown. The associated subdivision executes that approved design. An extensive project description and summary can be found in Appendix A. 147 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 4 of 39 Alternatives 1. Approve the application with the recommended conditions; 2. Approve the application with modifications to the recommended conditions; 3. Deny the application based on the Commission’s findings of non-compliance with the applicable criteria contained within the staff report; or 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. 148 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 5 of 39 SECTION 1 - MAP AND EXHIBIT SERIES 149 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 6 of 39 150 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 7 of 39 151 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 8 of 39 Site Plan 152 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 9 of 39 Landscape Plan 153 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 10 of 39 Schematic Aerial Views 154 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 11 of 39 Conceptual Building Elevations 155 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 12 of 39 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 planned unit development. Additional conditions may apply to the subdivision of the property being processed concurrently with this planned unit development. Recommended Conditions of Approval: 1. The proffered common open space, trail improvements, landscaping and associated parking shall be constructed as described in application narrative in Section A and shown on the Development Landscape Plan, Sheet L1.1 of the application. 2. A public access easement shall be placed on the common open space depicted on the preliminary plan Park A and Park B including the trail that extends through the common open space areas. 3. Additional landscaping shall be provided between the publicly accessible trail and lot 46 to provide privacy screening. 4. Enhanced landscaping shall be installed at the entryway into the development as shown on the Development Landscape Plan, Sheet L1.1 at the intersection of Street ‘A’ and Cattail Street. 5. The area of common open space depicted on the subdivision plat as Park A and Park B shall not be reduced in size. 6. A section shall be included within the covenants to be recorded with the property which clearly identifies those provisions to which the City is a party and noting that those sections may not be revised without the City’s consent. 7. Development standard relaxations shall apply to specified lots as follows: (see “Relaxation Exhibit” on page 16 of this report) a) Section 38.08.050, setbacks from property lines. 1) Front yard setbacks: Lots 1-11 – a front yard setback reduction from 20’ to 15’ for the lots that front on Cattail Street. Lot 46 – a reduction in the front yard setback from 15’ to 9’ on the single- household lot that fronts on the common open space shown as Park B. 2) Rear yard setbacks reduced from 20’ to 15’ for the following lots: Lots 20‐30 - the rear yard for these lots is adjacent to “Park F” of the Cattail Creek Subdivision which is a 30’ wide linear park including a trail that separates the proposed project from the un-annexed county property to the south. Lots 31‐37 - a reduction of the rear yard setback to 15’ is consistent with adjacent properties to the west of these lots. Lots 38‐45 – a reduction of the rear setback from 20’ to 15’ for these lots which all back to each other and to a central common open space area. b) Section 38.08.040, minimum lot area. 1) A reduction in minimum lot area from 3,000 square feet to 2,800 square feet for townhome lots 19, 38, 39, 45 and 47-50. 156 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 13 of 39 2) A reduction of the minimum lot area for the four detached single-household lots 11, 20, 37 and 46 from 5,000 square feet to 3,800 square feet. c) Section 38.08.040, minimum lot width. 1) A reduction in lot width from 50’ to 30’ for single-household lots 11, 20, 37 and 46. d) Section 38.24.020, minimum street right-of-way. 1) A reduction in minimum right-of-way width from 60’ to 42’ for Street ‘B’ as shown on the preliminary site plan. e) COB Design Standards & Specifications, Section IV – Table IV-2, street improvement width. 1) A reduction of 4 feet in improvement width from 31’ to 27’ for Street ‘B’ as illustrated in the typical street “Section B1” submitted with the application. No on-street parking will be required on Street ‘B’. f) Section 38.25.020 A & D, minimum backing requirements. 1) A reduction of the back-out distance onto Alley ‘A’ from 26’ to 24’, with the start of the 24’ dimension measured from the garage door. 8. Minimum yard requirements shall conform to Section 38.08.050 except for relaxations approved by the City Commission for specific lots identified in condition #7. 9. Maximum lot coverage shall be 50% for townhouses, and 40% for single-household dwellings. 10. Townhouse groupings shall not exceed 120 feet in total building width. 11. Maximum building height shall be 32’ to 42’ depending on roof pitch pursuant to Table 38.08.060. 12. The fences within the development shall not exceed four feet in height and shall be restricted as such in the development’s covenants. 13. Mailboxes shall be centrally located as shown on the site plan. 14. Approval of the concurrent construction plan to allow for the building of townhomes following the installation of the infrastructure, but prior to final plan approval is contingent upon satisfying all provisions of Sections 38.39.030.D. 15. The details of the pedestrian crosswalks on the Site Plan, Sheet A1.1 shall indicate the material to be concrete rather than asphalt. SECTION 3 - CODE REQUIREMENTS REQUIRING PLAN CORRECTIONS None. SECTION 4 – REQUESTED RELAXATIONS As stated in the application materials, the primary rationale or goal behind the requested relaxations is to create an energy efficient, high quality townhome project that fosters individual home ownership and has a consistent character and architectural style throughout the development. To accomplish this goal, relaxations are requested in required lot sizes, lot widths, 157 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 14 of 39 property line setbacks, and street and alley right-of-way width and cross-section design. These relaxations are intended to provide design flexibility allowing the units to be shifted and interchanged to minimize repetitive patterns, resulting in closeness and sense of community, while maintaining privacy for individual residences. The development originally requested eight relaxations. Staff found all relaxations to be supportable and therefore, included in the recommended conditions of approval as shown on page 12. The details of the eight relaxations requested are included below: Section 38.08.050, to allow for reduced setbacks from property lines. • Relaxation 1: a reduction in front yard setbacks. o Lots 1-11 – a front yard setback relaxation from 20’ to 15’ for the lots that front on Cattail Street (shown in red on the exhibit below) to provide more buildable space on the lots and promote a greater sense of closeness within the community. o Lot 46 – a reduction in the front yard setback from 15’ to 9’ on the single- household lot (shown in aqua on the exhibit below) that front on the common open space shown as Park B. • Relaxation 2: a reduction in rear yard setbacks from 20’ to 15’ (shown in green on exhibit below). o Lots 20‐30 - the rear yard for these lots is adjacent to “Park F” of the Cattail Creek Subdivision which is a 30’ wide linear park is for a trail system that separates the proposed project from the un-annexed county property to the south. Reducing the rear yard setback to 15’ would still allow for a 12’ utility easement. The front yard setbacks on these lots will be 20’ to allow for off‐street parking within the individual driveways. o Lots 31‐37 - a reduction of the rear yard setback to 15’ is consistent with adjacent properties to the west of these lots, and would still allow for a 12’ utility easement. The front yard setbacks on these lots will be 20’ to allow for off‐street parking within individual driveways. o Lots 38‐45 – a reduction of the rear setback from 20’ to 15’ for these lots which all back to each other and to a central park will allow for more usable space within the lots. The central park area will offer additional separation between the townhomes. The front setbacks on these lots will be 20’ to accommodate parking within the individual driveways. Section 38.08.040, to allow for a reduction of the minimum lot area. • Relaxation 3: a reduction in minimum lot area from 3,000 square feet to 2,800 square feet for the specified townhome lots (shown in blue on the exhibit below). o Lots 19, 38, 39, 45 and 47 -50 – the application supplement states that a seven percent reduction in required area for these townhome lots would provide for a greater sense of community and more affordable homes while maintaining a consistent neighborhood character and architectural style throughout the development without creating a repetitive pattern of design. 158 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 15 of 39 • Relaxation 4: a reduction of the minimum lot area for the four detached single- household lots from 5,000 square feet to 3,800 square feet (shown in purple on the exhibit below) o Lots 11, 20, 37 and 46 - the application supplement indicates that the relationship of the home footprints on the affected lots will allow for a greater sense of closeness and compatibility with the other townhomes while being more affordable. If the number of lots in a block is odd, a detached single-household unit will occupy the last building lot. The size and scale of these homes will need to be on par with the collection of adjacent townhomes. Section 38.08.040, to allow for a reduction of the minimum lot width. • Relaxation 5: a reduction in lot width from 50’ to 30’ for single-household lots (shown in purple on exhibit below) o Lots 11, 20, 37 and 46 - the application supplement asserts that relaxation of the lot width will allow for a greater sense of community and compatibility with the other townhomes in the PUD while being more affordable. Section 38.24.020, to allow for a reduction in minimum street right-of-way. • Relaxation 6: a reduction in minimum right-of-way width from 60’ to 42’ for Street “B” (shown in pink on the exhibit below). This relaxation would eliminate the boulevard and landscaping between the sidewalk and top back of curb. As noted in the application supplement, the relaxation in the dedicated vehicular area will create the need for more personal and higher quality useable areas such as interior parks with additional landscaping elements, textured pedestrian crossings, and internal paths with architectural pedestrian lighting. COB Design Standards & Specifications, Section IV – Table IV-2, to allow a reduction in street improvement width. • Relaxation 7: a reduction of 4 feet in improvement width from 31’ to 27’ for Street “B” (shown in pink on the exhibit below). The application supplement argues that in order to provide greater snow removal areas along Street“B”, and since parking is not feasible along this particular street due to the number of driveway entrances, a 4-foot reduction in street improvement width has been requested. This 4-foot reduction will be added back into the boulevard dimension. Section 38.25.020 A & D, to allow a reduction in minimum backing requirements. • Relaxation 8: would allow reduction of the back-up distance onto Alley “A” from 26’ to 24’, consistent with a code change that becomes effective March 4, 2015. 159 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 16 of 39 Relaxation Exhibit SECTION 5 - RECOMMENDATION AND FUTURE ACTIONS Project Name: Cattail Properties PUD Preliminary Plan Application File: P-14367 Development Review Committee (DRC) The DRC held its fourth meeting on February 18, 2015 to consider the preliminary planned unit development plan and the coordinating subdivision preliminary plat. The DRC found that the application is sufficient for review, and made a recommendation to the Planning Board and the City Commission to approve the planned unit development and subdivision with conditions. Design Review Board (DRB) The DRB reviewed the planned unit development proposal at their February 25, 2015 meeting and considered the criteria established for residential planned unit developments. Discussion points amongst the members included overall support for narrower streets in site development, some concern of snow removal on the site and statements that the relaxations allow for a unique site development. The DRB adopted the findings presented in the staff report and voted unanimously to recommend approval of the preliminary plan application 160 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 17 of 39 and forwarded its recommendation of conditional approval to the City Commission. A copy of the DRB meeting video can be viewed here. Recreation and Parks Advisory Board – Subdivision Subcommittee (RPAB) RPAB reviewed the preliminary planned unit development plan and the coordinating subdivision preliminary plat proposal on February 13, 2015 and provided comments concurring with staff findings and noting that the proposed trail provides good pedestrian connections. Those comments are included in Appendix E. Planning Board The Planning Board public hearing to consider the preliminary plat occurred on March 17, 2015. Discussion points amongst the members included details of the PUD relaxations that directly affected the subdivision design and the proposed density of the PUD development compared to the originally proposed density for the property with Cattail Creek Subdivision. After hearing and considering comment from four members of the public, the Planning Board adopted the findings presented in the staff report and voted 5-2 to recommend approval of the preliminary plat application for the Cattail Properties Major Subdivision Preliminary Plat. The Planning Board resolution No. P14054 is attached to this report. A copy of the video of the hearing can be found here. City Commission The City Commission will hold a public hearing on the planned unit development preliminary plan and the associated subdivision preliminary plat on April 6, 2015. SECTION 6- STAFF ANALYSIS AND FINDINGS 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 in this report is a summary of the completed review. Applicable Plan Review Criteria, Section 38.19.100, BMC. The site is 5.208 acres consisting of two vacant lots created as part of the Cattail Creek Subdivision. The project proposes 46 townhomes in a paired configuration and 4 single- household dwellings. 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. 161 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 18 of 39 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 project is a residential planned unit development within a residentially planned area, and therefore complies with the future land use map. Housing goals and objectives in the adopted growth policy call for an adequate supply of safe, quality housing that is diverse in type, density, cost, and location with an emphasis on maintaining neighborhood character and stability; promotion of energy efficiency and incorporation of sustainability features in new housing; and inclusion of affordable housing in new infill developments. The future of housing in Bozeman as described in Chapter 6.4 of the Bozeman Community Plan indicates that a greater percentage of Bozeman’s population lives in attached housing, a trend that is expected to continue. It is also stated that “the City will endeavor to create, in cooperation with private industry, interesting and functional neighborhoods which meet citizens’ needs”, and that “ the City will continue to work on removing barriers to the creation of housing which meets the goals of this chapter…” This project conforms to the housing goals and objectives cited through addition of attached homes in a relatively dense development that is integrated as a unique micro-neighborhood within the context of the larger Cattail Creek Subdivision and connected to the existing park and trail system. 2. Conformance to this chapter, including the cessation of any current violations There are no known violations on the site. Conformance to applicable review criteria is addressed below. 3. Conformance with all other applicable laws, ordinances, and regulations No conflicts are known at this time. Subdivision review and associated infrastructure standards will be applicable as the project continues. Stormwater permitting through the state will be required due to the size of the site. 4. Relationship of site plan elements to conditions both on and off the property The site is adjacent to residential development on the west and north and to a public park on the east identified as Park E in the Cattail Creek Subdivision. The southern border is adjacent to a linear park and trail identified as Park F in the Cattail Creek Subdivision. Fencing along a linear trail is limited to a maximum of four feet in height. The applicants have requested a relaxation to allow a 15-foot rear yard for Lots 20-30 along the linear park (please see Relaxation Exhibit on page 16) to provide design flexibility while not overly compromising privacy of affected residences. The property to the south of the linear park is not annexed. It is presently a large single residential lot. It is planned to be an urban density residential area in the future. The areas to 162 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 19 of 39 the west and north are already developed as urban density residential. No conflict in the proposed and existing uses is expected. 5. The impact of the proposal on the existing and anticipated traffic and parking conditions; The development is proposing an excess of 84 parking spaces as a part of their proposed PUD performance points. Some of these parking spaces are provided within the development off the open space. Staff sees these spaces as a great alternative to the on- street parking spaces that are lost along Street B due to the reduction in street right-of-way width. 6. Pedestrian and vehicular ingress and egress Two private streets are proposed, with Street A being a standard local street with enhanced Site Plan landscaping at the entry into the PUD off of Cattail Street, and Street B for which a relaxation in street width has been requested (please see relaxation exhibit on page 16). Street B Street A Alley A Alley B 163 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 20 of 39 Street B runs east-west, connecting to Street A on the west, and Blackbird Drive on the east. As an alternative to standard street design, large canopy street trees are proposed to be located on lots situated along both sides of Street B as shown on the Development Landscape Plan insert. Two alleys provide internal circulation and connect with Street A and Street B. A central park (common open space) is proposed with a trail that would provide pedestrian connectivity to city sidewalks and the existing trail system outside the project. The central open space and trail would be accessible to the public (shown in green). 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 Landscaping - Landscaping details for the development are shown in the Landscape Plan on page 21. As indicated on the plan, the 23 points required for landscaping have been achieved. Additional landscaping will be provided in the central park area, at the north entrance, and four extra boulevard trees are to be planted along both public streets. Park/Common Open Space - The site plan indicates approximately 12,000 square feet of landscaped park/common open space area with a trail passing through connecting to the sidewalk system, which provides connection to the existing trail system outside the project area. The applicant is claiming PUD performance points for additional open space, having demonstrated that parkland previously dedicated with the Cattail Subdivision is adequate to meet the needs of this development. All irrigation wells will be properly screened from the streetscape and common open space areas. 164 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 21 of 39 Landscape Plan Public Streetscape - Boulevard trees at a regular spacing of one (1) tree per fifty (50) lineal feet of street frontage are required to be installed along all pubic street frontages for both local and perimeter streets. There are two public streets adjacent to the project and two internal streets. The cross-section below illustrates the character for the right of way for Street A, the proposed local street providing the primary access into the development off of Cattail Street. 165 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 22 of 39 The narrower than standard Street B will not leave adequate room for the normal street tree placement in the boulevard. As an alternative, large canopy street trees are proposed to be located on the private lots situated along both sides of Street B as shown in the Non-Standard Street B Section Detail sketch below. Standard street tree placement would still be provided on the outer perimeter of the project along Blackbird Drive and Cattail Street, as that is a minimum landscaping requirement in the Unified Development Code. No street trees will be provided along the internal alleys. 8. Open space Private front, rear and side yards are provided for each dwelling unit. Minimum front yard area is 700 square feet, and minimum rear yard area is 620 square feet, exceeding the minimum 150 square feet of private open space per unit standard for residential site plans. An additional 12,000 square feet of common open space is provided centrally in the area identified as Park B on the preliminary plat. 9. Building location and height Allowed building heights in the R-3 district range from 32’ to 42’ depending on roof pitch. The elevations below show a two story building with a height of 24’ 5”. The R-3 zoning district allows enough height to have up to a three story building. 166 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 23 of 39 Elevations 10. Setbacks Requested relaxations for front yard and rear yard setbacks are described in detail in Section 4 on pages 7-8. As discussed in that section, the relaxed property line setbacks are needed to provide design flexibility that allows creation of an energy efficient, townhome project. This flexibility provides the ability to shift units and interchange them to minimize repetitive patterns, resulting in closeness and sense of community, while maintaining privacy for individual residences. 11. Lighting Pedestrian lighting will be provided along Cattail Street and Blackbird Street in conformance with city standards. Additional energy efficient LED lighting is proposed along the pedestrian path that passes through the central common open space. Lighting details are included in Appendix Q of the application materials. 12. Provisions for utilities, including efficient public services and facilities As included in condition no. 14, approval of the concurrent construction plan to allow for the building of townhomes following the installation of the infrastructure, but prior to final plan approval is contingent upon satisfying all provisions of Sections 38.39.030.D. 167 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 24 of 39 13. Site surface drainage The standard requirement for a detailed review of the final grading and drainage plan, and approval by the City Engineer, will be required as part of the infrastructure plan and specification review process prior to final approval. 14. Loading and unloading areas Not applicable. 15. Grading There is no significant grading on the property. It is generally level with a slight slope to the north. 16. Signage An entry sign is proposed to be located in the common open space identified as Park A and located along Cattail Street just west of the intersection with Street ‘A’. Entry sign details are provided on Sheet A1.3 of the application submittal. 17. Screening Enhanced landscaping is provided for the parking areas shown at either end of the central common open space. Screening of any ground mounted mechanical equipment is required per the Unified Development Code. 18. Overlay district provisions Not applicable. The property is not within an overlay district. 19. Other related matters, including relevant comment from affected parties Architectural Guidelines that will be administered by an architectural review committee including both building, site and landscaping guidelines are included in Appendix V of the application materials. Consideration is given to scale, mass, neighborhood identity, landscape, use of materials, color palette, and specific architectural character-giving features that will define the architectural parameters of the planned unit development. Provisions for the maintenance and upkeep of open space, public areas, trail system, streetscape, and other related areas are outlined in Article IV of the Declaration of Covenants (Appendix V of the applicant materials). Public comment received is summarized in Appendix C. 168 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 25 of 39 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. Not applicable. 21. Compliance with article 8 of chapter 10 of the Bozeman Municipal Code. Not applicable. 22. Phasing of development 16. Phasing of the site plan development is proposed. Concurrent construction approval is also requested with this preliminary plan. Condition no. 14 states the approval of the concurrent construction plan to allow for the building of townhomes following the installation of the infrastructure, but prior to final plan approval is contingent upon satisfying all provisions of Sections 38.39.030.D. 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. 169 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 26 of 39 Applicable Planned Unit Development Review Criteria, Section 38.20.090.E, BMC 2. In addition to the criteria for all site plan and conditional use reviews, the following criteria will be used in evaluating all planned unit development applications. a. All development. All land uses within a proposed planned unit development shall be reviewed against, and comply with, the applicable objectives and criteria of the mandatory "all development" group. (1) Does the development comply with all city design standards, requirements and specifications for the following services: water supply, trails/walks/bike ways, sanitary supply, irrigation companies, fire protection, electricity, flood hazard areas, natural gas, telephone, storm drainage, cable television, and streets? Requests have been made for a non-standard private street narrower than City standards (Street B). Utility Easements will be discussed during the associated subdivision review. No irrigation works, flood hazards, or similar constrains have been identified. (2) Does the project preserve or replace existing natural vegetation? No mature woody vegetation is on the site. The existing grasses will be largely replaced with development. (3) Are the elements of the site plan (e.g., buildings, circulation, open space and landscaping, etc.) designed and arranged to produce an efficient, functionally organized and cohesive planned unit development? The townhomes are organized around a central open space with a publicly accessible trail passing through it to connect with the city sidewalk and existing trail system outside the project. The internal street and alley network provides circulation within the project and connections to city streets. The various elements of the site plan combine to form a tightly knit, cohesive community within the larger Cattail Creek Subdivision. (4) Does the design and arrangement of elements of the site plan (e.g., building construction, orientation, and placement; transportation networks; selection and placement of landscape materials; and/or use of renewable energy sources; etc.) contribute to the overall reduction of energy use by the project? The design and arrangement of site plan elements contribute to overall reduction of energy use in the following ways: the townhouse units will use common wall construction resulting in heat and cooling loss along one side of each unit. Energy Star Certified appliances, Water Sense plumbing fixtures and high R-value insulation in the walls and roof systems will also help reduce overall energy consumption. 170 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 27 of 39 (5) Are the elements of the site plan (e.g., buildings, circulation, open space and landscaping, etc.) designed and arranged to maximize the privacy by the residents of the project? Individual townhome units will be staggered to create a break in the front and rear exterior wall planes helping to define each unit’s area and creating natural privacy walls. Integrated privacy screens on porches and landscaping on individual lots will create visual barriers between units. The buildings are designed so that the more public interior spaces such as living rooms are oriented toward the outdoor common open space areas. Condition 3 on page 5 specifically requires additional landscaping between lot 46 and the publicly accessible trail passing through the common open space to provide privacy screening. A relaxation reducing rear yard setbacks reduced from 20’ to 15’ for lots 20‐30 that are adjacent to “Park F” of the Cattail Creek Subdivision which is a 30’ wide linear park including a trail. Fencing along linear parks is limited to four feet in height. (6) Park land. Does the design and arrangement of buildings and open space areas contribute to the overall aesthetic quality of the site configuration, and has the area of park land or open space been provided for each proposed dwelling as required by section 38.27.020. Additional information about parkland dedication is included in the following section (7). The common open space area identified as Park B on the preliminary plat provides a focal point for the immediate community, as well as a publicly accessible trail that effectively provides pedestrian connections to the city sidewalk and trail system outside the project. Enhanced landscaping of open space areas contributes to the aesthetic quality of the project. The open space and parkland requirements of Section 38.27.020 are met and exceeded as detailed in subsection (7) below. (7) Performance. All PUDs shall earn at least 20 performance points. A total of 49 performance points were originally claimed, which was reduced to 45 points following staff verification of previously dedicated parkland described under (b) below. (a) This PUD does not have a provision for affordable housing and does not try to earn any performance points for the provision. (b) Additional open space: 37 points originally claimed, reduced to 33 points following staff verification of previously dedicated parkland. (i) As shown in the Park Dedication Calculations in Tab P, this development (known as Cattail Properties) meets Article 27, Park & Recreation Requirements, using the existing parkland that was dedicated with the Cattail Creek Subdivision. Since the proposed development is comprised of the existing Lots 3 and 4 that were created with Phase 2A and 2B of the Cattail Creek Subdivision, parkland was previously dedicated, a portion of which is credited to these two lots. According to the filed plat for Phases 2A and 2B, approximately 9.976 acres of parkland were dedicated at that 171 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 28 of 39 time. Another 2.989 acres of dedicated parkland that carried over from Phase 1 (as described in Staff Report P-02023) brings the total of previously dedicated parkland to 12.965 acres. Using the subdivision’s current zoning and current or existing unit counts, a total number of 320 units for Phase 2A and 2B were identified. Based on these numbers, Cattail Properties’ 50 proposed units make up approximately 15.6% of the total units in all of the above mentioned Cattail Creek Subdivision phases. Using that percentage, Cattail Properties PUD would be allocated 2.02 acres of the previously dedicated parkland. Per Article 27, the proposed Cattail Properties development needs a total of 1.320 acres of dedicated parkland, leaving 0.7 excess acres of offsite dedicated parkland that can be used to calculate PUD performance points (2.02 acres previously dedicated -1.32 acres required = 0.7 acres excess parkland). The proposed Cattail Properties site plan provides an additional 0.368 acres of common open space in addition to the excess 0.7 acres of previously dedicated parkland, bringing the total to 1.077 acres of excess parkland. To calculate the PUD performance points, the percentage of the net project area that is provided as publicly accessible open space was calculated. The 1.077 acres of publicly dedicated parkland comes to 26% of the 4.03 acres of net project area. The equation for calculating PUD Performance Points is 26% x 1 ¼ points per percentage which yields 32.5 performance points. (ii) The additional open space being provided internal to the development and which is exclusive of all private lots and yard setbacks is to be provided by, a) open space within the project boundaries and commonly held by the property owners association for the use of the owners, residents and their guests; and b) open space within the project boundaries and developed as usable recreation space with a corresponding public open space easement. Additional open space outside of the project boundaries is being provided by c) open space outside of the project boundaries adequate in size and location to meet the recreational needs of the residential development. The PUD is subject to the standards of Article 27 BMC and demonstrates a geographic and service relationship to the residential development. The open space being used under this rationale is the park to the east, directly across Blackbird Drive, and the linear park and trail directly adjacent to project on the south. (g) Sustainable design and construction: 6 points (Note: These design criteria will be included in each buildings construction documents) (i) Project covenants and building design guidelines as well as final construction documents for each townhome will include a commitment to design the majority of 172 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 29 of 39 the buildings to meet the Energy Star Certified Home Version 3Program requirements. (ii) Project covenants and building design guidelines include a commitment to make the homes Energy Star Certified Homes which will make them 20 percent more efficient than standard homes. (iii) Project covenants and building design guidelines and plumbing fixture specifications in the townhome construction documents will include a commitment to use EPA’s Water Sense certified products for all kitchen, bathroom and irrigation hardware. (iv) Provisions for alternative energy sources. Units will have a provision to provide for future solar domestic hot water. A stub out will be provided on each unit’s contract documents to allow for solar domestic hot water to be provided at the owners expense. (k) Streetscape improvements: 6 points See Site Plan submittal drawings for streetscape features exceeding the minimum standards for landscaping, pedestrian lighting, crosswalks, and additional parking. Landscape standards are being met and exceed as outlined below: 23 landscape points required as per the Bozeman Unified Development Code landscaping point system, with • 10 points for enhanced parking lot landscaping- 13 parking stalls requires 2 large canopy trees 2 are shown; 1 additional group plus one large canopy shown • 5 points for North yard landscaping- 9 groups are required 9 groups shown in the enhanced landscape area at the main entrance. • 5 point for landscape boulders 5 required 10 shown • 3 points for 50% or greater drought tolerant landscape material used. 23 total landscape points achieved Additional landscaping shown: • 27 mixed trees 16 mixed shrubs and 44 perennials shown in the central park area to create a visual buffer between units and to enhance the visual appeal to the area. • 33 perennials at the North entrance to create more seasonal color s residents enter the project. • 4 boulevard trees are added along both public streets to create a constant pattern along both streets Additionally, as the units are built foundation plants will be added where logical and space permits. Pedestrian Lighting exceeds the minimum city standard by not only being provided along Cattail and Blackbird (city standard), but by also being provided through the center of the 173 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 30 of 39 development along the pedestrian path (PUD additional lighting). The additional lighting will be energy efficient LED’s. See light fixture cut sheets and lighting calculations provided in Appendix Q for more information. Crosswalks that are not required by the city standard • crosswalk at the development entry point on Cattail Street • crosswalk on Blackbird • crosswalk at the west end of “Street B”. Refer to the Site Plan A1.1 in Appendix J. for crosswalk locations. The crosswalks will be concrete and scored according to the details on sheet A1.2 in Appendix J. Note that the details on A1.2 indicate asphalt crosswalks, but will be revised to indicate concrete on the final site plan submittal. Additional Parking: the table below displays the total number of spaces required, the total provided, and in the last column the difference being used to satisfy this portion of the PUD performance points. Parking Spaces Total Required Parking Spaces Total Provided Additional Spaces Claimed For PUD Points 160 200 unit parking 40 31 on street 31 13 at open space 13 160 Total Spaces 244 Total Spaces 84 Total Bonus Spaces (8) Is the development being properly integrated into development and circulation patterns of adjacent and nearby neighborhoods so that this development will not become an isolated "pad" to adjoining development? This development integrates into the existing circulation network of the neighborhood in the following ways: it connects to existing pedestrian walks and trails continuing connectivity through the development to the existing neighborhood. It also provides full city standard roadway connections including boulevard trees and sidewalks from the existing neighborhood to future developments to the south of the development helping to facilitate expansion of the overall vicinity. b. Residential. Planned unit developments in residential areas (R-S, R-1, R-2, R-3, R-4, RMH and R-O zoning districts) may include a variety of housing types designed to enhance the natural environmental, conserve energy, recognize, and to the maximum extent possible, preserve and promote the unique character of neighborhoods, with provisions for a mix of limited commercial development. For purposes of this section, "limited commercial development" means uses listed in the B-1 neighborhood service district (article 10 of this chapter), within the parameters set forth below. All uses 174 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 31 of 39 within the PUD must be sited and designed such that the activities present will not detrimentally affect the adjacent residential neighborhood. The permitted number of residential dwelling units shall be determined by the provision of and proximity to public services and subject to the following limitations: (1) On a net acreage basis, is the average residential density in the project (calculated for residential portion of the site only) consistent with the development densities set forth in the land use guidelines of the city growth policy? The overall net density of 12 units per acre is within the land use guidelines. (2) Does the project provide for private outdoor areas (e.g., private yards, patios and balconies, etc.) for use by the residents and employees of the project which are sufficient in size and have adequate light, sun, ventilation, privacy and convenient access to the household or commercial units they are intended to serve? The project provides private front, side and rear yards for each unit. The minimum front yard area is 700 square and minimum rear yard area is 620 square feet. This exceeds the minimum city standard of 150 square feet private open space per unit. (3) Does the project provide for outdoor areas for use by persons living and working in the development for active or passive recreational activities? The project provides additional public open space, approximately 12,000 square feet in the center of the development for active or passive recreational activities. See site plan drawings in Appendix J for location and size of public open space. Additionally this development is directly adjacent to a park to the east with playing fields and courts, as well as a trail system connected to the park and to the trail that runs parallel to the south project boundary. (4) If the project is proposing a residential density bonus as described below, does it include a variety of housing types and styles designed to address community wide issues of affordability and diversity of housing stock? While the applicants are not specifically proposing performance points under the affordable housing category, staff does believe the application is addressing the community wide issues of housing stock diversity. The applicants are proposing development of 46 townhomes, as well as 4 single-household dwellings. A townhouse, as defined in Section 38.42.3120 of the Unified Development Code, is a dwelling unit located on its own lot that shares one or more common or abutting walls with one or more dwelling units, each located on its own lot. The immediately surrounding area in the Cattail Creek Subdivision does not include townhomes, but rather groupings of dwelling units in shared ownership, or condominiums. Therefore, a townhouse does offer another opportunity for an individual to own land other than the typical detached single-household arrangement. With a total project area of less than 5.5 acres, the 175 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 32 of 39 ability to provide a wide range of diversity in housing types within the project is somewhat limited. Seen in the larger context of the Cattail Creek Subdivision, housing diversity and choice would be enhanced with the addition of the townhomes proposed in this project. Increasing the supply of townhomes has been a common suggestion made during public meetings and through online surveys sponsored by the consultant studying Bozeman affordable housing issues as a way to provide more affordable housing in Bozeman. (5) Is the overall project designed to enhance the natural environment, conserve energy and to provide efficient public services and facilities? The overall project is designed to enhance the natural environment, conserve energy and provide efficient public services. Using landscaping species typical to the area and providing additional landscaping beyond minimum city standards, the project enhances the natural environment. It conserves energy as described in the previous section (g) above. By providing additional walkways, crosswalks and pedestrian lighting the development helps to create more efficient access to adjacent public transportation service routes and parks. (6) Residential density bonus. If the project is proposing a residential density bonus (30 percent maximum) above the residential density of the zoning district within which the project is located and which is set forth in article 8 of this chapter, does the proposed project exceed the established regulatory design standards (such as for setbacks, off-street parking, open space, etc.) and ensure compatibility with adjacent neighborhood development? The number of dwelling units obtained by the density bonus shall be determined by dividing the lot area required for the dwelling unit type by one plus the percentage of density bonus sought. The minimum lot area per dwelling obtained by this calculation shall be provided within the project. Those dwellings subject to chapter 10, article 8, shall be excluded in the base density upon which the density bonus is calculated. A density bonus has not been proposed for this project. (7) Limited commercial. If limited commercial development, as defined above, is proposed within the project, is less than 20 percent of the gross area of the PUD designated to be used for offices or neighborhood service activities not ordinarily allowed in the particular residential zoning district? No limited commercial use is proposed. (8) Does the overall PUD recognize and, to the maximum extent possible, preserve and promote the unique character of neighborhoods in the surrounding area? The development recognizes and attemps to promote the unique character of the surrounding area. The proposed buildings scale and density is consistent with the other developments in the area. However, by grouping the units into pairs and staggering the units this development aims to enhance the character of the site. The proposed building finish 176 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 33 of 39 materials are consistent with other buildings in the surrounding area to fit into the surrounding area, but will be used in a way as to give this development its own character. Pedestrian circulation and open spaces are found throughout the surrounding area and are reinforced by the continuity of the paths through the proposed development. APPENDIX A – DETAILED PROJECT DESCRIPTION AND BACKGROUND Property owner Taylor Properties, Inc. and applicant Bayliss Architects, P.C., with representation by Genesis Engineering, submitted a planned unit development (PUD) preliminary plan application to allow 5.208 acres to be subdivided into 46 townhouse lots, 4 single-household lots, and 2 open space lots with associated parking and related site improvements. The overall net density is about 12 units per acre. The planned unit development is associated with a major subdivision preliminary plat application and the two applications are being reviewed concurrently, but will be acted upon independently. The subject property is located within Phase 2A of the Cattail Creek Subdivision at the southwest corner of Cattail Street and Blackbird Drive. The growth policy designation of the property is Residential and the current zoning of the property is R-3 (Residential Medium Density District). Several relaxations are being considered with the PUD preliminary plan application. The relaxations are requesting reductions in minimum required yard setbacks, lot area, lot width, street right-of-way width, and backing distance. The specifics of all requested relaxations are described on page 14 and included in an exhibit on page 16. A summary of the requested relaxations can be found below: 1. Section 38.08.050, to allow for reduced setbacks from property lines. • Relaxation 1: a reduction in front yard setbacks. • Relaxation 2: a reduction in rear yard setbacks from 20’ to 15’ (shown in green on exhibit below). 2. Section 38.08.040, to allow for a reduction of the minimum lot area. • Relaxation 3: a reduction in minimum lot area from 3,000 square feet to 2,800 square feet for the specified townhome lots (shown in blue on the exhibit below). • Relaxation 4: a reduction of the minimum lot area for the four detached single-household lots from 5,000 square feet to 3,800 square feet (shown in purple on the exhibit below) 3. Section 38.08.040, to allow for a reduction of the minimum lot width. • Relaxation 5: a reduction in lot width from 50’ to 30’ for single-household lots (shown in purple on exhibit below) 4. Section 38.24.020, to allow for a reduction in minimum street right-of-way. • Relaxation 6: a reduction in minimum right-of-way width from 60’ to 42’ for Street “B” (shown in pink on the exhibit below). This relaxation would eliminate the boulevard and landscaping between the sidewalk and top back of curb. As noted in 177 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 34 of 39 the application supplement, the relaxation in the dedicated vehicular area will create the need for more personal and higher quality useable areas such as interior parks • Relaxation 7: a reduction of 4 feet in improvement width from 31’ to 27’ for Street “B” (shown in pink on the exhibit below). The application supplement argues that in order to provide greater snow removal areas along Street“B”, and since parking is not feasible along this particular street due to the number of driveway entrances, a 4-foot reduction in street improvement width has been requested. This 4-foot reduction will be added back into the boulevard dimension. 5. Section 38.25.020 A & D, to allow a reduction in minimum backing requirements. • Relaxation 8: would allow reduction of the back-up distance onto Alley “A” from 26’ to 24’, consistent with a code change that becomes effective March 4, 2015. To justify the requested relaxations, a total of 45 performance points are claimed proposed by the applicant. The claimed performance points are in the categories of additional open space, sustainable design and conversion and streetscape improvements. The specifics of all claimed performance points are described on page 26 under the planned unit development criteria. A summary of claimed performance points can be found below: (a) Provision of affordable housing: 0 points. (b) Additional open space: 37 points originally claimed, reduced to 33 points following staff verification of previously dedicated parkland. (c) Adaptive reuse of historic buildings: 0 points. (d) Underutilized and brownfield sites: 0 points. (e) Designed to meet LEED-ND: 0 points (f) Inclusion of low impact development plan: 0 points (g) Sustainable design and construction: 6 points (h) Integrated and coordinated way-finding measures: 0 points (i) On-site recycling transfer station: 0 points (j) Public transportation bus station or enhanced covered bus stop: 0 points (k) Streetscape improvements: 6 points (for streetscape features exceeding the minimum standards for landscaping, pedestrian lighting, crosswalks, and additional parking.) The site plan indicates approximately 12,000 square feet of landscaped park/common open space area with a trail passing through connecting to the sidewalk system, which provides connection to the existing trail system outside the project area. The applicant is claiming PUD performance points for additional open space, having demonstrated that parkland previously dedicated with the Cattail Subdivision is adequate to meet the needs of this development. The calculations are summarized below: Parkland dedicated with Cattail Creek Subdivision Phases 2A & 2B: 12.965 acres o PUD share: 2.026 acres 178 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 35 of 39 o PUD required parkland: 1.317 acres o Excess offsite parkland: 0.709 acres o PUD open space: 0.368 acres TOTAL excess PUD parkland (offsite excess + onsite open space): 1.077 acres If the PUD relaxations are not approved then the associated preliminary plat application cannot conform to municipal code. The PUD application is the method by which design excellence is shown. The associated subdivision executes that approved design. APPENDIX B – PROJECT SITE ZONING AND GROWTH POLICY Zoning Designation and Land Uses: The subject property is zoned R-3, Medium Density Residential. The intent and purpose of the R-3 residential medium density district is to provide for the development of one- to five- household residential structures near service facilities within the city. It should provide for a variety of housing types to serve the varied needs of households of different size, age and character, while reducing the adverse effect of nonresidential uses. Adopted Growth Policy Designation: The property is designated as Residential in the Bozeman Community Plan. Residential. This category designates places where the primary activity is urban density dwellings. Other uses which complement residences are also acceptable such as parks, low intensity home based occupations, fire stations, churches, and schools. High density residential areas should be established in close proximity to commercial centers to facilitate the provision of services and employment opportunities to persons without requiring the use of an automobile. Implementation of this category by residential zoning should provide for and coordinate intensive residential uses in proximity to commercial centers. The residential designation indicates that it is expected that development will occur within municipal boundaries, which may require annexation prior to development. The dwelling unit density expected within this classification varies between 6 and 32 dwellings per net acre. A higher density may be considered in some locations and circumstances. A variety of housing types can be blended to achieve the desired density. Large areas of single type housing are discouraged. In limited instances the strong presence of constraints and natural features such as floodplains may cause an area to be designated for development at a lower density than normally expected within this category. All residential housing should be arranged with consideration of compatibility with adjacent development, natural constraints such as watercourses or steep slopes, and in a fashion which advances the overall goals of the Bozeman growth policy. The residential designation is intended to provide the primary locations for additional housing within the planning area. 179 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 36 of 39 APPENDIX C – NOTICING AND PUBLIC COMMENT The hearing before the City Commission was properly noticed as required by Title 38 of the Bozeman Municipal Code (BMC). Based on the recommendation of the DRC, DRB, RPAB, and other applicable review agencies, as well as any public testimony received on the matter, the Staff will forward a recommendation in a report to the City Commission who will make the final decision on the applicant’s request. A planned unit development (PUD) preliminary plan application was submitted on November 12, 2014 and after the receipt of additional information on January 20, 2015 as required by Title 38 of the Bozeman Municipal Code (BMC) the application was deemed acceptable for initial review. The preliminary plat was reviewed by the DRC on January 28 and February 4, 11 and 18, 2015. The DRC and Staff determined the submittal contained detailed, supporting information that is sufficient to allow for the review of the proposed subdivision on February 11, 2015. Public notice for this application and the associated major subdivision preliminary plat application was placed in the Bozeman Daily Chronicle on Sundays, March 1 and 15, 2015. The site was posted with a public notice on February 27, 2015. Public notice was sent to physically adjacent property owners via certified mail, and to all other property owners of record within 200 feet of the subject property via first class mail, on February 26, 2015. Three letters of public comment have been received for this application and are attached to this report. One comment stated they hoped the proposal could enhance the existing parks and trails in the subdivision. One comment was concerned with the relaxations to standards requested. One comment spoke about overall concern with the density proposed and the relaxations requested. Staff finds the proposed central open space and pedestrian connections to the existing Cattail Creek Subdivision parkland as enhancement. Additionally, Staff finds the proposed performance points justify the PUD relaxations requested and demonstrate a superior design than what could be achieved with the current standards. Lastly, the originally anticipated density for this parcel was much greater than with the current townhome configuration, which is why there is an excess of parkland associated with this property. On March 27, 2015 this PUD preliminary plan staff report was drafted and forwarded with a recommendation of conditional approval by the DRC, DRB and RPAB for consideration by the City Commission. The City Commission is scheduled to make a final decision at their April 6, 2015 public hearing. APPENDIX D –PLANNED UNIT DEVELOPMENT INTENT Sec. 38.20.010. Intent. A. It is the intent of the city through the use of the planned unit development (PUD) concept, to promote maximum flexibility and innovation in the development of land and the design of development projects within the city. Specifically, with regard to the improvement and 180 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 37 of 39 protection of the public health, safety and general welfare, it shall be the intent of this chapter to promote the city's pursuit of the following community objectives: 1. To ensure that future growth and development occurring within the city is in accord with the city's adopted growth policy, its specific elements, and its goals, objectives and policies; 2. To allow opportunities for innovations in land development and redevelopment so that greater opportunities for high quality housing, recreation, shopping and employment may extend to all citizens of the city area; 3. To foster the safe, efficient and economic use of land and transportation and other public facilities; 4. To ensure adequate provision of public services such as water, sewer, electricity, open space and public parks; 5. To avoid inappropriate development of lands and to provide adequate drainage, water quality and reduction of flood damage; 6. To encourage patterns of development which decrease automobile travel and encourage trip consolidation, thereby reducing traffic congestion and degradation of the existing air quality; 7. To promote the use of bicycles and walking as effective modes of transportation; 8. To reduce energy consumption and demand; 9. To minimize adverse environmental impacts of development and to protect special features of the geography; 10. To improve the design, quality and character of new development; 11. To encourage development of vacant properties within developed areas; 12. To protect existing neighborhoods from the harmful encroachment of incompatible developments; 13. To promote logical development patterns of residential, commercial, office and industrial uses that will mutually benefit the developer, the neighborhood and the community as a whole; 14. To promote the efficient use of land resources, full use of urban services, mixed uses, transportation options, and detailed and human-scale design; and 15. To meet the purposes established in section 38.01.040 181 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 38 of 39 APPENDIX E – RECREATION AND PARK ADVISORY BOARD COMMENTS PROJECT: Cattail Properties PUD FROM: Subdivision Review Committee DATE OF REVIEW: 2/13/2015 OVERVIEW: • This project is a new phase of the existing Cattail PUD. It is located south of Cattail Street between Warbler Way and Blackbird Drive. • The dedication requirement has been met in previous phases; as such no new parkland is proposed in this phase • There is a small amount of open space in the center of this phase which will be landscaped and have a trail installed across it, providing trail connection to the existing trails and parkland. COMMENTS: • The proposed trail provides good pedestrian connections. RECOMMENDATION: • Given the assurance from Planning that the dedication requirement has been satisfied, we have no objection to the absence of parkland in this phase. FISCAL EFFECTS: • N/A ALTERNATIVES: • N/A APPENDIX F - OWNER INFORMATION AND REVIEWING STAFF Owner: TAYLOR PROPERTIES, INC, 20101 SW Birch Street, Suite 151, Newport Beach, CA 92660 Applicant: Bayliss Architects, PO Box 1134 Bozeman MT 59771 182 Z14367, Staff Report for the Cattail Properties PUD Preliminary Plan Page 39 of 39 Representative: Genesis Engineering, 204 N 11th Ave, Bozeman, MT 59715 Report By: Allyson B. Brekke, Associate Planner FISCAL EFFECTS No unusual fiscal effects have been identified. ATTACHMENTS 1. Staff Report 2. Applicant’s submittal materials 3. Revised Parkland Calculation Exhibit 4. Public comment The full application and file of record can be viewed at the Community Development Department at 20 E. Olive Street, Bozeman, MT 59715. 183 CATTAIL PROPERTIES PUD & PRELIMINARY PLAT SUBMITTAL CITY OF BOZEMAN NOVEMBER 2014 PREPARED BY: 184 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. BOZEMAN, MT 59715 406-581-3319 www.g-e-i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 2 October 29, 2014 Chris Saunders City of Bozeman Planning Department 20 East Olive St. P.O. Box 1230 Bozeman, MT 59771 Re: Cattail Properties – Subdivision Preplat and PUD Submittal Dear Chris, Please find attached the PUD and Subdivision Preliminary Plat submittal for Cattail Properties. Cattail Properties is comprised of 51 townhouse lots and is located on the southwest corner of Cattail Street and Blackbird Drive. Also included is a check for the review fees in the amount of $12,140.00 along with 20 full sets of the applications with full size plat, 10 sets of the applications include full size drawings, three hard copies of the covenants, restrictions, and articles of incorporation for the homeowners association, 2 digital copies of the plans, mailing list of adjoiners, one set of address envelopes and three sets of mailing labels for the adjoiners. The owner would like to request concurrent construction during the finalization of the public infrastructure, including final plat review and approval per Section 38.39.030.D. The anticipated final plat review/approval process will likely occur during peak building season and would result in a loss of opportunity if concurrent construction is not pursued. Subsequent to preliminary plat approval, a concurrent construction plan addressing all of the requirements in Section 38.39.030.D will be submitted for review and approval. The checklists for the PUD, Site Plan and the Subdivision Preliminary Plat area attached, with additional narrative and description for certain items below; If you have any questions or comments, please contact me at 581-3319. Sincerely, __________________ Chris Wasia, P.E. Genesis Engineering, Inc. www.g-e-i.net Enclosures cc: 185 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 2 of 2 H:\1097\001\DOCS\PUD Submittal\cover letter.doc 186 Cattail Properties PUD Preliminary Plan / Preliminary Plat P.O. Box 1134, Bozeman, MT 59771-1134 p. 406.586.5007 bayliss@baylissarchitects.com 1 of 1 TABLE OF CONTENTS GENERAL INFORMATION Team Contact Information Application PUD Checklist PUD Checklist Narrative Responses Site Plan Checklist Site Plan Checklist Narrative Responses Subdivision Preliminary Plat Checklist Subdivision Preliminary Plat Checklist Narrative Responses Owner’s Agent Authorization Letter PUD Checklist Tab A PUD Preliminary Plan Information Items 1b-j Part B.1.b-j Tab B Development Schedule Part B.1.k Tab C Viewsheds Part B.3 Tab D Street Cross Sections Part B.4 Tab E Physiographic Data Part B.5 Tab F Traffic Impact Analysis Part B.7 Site Plan Checklist Tab G Vicinity Map, Construction Route Map Part B.1 & B.3 Tab H Adjoiners & Neighborhood Recognition Part B.2 Tab I Boundary Part B.4 Tab J Site Plan & Conceptual Building Drawings Part B(5-12,15) & Part C(1-8,12- 18,21,25)/PUD B.2,B.27 Tab K Soils Part B.14 Tab L Area Calculations Part B.9 & B.10 Tab M Grading and Drainage Plan Part C.9 & C.10 Tab N ___Blank Tab O City of Bozeman City Limits and Zoning Part C.22 & C.23 Tab P Park Dedication Calculations Part C.26 Tab Q Landscape Plan Part D Lighting & Photometric Plan Part C.17 Light Fixture Cut Sheets Part C.17 Preliminary Plat Checklist Tab R Preliminary Plat Document Part D.2-8, D.11, E.1, E.2 Tab S List of Waivers & Requested Variances Part D.9, E.3 Tab T Preapplication Items Part D.1 Tab U MT DEQ Request for Exemption Part D.10 Tab V Covenants, Owners Assoc, Street Maint. Part E.4, E.8/PUD B.9/SP B.18 Tab W Encroachment Permit Part E.5 Tab X Noxious Weed Management Plan Part E.12/SP B.17 Tab Y Preliminary Platting Certificate/Deed Part E.13/PUD B.2.c Tab Z Water & Sewer Report Part F Stormwater Report Part F Utility, Education, USPS Letters Part F 187 Cattail Properties PUD Preliminary Plan / Preliminary Plat P.O. Box 1134, Bozeman, MT 59771-1134 p. 406.586.5007 bayliss@baylissarchitects.com 1 of 1 Team Contact Information Civil Firm: Genesis Engineering, Inc. Address: 204 N. 11th Ave. Bozeman, MT 59715 Telephone: 406.581.3319 Contact: Chris Wasia Email: cwasia@g-e-i.net Architectural Firm: Bayliss Architects, P.C. Address: P.O. Box 1134 Bozeman, MT 59771 Telephone: 406.586.5007 Contact: Bayliss Ward Email: bayliss@baylissarchitects.com Landscaping Firm: Custom Earth Designs Address: 50 Bronco Drive Bozeman, MT 59718 Telephone: 406.539.7030 Contact: Chad Rempfer Email: customearthdesigns@gmail.com 188 Page 1 Appropriate Review Fee Submitted CITY OF BOZEMAN FEE APPLIES- $ DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Alfred M. Stiff Professional Building 20 East Olive Street P.O. Box 1230 Bozeman, Montana 59771-1230 phone 406-582-2260 fax 406-582-2263 planning@bozeman.net www.bozeman.net DEVELOPMENT REVIEW APPLICATION 1. Name of Project/Development: 2. Property Owner Information: Name: E-mail Address: Mailing Address: Phone: FAX: 3. Applicant Information: Name: E-mail Address: Mailing Address: Phone: FAX: 4. Representative Information: Name: E-mail Address: Mailing Address: Phone: FAX: 5. Legal Description: 6. Street Address: 7. Project Description: 8. Zoning Designation(s): 9. Current Land Use(s): 10. Bozeman Community Plan Designation: 11. Gross Area: Acres: Square Feet: 12. Net Area:Acres: Square Feet: 189 190 PLANNED UNIT DEVELOPMENT CHECKLIST The appropriate checklist 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. Planned Unit Development – Concept Plan. The following information and data shall be submitted: PUD Concept Plan Information Yes No N/A 1. Data regarding site conditions, land characteristics, available community facilities and utilities and other related general information about adjacent land uses and the uses of land within one-half mile of the subject parcel of land 2. Conceptual (sketch) drawing showing the proposed location of the uses of land, major streets and other significant features on the site and within one-half mile of the site 3. A computation table showing the site’s proposed land use allocations by location and as a percent of total site area 4. Stormwater Management Permit Application required B. Planned Unit Development – Preliminary Plan. The following information and data shall be submitted: PUD Preliminary Plan Information Yes No N/A 1. The following information shall be presented in an 8½- by 11-inch vertically bound document. The document shall be bound so that it will open and lie flat for reviewing and organized in the following order: a. Application forms b. A list of names of all general and limited partners and/or officers and directors of the corporation involved as either applicants or owners of the planned unit development c. Statement of applicable City land use policies and objectives achieved by the proposed plan and how it furthers the implementation of the Bozeman growth policy d. Statement of the proposed ownership of open space areas e. Statement of the applicant’s intentions with regard to future ownership of all or portions of the planned unit development f. Estimate of number of employees for business, commercial and industrial uses g. Description of rationale behind the assumptions and choices made by the applicant h. Where deviations from the requirements of this title are proposed, the applicant shall submit evidence of successful completion of the applicable community design objectives and criteria of Section 38.20.090 (PUD Design Objectives and Criteria), BMC. The applicant shall submit written explanation for each of the applicable objectives or criteria as to how the plan does or does not address the objective or criterion. The Planning Director may require, or the applicant may choose to submit, evidence that is beyond what is required in that section. Any element of the proposal that varies from the criterion shall be described i. Detailed description of how conflicts between land uses of different character are being avoided or mitigated j. Statement of design methods to reduce energy consumption, (e.g., home/business utilities, transportation fuel, waste recycling) Page 3 (PUD Checklist – Prepared 12/2/03; revised 9/21/04, revised 11/14/11) 191 Page 4 PUD Preliminary Plan Information, continued Yes No N/A 1. The following information shall be presented in an 8½- by 11-inch vertically bound document. The document shall be bound so that it will open and lie flat for reviewing and organized in the following order: k. A development schedule indicating the approximate date when construction of the planned unit development, or stages of the same, can be expected to begin and be completed, including the proposed phasing of construction of public improvements and recreational and common space areas j. One reduced version of all preliminary plan and supplemental plan maps and graphic illustrations at 8½- by 11-inches or 11- by 17-inches size 2. In addition to all of the information listed on the Site Plan Checklist, the following information shall be included on the site plan: a. Notations of proposed ownership, public or private, should be included where appropriate b. The proposed treatment of the perimeter of the planned unit development, including materials and techniques used, such as screening, fences, walls and other landscaping c. Attorney’s or owner’s certification of ownership 3. Viewsheds: a. Looking onto and across the site from areas around the site, describe and map the views and vistas from adjacent properties that may be blocked or impaired by development of the site b. Describe and map areas of high visibility on the site as seen from adjacent off-site locations 4. Street cross-section schematics shall be submitted for each general category of street, including: a. The proposed width b. Treatment of curbs and gutters, or other storm water control system if other than curb and gutter is proposed c. Sidewalk systems d. Bikeway systems, where alternatives to the design criteria and standards of the City are proposed 5. Physiographic data, including the following: a. A description of the hydrologic conditions of the site with analysis of water table fluctuation and a statement of site suitability for intended construction and proposed landscaping, in compliance with Section 38.41.120.B.3.c, BMC b. Locate and identify the ownership of existing wells or well sites within 400 feet of the site 6. If the project involves or requires platting, a preliminary subdivision plat, subject to the requirements of this title relative to subdivisions, shall be submitted 7. Not withstanding the waiver provisions of Section 38.41.080.B.9, BMC, at the discretion of the City Engineer, a traffic impact analysis shall be prepared based upon the proposed development. The analysis shall include provisions of the approved development guidelines, and shall address impacts upon surrounding land uses. The Director of Public Service may require the traffic impact analysis to include the information in Section 38.41.050.L, BMC. If a traffic impact analysis has been submitted as part of a concurrent subdivision review, that analysis shall meet this requirement 8. If the development’s compliance with the community design objectives and criteria is under question, the City Commission may require additional impact studies or other plans as deemed necessary for providing thorough consideration of the proposed planned unit development 9. A proposed draft of a legal instrument containing the creation of a property owner’s association sufficient to meet the requirements of Section 38.38.020 (Property Owners Association), BMC shall be submitted with the preliminary plan application 10. Stormwater Management Permit Application required 192 Page 5 C. Planned Unit Development – Final Plan. The following information and data shall be submitted: PUD Final Plan Information Yes No N/A 1. A list of names of all general and limited partners and/or officers and directors of the corporation involved as either applicants or owners of the planned unit development 2. A final plan site plan shall be submitted on a 24- by 36-inch sheet(s) at the same scale as the approved preliminary plan. If a different scale is requested or required, a copy of the approved preliminary plan shall be submitted that has been enlarged or reduced to equal the scale of the final plan. However, only the scales permitted for the preliminary plans shall be permitted for final plans. The final plan site plan shall show the following information: a. Land use data (same information as required on the preliminary site plan) b. Lot lines, easements, public rights-of-way as per subdivision plat c. Attorney’s or owner’s certification of ownership d. Planning Director certification of approval of the site plan and its conformance with the preliminary plan e. Owner’s certification of acceptance of conditions and restrictions as set forth on the site plan 3. A final landscape plan consistent with the conditions and restrictions of the approved preliminary plan shall be submitted. It shall also be consistent with the Chapter 38.26 (Landscaping), BMC, except that any stated conditions and restrictions of the preliminary plan approval shall supersede the provisions of Chapter 38.26 (Landscaping), BMC 4. An official final subdivision plat of the site must accompany the final planned unit development plan when applicable. City approval of the final subdivision plat shall be required before issuance of building permits 5. Prior to submission of the final plan to the DRC and ADR staff, engineering plans and specifications for sewer, water, street improvements and other public improvements, and an executed improvements agreement in proper form providing for the installation of such improvements, must be submitted to and approved by the City 6. A plan for the maintenance of open space, meeting the requirements of Section 38.38.030 (Common Area and Facility Maintenance Plan and Guarantee), BMC, shall be submitted with an application for final plan approval. Open space shown on the approved final plan shall not be used for the construction of any structures not shown on the final plan 7. Stormwater Management Permit Application required 193 Planned Unit Development Checklist Narrative Reponses B. PUD Preliminary Plan Information 1. Items: a. See General Information and Applications attached. b. See attached PUD Preliminary Plan Information, Appendix A. c. See attached PUD Preliminary Plan Information, Appendix A. d. See attached PUD Preliminary Plan Information, Appendix A. e. See attached PUD Preliminary Plan Information, Appendix A. f. N/A – There are no business, commercial or industrial uses intended for the PUD. g. See attached PUD Preliminary Plan Information, Appendix A. h. See attached PUD Preliminary Plan Information, Appendix A. i. See attached PUD Preliminary Plan Information, Appendix A. j. See attached PUD Preliminary Plan Information, Appendix A. k. See attached proposed Schedule of Development, Appendix B. l. See attached Site Plan and Preliminary Plat Site Drawings, refer to Table of Contents for location. 2. Site Plan Items: a. See attached Site Plan Appendix J. b. See attached Site Plan Appendix J and Landscape Plan Appendix Q. c. Deed showing ownership of the subject property is included see Appendix Y. 3. Viewsheds: a. See attached Appendix C. b. See attached Appendix C. 4. Street cross-section schematics a. See attached Appendix D. b. See attached Appendix D. c. See attached Appendix D. d. N/A – no bikeway systems are provided as part of the development. 5. Physiographic Data a. See attached Appendix E. b. See attached Appendix E. 6. Preliminary Subdivision Plat has been submitted to be reviewed concurrently with this PUD submittal. See Preliminary Subdivision Plat section of this submittal. 7. A traffic generation report and description of function for internal streets is included in Appendix F. 8. Waived as part of the preapplication review 9. See attached Draft Property Owners Association documents Appendix V. 10. At this time a Stormwater Management Permit Application has not been included, but will be completed prior to construction. The applicant would like to wait until 2015 to complete the Stormwater Management permit. Since a DEQ SWPPP is required as part of the Stormwater Management Permit, fees are required annually. 194 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 2. 30,000 or more square feet of office space, retail commercial space, service commercial space or industrial space 3. 20,000 or more square feet of exterior storage of materials or goods 4. Parking for more than 90 vehicles 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 2. List of names and addresses of property owners according to Chapter 38.40, BMC (Noticing) 3. A construction route map shall be provided showing how materials and heavy equipment will 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 5. Date of plan preparation and changes 6. North point indicator 7. Suggested scale of 1 inch to 20 feet, but not less than 1 inch to 100 feet 8. Parcel size(s) in gross acres and square feet 9. Estimated total floor area and estimated ratio of floor area to lot size (floor area ratio, FAR), 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 b. Driveway and parking c. Open space and/or landscaped area, recreational use areas, public and semipublic land, parks, school sites, etc. d. Public street right-of-way 11. Total number, type and density per type of dwelling units, and total net and gross residential density and density per residential parcel 12. Detailed plan of all parking facilities, including circulation aisles, access drives, covered and uncovered bicycle parking, 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 Page 3 (Site Plan Checklist – Prepared 12/05/03; revised 9/22/04; revised 7/24/07, revised 11/14/11) 195 Page 4 General Information, continued Yes No N/A 13. The information required by Section 38.41.060.L, BMC (Streets, Roads and Alleys), unless 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 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) b. Height above mean sea level of the elevation of the lowest floor and location of lot 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 16. Temporary facilities plan showing the location of all temporary model homes, sales offices and/or construction facilities, including temporary signs and parking facilities 17. Unless already provided through a previous subdivision review, a noxious weed control plan complying with Section 38.41.050.H, BMC (Noxious Weed Management and Revegetation Plan) 18. Drafts of applicable supplementary documents as set forth in Chapter 38.38, BMC (Supplementary Documents) 19. Stormwater Management Permit Application required 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 otherwise stated: Site Plan Information Yes No N/A 1. Topographic contours at a minimum interval of 2 feet, or as determined by the Planning Director 2. Adjacent streets and street rights-of-way to a distance of 150 feet, except for sites adjacent to major arterial streets where the distances shall be 200 feet 3. On-site streets and rights-of-way 4. Ingress and egress points 5. Traffic flow on-site 6. Traffic flow off-site 7. Utilities and utility rights-of-way or easements: a. Electric b. Natural gas c. Telephone, cable television and similar utilities d. Water e. Sewer (sanitary, treated effluent and storm) 8. Surface water, including: a. Holding ponds, streams and irrigation ditches b. Watercourses, water bodies and wetlands c. Floodplains as designated on the Federal Insurance Rate Map or that may otherwise be identified as lying within a 100-year floodplain through additional floodplain delineation, engineering analysis, topographic survey or other objective and factual basis d. A floodplain analysis report in compliance with Chapter 38.31, BMC (Bozeman Floodplain Regulations) if not previously provided with subdivision review 196 Page 5 Site Plan Information, continued Yes No N/A 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 B.M.C. Chapter 40 Article 4 storm drainage ordinance and best management practices manual adopted by the City 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 ADA 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 38.28, 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. Permanent and construction period 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 38.41.060.18, 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 38.41.100, 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 38.27, 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 38.41.060.16, BMC shall be provided. 27. Describe how the site plan will satisfy any requirements of Article 8 Section 10, 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 Article 8 Section 10, BMC compliance requirements and to make the obligations placed on the affected lots and dwellings readily understandable. 197 Page 6 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 property owner and the person preparing the plan 2. Location of existing boundary lines and dimensions of the lot 3. Approximate centerlines of existing watercourses, required watercourse setbacks, and the location of any 100-year floodplain; the approximate location of significant drainage features; and the location and size of existing and proposed streets and alleys, utility easements, utility lines, driveways and sidewalks on the lot and/or adjacent to the lot 4. Project name, street address, and lot and block description 5. Location, height and material of proposed screening and fencing (with berms to be delineated by one foot contours) 6. Locations and dimensions of proposed landscape buffer strips, including watercourse buffer strips 7. Complete landscape legend providing a description of plant materials shown on the plan, including typical symbols, names (common and botanical name), locations, quantities, container or caliper sizes at installation, heights, spread and spacing. 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 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 damage during construction 10. Size, height, location and material of proposed seating, lighting, planters, sculptures, and water features 11. A description of proposed watering methods 12. Location of street vision triangles on the lot (if applicable) 13. Tabulation of points earned by the plan – see Section 38.26.060, BMC (Landscape Performance Standards) 14. Designated snow removal storage areas 15. Location of pavement, curbs, sidewalks and gutters 16. Show location of existing and/or proposed drainage facilities which are to be used for drainage control 17. Existing and proposed grade 18. Size of plantings at the time of installation and at maturity 19. Areas to be irrigated 20. Planting plan for watercourse buffers, per Section 38.23.100, BMC (Watercourse Setbacks), if not previously provided through subdivision review 21. Front and side elevations of buildings, fences and walls with height dimensions if not otherwise provided by the application. Show open stairways and other projections from exterior building walls 198 Site Plan Checklist Narrative Reponses A. Design Review Board (DRB) Site Plan Review Thresholds: 1. Yes, development contains more than 20 dwelling units (50 units) 2. No, development does not contain any commercial, office or industrial space. 3. No, development does not contain exterior storage of materials or goods. 4. Yes, total development parking exceeds 90 spaces. Primary parking will be address by individual dwelling unit parking guest parking and on street parking. B. General Information: 1. A vicinity map is included in Appendix G. 2. A list of adjoining property owners and the neighborhood recognition compliance certificate are included in Appendix H. 3. A construction route map is included in Appendix G. 4. See attached Boundary Plan, Appendix I. 5. See attached Boundary & Site Plans, Appendix I & J. 6. See attached Boundary & Site Plans, Appendix I & J. 7. See attached Boundary & Site Plans, Appendix I & J. 8. See attached Boundary & Site Plans, Appendix I & J. 9. See attached Area Calculations, Appendix L. 10. See attached Area Calculations, Appendix L. 11. See attached Area Calculations, Appendix L. 12. See attached Boundary & Site Plans, Appendix I & J. 13. Roadway cross sections are included in Appendix D, Traffic Generation is included in Appendix F, and a Storm Water Pollution Permit will be completed prior to construction that describes guidelines for prevention of water pollution and erosion. 14. A soils report is included in Appendix K, with additional information in Appendix E. 15. See attached Floor plans and Elevation drawings, Appendix J. 16. See Temp. Construction and Staging Plan, Appendix J. 17. See attached Noxious Weed Control Plan, Appendix X. 18. See attached Draft Property Owners Association Documents, Appendix V. 19. At this time a Storm Water Management Permit Application has not been included, but will be completed prior to construction. C. Site Plan Information: 1. See Grading Plan, Appendix J. 2. See Layout & Utility Plan, Appendix J. 3. See Layout & Utility Plan, Appendix J. 4. See Layout & Utility Plan, Arch. Site Plan Appendix J and Traffic Analysis, Appendix F 5. See Layout & Utility Plan, Arch. Site Plan Appendix J and Traffic Analysis, Appendix F 6. See Layout & Utility Plan, Arch. Site Plan Appendix J and Traffic Analysis, Appendix F 7. See Layout & Utility Plan, Appendix J. 8. Surface water is shown on the site plan drawings in Appendix J. The applicable FIRM map does not show any floodplains in the vicinity of the proposed project. There are no jurisdictional wetlands on the subject property. 9. A grading and drainage plan and design report is included in Appendix M. 10. The nearby drainages and storm drainage information is included in Appendix M. 11. N/A, No rock outcroppings or slopes greater than 15% or significant topographic features exist. 12. See Civil & Arch. Site Plans and Details, Appendix J. 13. See Civil & Arch. Site Plans and Details, Appendix J. 14. See Arch. Floor Plans, Elevations and Details for railings and screens, Appendix J. Yard fences and walls are prohibited by POA CCR’s. 15. See Arch. Site Plan for sign location and Details, Appendix J. 16. No permanent trash enclosures are to be provided. See site plan for construction trash location for infrastructure construction phase. Individual lots construction will indicate construction trash locations as part of the individual lots site plan submittal. 17. See Development Lighting Plan, Appendix J. 18. See Civil Details, Appendix J. 19. See Development Landscape Plan, Appendix Q. 20. N/A - No unique features, significant wildlife area or vegetation areas or trees exist on the site. 21. See Arch. Site Plan, Appendix J. 199 22. An exhibit depicting the City of Bozeman Limits and Zoning Boundaries are included in Appendix O. 23. Existing zoning within 200’ of the subject property is included in Appendix O. 24. N/A – the property does not contain any known historical features according to the study conducted when lots were created. 25. There are not any schools nearby the subject property, but nearby trails and parks are shown on the site plan in Appendix J. 26. The parkland dedication calculations are included in Appendix P. 27. N/A – No lots or dwelling units are required as part of this development to conform to Article 8 Section 10 (Affordable Housing) D. Landscape Plan Information: 1. See attached Landscape Plan, Appendix Q. 2. See attached Landscape Plan, Appendix Q. 3. See attached Landscape Plan, Appendix Q. 4. See attached Landscape Plan, Appendix Q. 5. See attached Landscape Plan, Appendix Q. 6. See attached Landscape Plan, Appendix Q. 7. See attached Landscape Plan, Appendix Q. 8. See attached Landscape Plan, Appendix Q. 9. N/A – No existing trees are on the site. 10. See attached Landscape Plan, Appendix Q. 11. See attached Landscape Plan, Appendix Q. 12. See attached Landscape Plan, Appendix Q. 13. See attached Landscape Plan, Appendix Q. 14. See attached Landscape Plan, Appendix Q. 15. See attached Landscape Plan, Appendix Q. 16. See attached Landscape Plan, Appendix Q. 17. See attached Landscape Plan, Appendix Q. 18. See attached Landscape Plan, Appendix Q. 19. See attached Landscape Plan, Appendix Q. 20. N/A – No watercourses are present on site or adjacent requiring buffers. 21. See attached Building Elevation drawings, Appendix J. 200 Page 3 (Subdivision Preliminary Plat Checklist – Prepared 11/26/03; revised 9/20/04; revised 5/2/05; revised 7/24/07, revised 11/14/11; revised 4/1/14) SUBDIVISION PRELIMINARY PLAT 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. Subdivision Type. First Minor Subdivision from a Tract of Record First Minor Subdivision from a Tract of Record with a Variance Second or Subsequent Minor Subdivision from a Tract of Record Major Subdivision B. Total Number of Lots. C. Proposed Uses. Indicate the number of lots (or spaces subdivisions for rent or lease, or units for condominiums) for each of the following uses: Residential, single household Park/Recreation/Open Space Residential, multi household Manufactured Home Space Planned Unit Development Recreational Vehicle Space Condominium Unit Commercial Townhouse Industrial Other: D. Preliminary Plat Requirements. The preliminary plat submittal must include the following information. Please refer to Section 38.41.040, BMC for the specific requirements for each item. Preliminary Plat Requirements Yes No N/A 1. All information required with the pre-application plan, as outlined in Section 38.41.030 (Subdivision Preapplication Plan), BMC 2. Name and location of the subdivision, scale, scale bar, north arrow, date of preparation, lots and blocks (designated by number), the dimensions and area of each lot, and the use of each lot, if other than for single family 3. All streets, roads, alleys, avenues, highways, and easements; the width of the right-of-way, grades, and curvature of each; existing and proposed road and street names; and proposed location of intersections for any subdivision requiring access to arterial or collector highways 4. The names of adjoining platted subdivisions and numbers of adjoining certificates of survey 5. An approximate survey of the exterior boundaries of the platted tract with bearings, distances, and curve data indicated outside of the boundary lines. When the plat is bounded by an irregular shoreline or a body of water, the bearings and distances of a closing meander traverse shall be given 6. The approximate location of all section corners or legal subdivision corners of sections pertinent to the subdivision boundary 7. If the improvements required are to be completed in phases after the final plat is filed, the approxi- mate area of each phase shall be shown on the plat 8. Ground contours at 2-foot intervals if slope is under 10 percent; 5-foot intervals if slope is between 10 and 15 percent; and 10-foot intervals if slope is 15 percent or greater 9. List of waivers granted from the requirements of Section 38.41.060 (Additional Subdivision Preliminary Plat Supplements), BMC during the preapplication process 10. Request for exemption from Montana Department of Environmental Quality Review as described in Section 38.41.040.11 (Request for Exemption from MDEQ Review), BMC 11. All appropriate certificates (refer to Chapter 38.06, BMC) 201 Page 4 E. Preliminary Plat Supplements Required for All Subdivisions. The supplemental information shall include the following. Please refer to Section 38.41.050, BMC for the specific requirements for each item. Preliminary Plat Supplements Required for All Subdivisions Yes No N/A 1. A map showing all adjacent sections of land, subdivision, certificates of survey, streets and roads 2. Map of entire subdivision on either an 8½-inch x 11-inch, 8½-inch x 14-inch, or 11-inch x 17-inch sheet 3. A written statement describing any requested subdivision variance(s) and the facts of hardship upon which the request is based. Refer to Chapter 38.35 (Variance, Deviation and Appeal Procedures), BMC 4. Covenants, Restrictions and Articles of Incorporation for the Property Owners’ Association 5. Encroachment permits or a letter indicating intention to issue a permit where new streets, easements, rights-of way or driveways intersect State, County, or City highways, streets or roads 6. A letter of approval or preliminary approval from the City of Bozeman where a zoning change is necessary 7. A draft of such other appropriate certificates 8. Provision for maintenance of all streets (including emergency access), parks, and other required improvements if not dedicated to the public, or if private 9. Profile sheets for street grades greater than 5 percent 10. If an authorized representative signs on behalf of an owner of record, a copy of the authorization shall be provided 12. A Noxious Weed Management and Revegetation Plan approved by the Weed Control District for control of noxious weeds 13. A preliminary platting certificate prepared by a Montana title company F. Additional Subdivision Preliminary Plat Supplements. The following list of preliminary plat application supplements shall also be provided for all subdivisions unless waived by the Development Review Committee during the pre-application process. The developer shall include documentation of any waivers granted by the City after the pre- application meeting or plan review. Please refer to Section 38.41.060, BMC for the specific requirements for each item. Additional Subdivision Preliminary Plat Supplements Yes No N/A Waived 1. Surface water 2. Floodplains 3. Groundwater 4. Geology, soils and slope 5. Vegetation 6. Wildlife 7. Historical features 8. Agriculture 9. Agriculture water user facilities 10. Water and sewer 11. Stormwater management 12. Streets, roads and alleys 13. Utilities 14. Educational facilities 15. Land use 16. Parks and recreation facilities 17. Neighborhood center plan 18. Lighting plan 19. Affordable Housing 20. Miscellaneous 21. Stormwater Management Permit Application required 202 Page 5 G. By marking the checkbox below, the developer agrees to allow the Department of Planning & Community Development to send copies of correspondence to all parties listed on Page 1 of the Development Review Application (Property Owner, Applicant and Representative). If the checkbox is not marked, correspondence will be sent to the APPLICANT ONLY! By marking this checkbox I agree to allow the Department of Planning & Community Development to send copies of correspondence to all parties listed on Page 1 of the Development Review Application. Applicant’s Signature: Date: Applicant’s Signature: Date: 203 Preliminary Plat Checklist Narrative Reponses D. Preliminary Plat Requirements: 1. The pre-application plan information is included in Appendix T. 2-8. Included on the Plat in Appendix R. 9. List of waivers granted is included in Appendix S along with the waiver request letter and response letter. 10. The Municipal Facilities Exclusion Checklist is included in Appendix U. 11. The applicable Subdivision Certificates are shown on the Plat in Appendix R. E. Preliminary Plat Supplements for All Subdivisions: 1. All adjacent subdivisions, certification of surveys and roads are shown on the Plat in Appendix R. 2. Page 1 of the Plat has been reduced to 11x17 and included in Appendix R. 3. Requested variances and facts of hardship are included in Appendix S. 4. Provided in Appendix V. 5. An encroachment permit response letter from the City of Bozeman Engineering Department is included in Appendix W along with a copy of the permit exhibits. 6. N/A – A zoning change is not necessary. 7. N/A - No such other appropriate certificates are known at this time. 8. Provided in Appendix V. 9. N/A - The street grades are less than 5 percent. 10. Letter of authorization is provided in the first section of this submittal binder. 12. An approved Noxious Weed Management Plan is included in Appendix X. 13. A preliminary platting certificate prepared by Security Title in included in Appendix Y. F. Additional Supplements: 1. Surface water – Waived 2. Floodplains – Waived 3. Groundwater – Waived 4. Geology – Waived 5. Vegetation – Waived 6. Wildlife – Waived 7. Historical Features – Waived 8. Agriculture – Waived 9. Agricultural Water user Facilities – Waived 10. Water & Sewer – Included in Appendix Z. 11. Stormwater Management – Included in Appendix M. 12. Streets, Roads & Alleys – Cross Sections see Appendix D, Traffic Generation see Appendix F. 13. Utilities – A map depicting utility locations as discussed with Linda Gale with Northwestern Energy is included in Appendix Z. 14. Educational Facilities – N/A, the Bozeman School District has already provided a letter indicating capacity for the Cattail Creek Subdivision. The proposed density is within the density limits for the zoning 15. Land Use – The subdivision is proposed to be residential, 46 townhome lots, with 46 lots sharing one wall with their neighbor and 4 single household. 16. Parks and Recreation Facilities – Waived 17. Neighborhood Center Plan – Waived, see site plan for development central open space. 18. Lighting Plan - provided in Appendix J 19. N/A – No lots or dwelling units are required as part of this development to conform to Article 8 Section 10 (Affordable Housing) However, one of the goals with this development was to minimize the size of the lots and units to reduce the cost of each unit. Making the homes more affordable while still providing high quality, energy efficient homes. By making the homes more efficient the homes will be more affordable to own over the life of the building. 20. Miscellaneous – Waived 21. Stormwater Management Permit – A grading and drainage plan and report is included in Appendix M. A Montana DEQ Storm Water Pollution Prevention Plan and City of Bozeman SMP will be completed prior to construction. 204 205 206 1. PUD Preliminary Plan Information a. Application Forms See General Information and Applications attached at the front of this submittal. b. List of Officers and Directors of Corporation Officers of Taylor Properties Inc. are: President James Brainard Vice President Jim Zelko Secretary/Treasurer Diane Hornby Directors of the corporation are: Jim Zelko James Brainard c. Statement of City land use policies and furthering implementation of the Bozeman Growth Policy This development aims to achieve the policies and objectives of the City’s land use as it pertains to the Bozeman growth policy in the following ways. This development integrates into the larger Cattail Creek neighborhood though maintaining a continuous pedestrian path connecting the neighborhood park trails and sidewalks, not only around the development, but also through the open space center of the development. The open space center of the development helps to create a more intimate sense of place for the development as a micro neighborhood for its inhabitants within the larger subdivision. The addition of a bus stop at the edge of development encourages the use of public transportation and interaction. The townhome building types are being utilized to increase the housing density helping to reduce sprawl and reduce the cost of the individual units. Making them more affordable for future homeowners. The use of more sustainable building products and energy efficient products benefit the homeowners over the long term saving on their energy costs and helps to minimize its impact on the environment and the energy and water demands of Bozeman as a whole. d. Statement of proposed ownership of open space areas Open space areas are to be owned and maintained by the PUD Property Owner’s Association (POA). e. Statement of future ownership of all or portions of the PUD Open space areas are to be owned by the PUD POA. Individual townhome and single household lots are to be owned by the current landowner, Taylor Properties, until the individual lot is sold. f. N/A – There are no business, commercial or industrial uses intended for the PUD. g. Description of rationale behind assumptions and choices The primary rationale or goal behind this PUD is to create energy efficient, high quality townhomes that have a consistent character throughout the development without creating a repetitive pattern of design typical of similar medium density developments. With these goals in mind it is the intent to keep these units at a reasonable price point. To accomplish these goals we intend to reduce the size of the lots and constructed townhomes to make them more affordable without reducing the quality of the materials, construction and design. Townhome units will be designed in a manor allowing units to be shifted and interchanged with the units attached to minimize repetitive patterns. 207 h. PUD Design Objectives – Sec. 38.20.090 E. 2. a. (7) 39 Total points (20 min.) Performance Points shall be earned in the following ways: (b) Additional open space (i) 1 ¼ points for each percent of the project area that is provided as publicly accessible open space. Open space provided near bus stop and in center park equals 13, 016 SF which is 5.74% of the total 226,854 SF of the project. 5.74 x 1 ¼=7 pts. In addition to the open space provided internal to the Cattail Properties development, park dedication offsite excess of .819 acres is provided. This provides another 15.7% of open space adding another 19 pts bringing the total open space points to 26 pts. (g) Sustainable design and construction: 6 pts (i) Covenants and design guidelines will include a commitment to design the majority of the buildings to meet the Energy Star Certified Home Version 3 Program requirements. (ii) Covenants and design guidelines include a commitment to make the homes Energy Star Certified Homes which will make them 20 percent more efficient than standard homes. (iii) Covenants and design guidelines include a commitment to use EPA’s WaterSense certified products for all kitchen, bathroom and irrigation hardware. (iv) Provisions for alternative energy sources. Units will have a provision to provide for future solar domestic hot water. (j) Enhanced covered bus stop is to be provided at the northwest corner of the development. 1 pt (k) Streetscape improvements: 6 pts See Site Plan submittal drawings for streetscape features exceeding the minimum standards for landscaping, pedestrian lighting, crosswalks, and additional parking. i. Description of conflicts between land uses of different character The proposed PUD is located within similar residential uses and adjacent Park area, so conflicts between uses should not be an issue. The massing of the proposed townhomes will be of similar size to nearby housing to fit in with the scale of the neighboring buildings. j. Statement of design methods to reduce energy consumption Summary of methods to be used to reduce energy consumption as follows: i. Use of Energy Star appliances, water use products conforming to the EPA program WaterSense and on demand hot water heaters. ii. Better building insulation systems. Increased R-values and use of foam insulation to seal possible draft areas. iii. Use of efficient LED site lighting. iv. For more methods and additional detail refer to item H above PUD Design Objectives. 208 Proposed Development Schedule Pending approval by the city, it is the intent of the developer to start construction on the development in March of 2015. The following outlines the intended plan for build out of the development. Infrastructure Infrastructure is planned to start construction March 2015, weather dependent. The infrastructure components consist of streets, alleys, utilities to each lot, curb and gutter, sidewalks along the streets, crosswalks and street lighting. The bus stop on Cattail will also be constructed during this stage of construction. Stage 1 Stage 1 includes the construction of the first 16 units. These units include lots 1-11 and lots 46-50. Upon completion of the units along Cattail Street (lots 1-11), landscaping of each lot and adjacent boulevards will be installed. Upon completion of the units on lots 46-50, landscaping of each lot and development of the public open space to the south will be constructed. Development of the open space is to include the parking areas, walk paths, parking and pedestrian lighting and landscaping. Stage 2 Stage 2 includes the construction of the next 16 units. These units include lots 12-19 and lots 38-45. Upon completions of the units along Blackbird Drive (lots 12-19), landscaping of each lot and adjacent boulevards will be installed. Upon completion of the units on lots 38-45, landscaping of each lot and adjacent boulevards will be installed. Stage 3 Stage 3 includes construction of the remaining 18 lots. These units include lots 20-37. Upon completion of the units on lots 20-30, landscaping of each lot and adjacent boulevards will be installed. Upon completion of the units on lots 31-37, landscaping of each lot and adjacent boulevards will be installed. Construction Staging and Sales Location Development sales building will be located on lot 37. Construction staging and garbage containment locations will be located on lots 31-36. 209 Cattail Properties Item 3: Viewsheds A. The east view of the current residential townhomes to the west of the site will have a blocked view from this construction. Any new development on this site will prohibit the view of the park for the adjacent lot to the west, but with the scale and materials of the new homes matching the current scheme of the area the view will not be obtrusive. B. The areas of high visibility for this lot are those located directly on either Cattail Street or Blackbird Drive. It is our intent to correspond with the current character and scale of the neighborhood. The townhomes will be arranged in such a way to avoid monotonous ridge lines and to give the appearance of free standing homes. 210 1. South East Site View 2. South West Site View 211 3. North West Site View 4. North East Site View 212 213 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. BOZEMAN, MT 59715 406-581-3319 www.g-e-i.net 204 N. 11th Ave., Bozeman, MT 59715 (406) 581-3319 www.g-e-i.net Page 1 of 1 Physiographic Data Cattail Properties PLANNED UNIT DEVELOPMENT CHECKLIST B.5 Physiographic Data a. According to the NRCS Web Soil Survey, the groundwater is approximately 84 centimeters deep. The existing excavation onsite is approximately 4’ deep at its deepest point and groundwater has not been recently witnessed. The proposed structures are planned to have slab-on-grade foundations, therefore will minimize risk of inundation due to groundwater. Also according to the NRCS Web Soil Survey, the site ranges from limited to not limited for the intended use of structures without basements. The survey states flooding, groundwater and shrink swell as possible negative factors. The site has been previously analyzed for flood hazard as part of the Cattail Creek Subdivision application and the foundation will be designed taking into account the high groundwater. The Web Soil Survey list the subject property as somewhat limited in terms of its ability to provide for landscaping. Since the site will have City water and irrigation systems, this limit rating will not affect the ability to successfully have onsite landscaping. b. Well reports from GWIC are provided for the three wells that are located within 400’ of the subject property. Two of the wells are currently being used for landscaping purposes only. H:\1097\001\DOCS\PUD Submittal\E-narrative.doc 214 215 216 217 218 219 220 221 222 223 224 225 10/15/2014 Montana's Ground-Water Information Center (GWIC) | Site Report | V.11.2014 http://mbmggwic.mtech.edu/sqlserver/v11/reports/SiteSummary.asp?gwicid=91891&agency=mbmg&reqby=M&1/2 MONTANA WELL LOG REPORT Other Options This well log reports the activities of a licensed Montana well driller, serves as the official record of work done within the borehole and casing, and describes the amount of water encountered. This report is compiled electronically from the contents of the Ground Water Information Center (GWIC) database for this site. Acquiring water rights is the well owner's responsibility and is NOT accomplished by the filing of this report. Go to GWIC website Plot this site on a topographic map View scanned well log (2/13/2007 11:20:55 AM) Site Name: HARVEY ARTHUR R GWIC Id: 91891 DNRC Water Right: E099364 Section 1: Well Owner(s) 1) HARVEY, ARTHUR R. (MAIL) RT 1 BOX 25 BOZEMAN MT 59715 [09/07/1972] Section 2: Location Township Range Section Quarter Sections 01S 05E 35 NW¼ NW¼ SW¼ County Geocode GALLATIN Latitude Longitude Geomethod Datum 45.706537 111.081517 TRS-SEC NAD83 Ground Surface Altitude Method Datum Date Addition Block Lot Section 3: Proposed Use of Water DOMESTIC (1) Section 4: Type of Work Drilling Method: CABLE Status: NEW WELL Section 5: Well Completion Date Date w ell completed: Thursday, September 07, 1972 Section 6: Well Construction Details Borehole dimensions From To Diameter 0 84 6 Casing From To Diameter Wall Thickness Pressure Rating Joint Type 0 83.5 6 STEEL Completion (Perf/Screen) From To Diameter # of Openings Size of Openings Description 45 48 6 1/2X3 65 81 6 1/2X3 Annular Space (Seal/Grout/Packer) There are no annular space records assigned to this w ell. Section 7: Well Test Data Total Depth: 84 Static Water Level: 5 Water Temperature: Pump Test * Depth pump set for test feet. 20 gpm pump rate with feet of drawdown after 2 hours of pumping. Time of recovery hours. Recovery water level feet. Pumping water level 35 feet. * During the well test the discharge rate shall be as uniform as possible. This rate may or may not be the sustainable yield of the well. Sustainable yield does not include the reservoir of the well casing. Section 8: Remarks Section 9: Well Log Geologic Source Unassigned From To Description 0 10 SOILS & CLAYS 10 45 CLAYBOUND SAND & GRAVELS WET 45 48 CLEANER SAND & GRAVELS 48 64 SANDY CLAY 64 82 SOFT SANDSTONE WATER 82 84 CLAYBOUND GRAVELS WATER Driller Certification All work performed and reported in this well log is in compliance with the Montana well construction standards. This report is true to the best of my knowledge. Name: Company:VAN DYKEN DRILLING INC 226 10/15/2014 Montana's Ground-Water Information Center (GWIC) | Site Report | V.11.2014 http://mbmggwic.mtech.edu/sqlserver/v11/reports/SiteSummary.asp?gwicid=220474&agency=mbmg&reqby=M&1/2 MONTANA WELL LOG REPORT Other Options This well log reports the activities of a licensed Montana well driller, serves as the official record of work done within the borehole and casing, and describes the amount of water encountered. This report is compiled electronically from the contents of the Ground Water Information Center (GWIC) database for this site. Acquiring water rights is the well owner's responsibility and is NOT accomplished by the filing of this report. Go to GWIC website Plot this site on a topographic map View scanned well log (2/13/2007 10:44:51 AM) Site Name: ROSA ENTERPRISE GWIC Id: 220474 Section 1: Well Owner(s) 1) ROSA ENTERPRISE (MAIL) PO BOX 11113 BOZEMAN MT 59719 [06/23/2005] Section 2: Location Township Range Section Quarter Sections 01S 05E 35 SW¼ NW¼ County Geocode GALLATIN Latitude Longitude Geomethod Datum 45.7083 111.0803 NAV-GPS WGS84 Ground Surface Altitude Method Datum Date Addition Block Lot Section 3: Proposed Use of Water IRRIGATION (1) Section 4: Type of Work Drilling Method: ROTARY Status: NEW WELL Section 5: Well Completion Date Date w ell completed: Thursday, June 23, 2005 Section 6: Well Construction Details Borehole dimensions From To Diameter 0 113 6 Casing From To Diameter Wall Thickness Pressure Rating Joint Type -1.5 110 6 0.250 WELDED STEEL Completion (Perf/Screen) From To Diameter # of Openings Size of Openings Description 110 113 6 OPEN BOTTOM Annular Space (Seal/Grout/Packer) From To Description Cont. Fed? 0 0 BENTONITE Y Section 7: Well Test Data Total Depth: 113 Static Water Level: 18 Water Temperature: Air Test * 24 gpm with drill stem set at 100 feet for 2 hours. Time of recovery 0.75 hours. Recovery water level 18 feet. Pumping water level feet. * During the well test the discharge rate shall be as uniform as possible. This rate may or may not be the sustainable yield of the well. Sustainable yield does not include the reservoir of the well casing. Section 8: Remarks Section 9: Well Log Geologic Source Unassigned From To Description 0 2 TOPSOIL 2 8 RED SANDY CLAY 8 13 SANDY GRAVEL 13 50 SANDY BROWN CLAY 50 62 CLAYBOUND GRAVEL 62 73 SANDY BROWN CLAY 73 82 CLAYBOUND GRAVEL 82 108 SANDY BROWN CLAY AND SMALL GRAVEL STRINGERS 108 113 SMALL GRAVELS Driller Certification All work performed and reported in this well log is in compliance with the Montana well construction standards. This report is true to the best of my knowledge. Name: Company:BRIDGER DRILLING INC License No:WWC-560 227 10/15/2014 Montana's Ground-Water Information Center (GWIC) | Site Report | V.11.2014 http://mbmggwic.mtech.edu/sqlserver/v11/reports/SiteSummary.asp?gwicid=243484&agency=mbmg&reqby=M&1/2 MONTANA WELL LOG REPORT Other Options This well log reports the activities of a licensed Montana well driller, serves as the official record of work done within the borehole and casing, and describes the amount of water encountered. This report is compiled electronically from the contents of the Ground Water Information Center (GWIC) database for this site. Acquiring water rights is the well owner's responsibility and is NOT accomplished by the filing of this report. Go to GWIC website Plot this site on a topographic map Site Name: ARMKENCHT STEVE GWIC Id: 243484 DNRC Water Right: C30043137 Section 1: Well Owner(s) 1) ARMKENCHT, STEVE (MAIL) P.O. BOX 11537 BOZEMAN MT 59719 [05/12/2008] 2) ARMKENCHT, STEVE (WELL) 2811 BLACKBIRD DRIVE BOZEMAN MT 59718 [05/12/2008] Section 2: Location Township Range Section Quarter Sections 01S 05E 35 SW¼ NW¼ County Geocode GALLATIN Latitude Longitude Geomethod Datum 45.7083 111.0792 NAV-GPS WGS84 Ground Surface Altitude Method Datum Date Addition Block Lot Section 3: Proposed Use of Water IRRIGATION (1) Section 4: Type of Work Drilling Method: ROTARY Status: NEW WELL Section 5: Well Completion Date Date w ell completed: Monday, May 12, 2008 Section 6: Well Construction Details Borehole dimensions From To Diameter 0 60 6 Casing From To Diameter Wall Thickness Pressure Rating Joint Type 1.5 58.5 6 0.25 WELDED A53B STEEL There are no completion records assigned to this w ell. Annular Space (Seal/Grout/Packer) From To Description Cont. Fed? 0 20 BENTONITE Y Section 7: Well Test Data Total Depth: 60 Static Water Level: 14 Water Temperature: Air Test * 34 gpm with drill stem set at 50 feet for 0.5 hours. Time of recovery 0.5 hours. Recovery water level 14 feet. Pumping water level feet. * During the well test the discharge rate shall be as uniform as possible. This rate may or may not be the sustainable yield of the well. Sustainable yield does not include the reservoir of the well casing. Section 8: Remarks Section 9: Well Log Geologic Source Unassigned From To Description 0 7 BROWN STICK CLAY 7 19 BLACK SAND AND SMALL GRAVELS 19 43 CLAY BOUND GRAVELS 43 48 GRAVELS AND SAND 48 57 BROWN CLAY AND GRAVELS 57 60 CEMENTED GRAVELS Driller Certification All work performed and reported in this well log is in compliance with the Montana well construction standards. This report is true to the best of my knowledge. Name:CURT SAMPSON Company:BRIDGER DRILLING INC License No:WWC-560 Date Completed:5/12/2008 228 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. h BOZEMAN, MT 59715 h 406‐581‐3319 h www.g‐e‐i.net 204 N. 11th Ave., Bozeman, MT 59715 (406) 581-3319 www.g-e-i.net Page 1 of 2 Internal Traffic Generation Cattail Properties PLANNED UNIT DEVELOPMENT CHECKLIST B.7 Traffic Introduction Since these lots were already part of the existing and approved subdivision ‐ Cattail Creek Phase 2A and 2BA, the traffic impacts associated with these lots for the given land use and density have already been reviewed. The proposed Cattail Townhome Project actually reduces the number of allowable units for the 87 down to just 50. As the result of previous review and this reduction, a partial waiver from the traffic impact study was granted as off site impacts have been accounted for. The planning department requested that a local review be completed that included a description of interior street function, accounting of daily trips, emergency access and the identified parking function. Description of Street Function The west most City Street “A” is a standard City of Bozeman 31 feet back of curb to back of curb street section in a standard 60 foot right of way. It has 5 foot sidewalks and terraces on both sides in their standard locations and provides connectivity in a north to south fashion while providing access to undeveloped lands to the south. This street will be maintained by the City. Its purpose is to provide frontage and daily access for almost 20 lots. The PUD Street “B” is a 31 feet back of curb to back of curb street section in a non‐standard 42 foot right of way. It has 5 foot sidewalks on both sides of the street immediately adjacent to the curb and gutter with no terraces. This street will be maintained by the Home Owner’s Association. Its purpose is to provide frontage and daily access for 19 lots and will feed them to Street “A” or Blackbird Drive. The north most Alley “A” is a 22 foot inverted crown section in a 22 foot right of way and will be maintained by the Home Owner’s Association. Its purpose is to provide rear yard daily access for 16 rear loaded lots and will feed them to Street “A” or Blackbird Drive. Alley “B” is a 22 foot inverted crown section in a 22 foot right of way and will be maintained by the Home Owner’s Association. Its purpose is to provide rear yard daily access for 8 rear loaded lots and will feed them to PUD Street “B” or Alley “A”. Traffic Generation A basic trip generation analysis was performed to determine anticipated future traffic volumes from the proposed development using the trip generation rates contained in Trip Generation (Institute of Transportation Engineers, 8th Edition). The rates are the national standard and are based on the most current information available to planners. The proposed development consists of 50 townhouse lots. According to the 8th Edition of Trip Generation, the AM Peak Hour Trip Ends Per Unit are 0.44 and the PM Peak Hour Trip Ends Per Unit are 0.52. The weekday trip ends per unit rate is 5.81. Total AM Peak Hour Trip Ends 50 units x 0.44 = 22 trip ends 229 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 2 of 2 Total PM Peak Hour Trip Ends 50 units x 0.52 = 26 trip ends Total Weekday Trip Ends 50 units x 5.81 = 291 trip ends Average Daily Trips 50 units x 10 = 500 trips The Average Daily Trips are distributed throughout the project as seen in Exhibit T‐1. The maximum number of daily trips of 200 ADT will likely be experienced at the intersection of Street “A” and Cattail Street. This is a reasonable number of trips and the level of service of the access and interior roads will not be degraded. For reference, another approved project within this same subdivision on Typha Court, just immediately adjacent to Cattail Townhome’s west boundary has an ADT of 240 trips per day which exceeds this project’s maximum level. Emergency Access The interior road intersection were designed using the WB‐40 turning template. This template demonstrates the turning radius and wheel paths of the typical emergency response vehicle for the City of Bozeman. All intersections can safely pass the design vehicle without leaving the right of way or causing property damage. The turning template graphic results at each intersection can be seen on Exhibit T‐1. Parking Function All City of Bozeman parking requirements have been met by means of on‐lot parking, the two parking areas provided, or on‐street parking on “A” Street, Cattail Street and Blackbird Drive. A parking space accounting shall be provided. H:\1097\001\DOCS\PUD Submittal\working folder\F‐traffic‐generation.doc 230 231 232 233 234 235 236 Proposal _________________________________ Adjacent to proposal site and across watercourses, roads*, etc. Within _______ feet of proposal site.12345678910* If road is a state highway, also include Montana Department of Transportation in property owner list. Page _____ of ______ (If additional pages of this form are needed, download the file entitled "Adjoiner List".)Adjoiner List-051306/13✔✔200S1/2,N1/2,NW1/4,SW1/4, SEC 35, T01S, R05ERONALD D. AAFEDT PO BOX 375, HARDIN, MT 59034-0375PARK D,E & F PLAT J-369 CATTAIL CREEK SUB. PH 2A & 2B.PO BOX 11842, BOZEMAN, MT 59719Unit 2802, LOT 14, BLOCK 9, PLAT J-369 - BLACKCAT CONDOEDMUND J. & MARY J. GREER2802 BLACKBIRD DR., BOZEMAN, MT 59718-8949UNIT 2806, LOT 14, BLOCK 9, PLAT J-369 - BLACKCAT CONDOEDWARD M. & SANDRA J. THOMAS2806 BLACKBIRD DR., BOZEMAN, MT 59718-8949CATKIN CONDOSSTEVEN R. ARMKNECHT P.O. BOX 11537, BOZEMAN, MT 59719-1537UNIT 1, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDOJAMES W. & SANDRA B. JESSEN50 TELEMARK DR. MANKATO, MT 56001-4100UNIT 2, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDOERIC W. BURDETTE 3010 BECK DRIVE, BOZEMAN, MT 59718-9731UNIT 3, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDOEMORY J. & TERESA M. JESSEE1732 ELK ST., STEVENS POINT, WI 54481-3540UNIT 4, LOT 6 , BLOCK 17, PLAT J-369, CANYON VILLAGE CONDOM. GABRIELLE & ELIZABETH G. HALL1623 CONCORD DR, CHARLOTTESVILLE, VA 22901-3117UNIT 5, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDOBENNY J. & CYNTHIA D. SHILLING3500 WOLF RUN, FAIRBANKS, AK 99709-366414237 Proposal _________________________________ Adjacent to proposal site and across watercourses, roads*, etc. Within _______ feet of proposal site.12345678910* If road is a state highway, also include Montana Department of Transportation in property owner list. Page _____ of ______ (If additional pages of this form are needed, download the file entitled "Adjoiner List".)Adjoiner List-051306/13✔✔200UNIT 6, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDOBILL A. & MARISSA M. MILLER11755 HWY 18, HOT SPRINGS, SD 57747-7515UNIT 7, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDOEDWARD C. & EDWARD T. KOEHLER4143 CATTAIL STREET, UNIT D, BOZEMAN, MT 59718UNIT 8, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDO JOHN J. & JAYNEE R. HANSEN3143 CATTAIL STREET, UNIT C, BOZEMAN, MT 59718-7187UNIT 9, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDOSTEIN FAMILY TRUST 551 GROVE LANE, SANTA BARBARA, CA 93105UNIT 10, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDOJAMI A HOUSMAN 3143 CATTAIL, UNIT A, BOZEMAN, MT 59718-7187UNIT 11, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDOGS II, LLC 519 WEST MENDENHALL ST, BOZEMAN, MT 59715-3450UNIT 12, LOT 6, BLOCK 17, PLAT J-369, CANYON VILLAGE CONDONIEDENS BROADWATER, LLC214 SILVER CLOUD CIR., BOZEMAN, MT 59715-0631LOT 4, BLOCK 17, PLAT J-369 DUWANE SAND 398 BAYERS LANE, TWIN BRIDGES, MT 59754-9602UNIT 1, EASTWIND CONDO KEN C. & KAREN L. BARNHARDT121 GRAF ST., BOZEMAN, MT 59715-6104UNIT 2, EASTWIND CONDO TIMOTHY B. & ALLYSON K. HOOFPO BOX 835, CUTBANK, MT 59427-083524238 Proposal _________________________________ Adjacent to proposal site and across watercourses, roads*, etc. Within _______ feet of proposal site.12345678910* If road is a state highway, also include Montana Department of Transportation in property owner list. Page _____ of ______ (If additional pages of this form are needed, download the file entitled "Adjoiner List".)Adjoiner List-051306/13✔✔200UNIT 2714A, LOT 7, BLOCK 17, PLAT J-369, CORNERSTONE CONDOBRENT R. & CALLAN M. NAGY2714 FEN WAY, APT A, BOZEMAN, MT 59718-7367UNIT 2714B, LOT 7, BLOCK 17, PLAT J-369, CORNERSTONE CONDOTENEEA HYAMS 26 NORTH PLUM CREST CIRCLE, SPRING, TX 77382-5723UNIT 2714C, LOT 7, BLOCK 17, PLAT J-369, CORNERSTONE CONDOKATHRYN A. BUSHNELL 2714 FEN WAY, APT C, BOZEMAN, MT 59718-7367UNIT 2728A, LOT 7, BLOCK 17, PLAT J-369, CORNERSTONE CONDOCHRISTIAN GURLEY 2728 FEN WAY, APT A, BOZEMAN, MT 59718 UNIT 2728B, LOT 7, BLOCK 17, PLAT J-369, CORNERSTONE CONDOSTEPHAN PATRICK YOUNG 2728 FEN WAY, UNIT B, BOZEMAN, MT 59718UNIT 2728C, LOT 7, BLOCK 17, PLAT J-369, CORNERSTONE CONDOANNE WANGSGARD & CRAIG GAGNE65 DRIFTER DR., BOZEMAN, MT 59718UNIT 2728D, LOT 7, BLOCK 17, PLAT J-369, CORNERSTONE CONDOSEAN F. & ELIZABETH A. SMITH13 WITHERSPOON ST, WHITE HOUSE STATION, NJ, 08889-3911UNIT 13, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDOBRIAN KILBURN 2608 TYPHA CT., UNIT 13, BOZEMAN, MT 59718-7179UNIT 14 & 15, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDOGARRETT & EMILY KRUSHEFSKI3209 LILY DR., BOZEMAN, MT 59718-6089UNIT 16, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDOFRAISER DANFORTH OPEL 2420 NW QUIMBY ST., APT 10, PORTLAND, OR 97210-266134239 Proposal _________________________________ Adjacent to proposal site and across watercourses, roads*, etc. Within _______ feet of proposal site.12345678910* If road is a state highway, also include Montana Department of Transportation in property owner list. Page _____ of ______ (If additional pages of this form are needed, download the file entitled "Adjoiner List".)Adjoiner List-051306/13✔✔200UNIT 17, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDOJULIA B. ROBERTS 2642 TYPHA CT., UNIT 17, BOZEMAN, MT 59718-7180UNIT 18, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDODANIEL G. & DAWN M. MILLER638 MCCOY RD, BELT, MT 59412-8246UNIT 19, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDOERICA N. & GWENETTE L. PERRY2642 TYPHA CT., UNIT 19, BOZEMAN, MT 59718-7180 UNIT 20, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDOJEFFREY D. & NANCY E. BINGMANPO BOX 160003, BIG SKY, MT 59716-0003UNIT 21, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDOCHARLES JOHN TURNER PO BOX 11676, BOZEMAN, MT 59719-1676UNIT 22, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDOLAVERNE SORENSON 2694 TYPHA CT., UNIT 22, BOZEMAN, MT 59718-7181UNIT 23, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDOJACKIE A. KASTELITZ 2694 TYPHA CT., UNIT 23, BOZEMAN, MT 59718-7181UNIT 24, LOT 2, BLOCK 10, PLAT J-369, WHISPERING PINES CONDOLINDA YADER CLARK TRUSTPO BOX 524, BOZEMAN, MT 51771-052444240 241 242 243 244 245 246 PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PLPLPLLOT 2BLOCK 10PARK EPARK FLOT 6BLOCK 17LOT 5BLOCK 1713 ON STREET PARKING SPACES2 O N S T R E E T P A R K IN G S PA C E S 13 ON STREET PARKING SPACES3 ON STREET PRK'G SPACESEXTEND SIDEWALKAND CURB & GUTTERTO PARK SOUTHPROPERTY LINETO FUTUREDEVELOPMENTPLPLPLPLPLPLPLPLPLPL9 0 '-0 "1 5 '-0 "8 0 '-0 "2 2 '-0 "A L L E Y P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L 12345678910113132333435363712131614171819202122232425262728293038394041424344454647484950PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL2 0 '-0 "4 5 '-0 "1 5 '-0 "5 5 '-0 "5'-0"PLPLPL5'-0"22'-0"PLPLPLPLPLPL15'-0"54'-6"20'-0"14'-6"60'-0" R.O.W.20'-0"47'-0"15'-0"15'-0"52'-0"20'-0"PLPL35'-0"37'-0"35'-0"2 0 '-0 "35'-0"52'-0"15'-0"20'-0"35'-0"5 ' SI D E W A L K 5' SIDEWALK5' SIDEWALK5' SIDEWALK89'-6"5' SIDEWALK9G89M9MG2889S8MG5989M838MG2312345615PLPL81011121398MG999MG8M89MG8959589M93828952G292959MG9S5'-0"15'-0"87'-0"42'-0" R.O.W5'-0"5'-0"STREET 'B'STREET 'A'ALLEY 'B'ALLEY 'A'CATTAIL STREETBLACKBIRD DRIVELOT 3 &4BLOCK 10R-3R-3R-3R-3R-3R-331'-0"31'-0"12'-0"UTIL.EAS.35'-0"87'-0"82'-0"9MG9G57PLPLEXIST. TRAILEXIST. TRAIL5' SIDEWALK5' SIDEWALK111111 SNOW STORAGE AREALEGEND11160'-0" R.O.W.12240' VISION TRIANGLE315' VISION TRIANGLE322334COVERED BUS STOP5MAIL BOXES456WELL HOUSE677SUBDIVISION SIGN1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALLBURIED UTILITIES PRIOR TO THE BEGINNING OFCONSTRUCTION.2. COORDINATE UTILITY HOOKUPS WITH CITY AND NEIGHBORINGPROPERTY OWNERS TO NOTIFY THEM OF THE ACTIVITY ANDANTICIPATED DURATION.3. COORDINATE DELIVERY TIMES TO AVOID CONFLICT WITHFACILTY TRAFFIC OPERATION TIMES.4. SEE GEOTECHNICAL REPORT FOR SOILS AND FILLINFORMATION.5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINESFROM THE EASEMENT LINE TO THE BUILDINGS ARE THERESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THISPROJECT.6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THEEASEMENT LINE TO THE BUILDINGS ARE THE RESPONSIBILITYOF THE UTILITY CONTRACTOR FOR THIS PROJECT.7. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTINGSEWER AT SERVICE CONNECTION POINT TO VERIFYADEQUATE FALL FOR SEWER SERVICE.8. A STREET CUT PERMIT SHALL BE OBTAINED PRIOR TOCUTTING ANY PUBLIC STREET.9. ALL CONDUIT FOR STREET AND PARKING LOT LIGHT(S) SHALLBE UL LISTED CONDUIT FOR ELECTRICAL USE AND SHALL BEGREY OR RED SHEDULE 40 PVC.10. NOTE STREET TREES, BIKE RACKS AND TRASH CANSLOCATED ALONG STREET EDGE SHALL BE CENTERED ON THECONCRETE SCORING LINES.11. ALL EXTERIOR SIDEWALKS/CONC. PADS, SLABS TO BE 4"THICK AND SLOPE AWAY @ 1/4" PER FOOT W/ MEDIUM BROOMFINISH. ALL CONC. APPROACHES, APRONS, PADS AND DRIVESTO BE USED FOR VEHICULAR TRAFFIC TO BE 5" MIN.THICKNESS AND 6" MIN. THICKNESS FOR HEAVY TRUCKTRAFFIC W/ MEDIUM BROOM FINISH.12. WARP CONCRETE WALKS TO SLABS OR @ FLOOR LEVELENTRY @ 1/8" PER FT. AND TO MEET ACCESSIBILITYREQUIREMENTS.13. CONCRETE SIDEWALKS & PAVING SHALL HAVE 6X6 2.1/2.1WWF REINFORCING UNLESS INDICATED OTHERWISE.14. ALL FLATWORK SCORING LINES OR JOINTS SHALL BEHAND-TOOLED (NOT SAW-CUT). SCORING PATTERN FORSIDEWALKS SHALL BE DONE ACCORDING TO THEPRE-ESTABLISHED AND APPROVED PATTERN, DESIGN ANDSPECIFICATIONS.15. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALSAND SHALL HAVE A MINIMUM DEPTH OF 3/4" AND MINIMUMWIDTH OF 1/8".16. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALLP.C.S, P.T.S, CURB RETURNS AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION MATERIAL SHALL EXTENDTHROUGH THE FULL DEPTH OF THE CURB AND GUTTER.17. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINALFORM INSPECTION BY THE CITY ENGINEER OR HISREPRESENTATIVE.18. CONCRETE SHALL BE CLASS M-4000.19. MAINTAIN 5" MIN. CLEARANCE FROM TOP OF FOUNDATION TOGRADE @ FACE OF FOUNDATION.20. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORMTO SECTION 02230 (M.P.W. SPECS., 1996 ED.)21. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OFSECTION 02235 (MPW SPECS, 1996 ED.) FOR CURB ANDGUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BEUSED FOR THE GRAVEL BASE22. SLOPE GRADE FROM BUILDING 3/8"/ FT. FOR 10'-0" MIN .23. LOADING AREAS SHALL BE PROPERLY SIGNED, STRIPED ANDTHE CURB AND GUTTER SHALL BE PAINTED.24. REPAIR RUTS, DEPRESSIONS AND TRENCHES WITHIN THECONSTRUCTION LIMIT LINE TO FINISH ELEVATION & GRADE @CONSTRUCTION LIMIT LINE.25. REMOVE RUBBISH FROM SITE INTO A CONTAINER OR REMOVEFROM SITE ON A DAILY BASIS.26. PREVENT RUBBISH & WASTE MATERIALS FROM BLOWING ONTOADJACENT PROPERTY DURING CONSTRUCTION.27. CONSTRUCTION PERSONNEL ARE TO KEEP THE SITE SAFEDURING CONSTRUCTION.A1.1SITEPLANSCALE:1A1.1SITE PLAN1" = 30'-0"BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.11.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.TOWNHOMESCATTAIL PROPERTIES247 PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLLOT 2BLOCK 10PARK EPARK FLOT 6BLOCK 17BLOCK 17PLPLPLPLPLPLPLPLPLPLP L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L P L 12345678910113132333435363712131614171819202122232425262728293038394041424344454647484950PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL15PLPLSTREET 'B'STREET 'A'ALLEY 'B'ALLEY 'A'CATTAIL STREETBLACKBIRD DRIVELOT 3 &4BLOCK 10R-3R-3R-3R-3R-3R-3PLPLEXIST. TRAILEXIST. TRAIL112233SALES BUILDING AREACONST.STAGINGAREADEV. CONST. SIGNLOCATION1. DEVELOPMENT SALES TRAILER IS TO BE LOCATED IN THE AREADESIGNATED ON LOT 37.2. MODEL HOMES WILL BE CONSTRUCTED ON LOTS 1 AND 2.3. REFER TO PROPOSED DEVELOPMENT SCHEDULE DOCUMENT FORADDITIONAL INFORMATION REGARDING CONSTRUCTION STAGING ANDDEVELOPMENT.4. PRIMARY CONSTRUCTION TRASH CONTAINMENT AND COLLECTION IS TOBE WITHIN THE CONSTRUCTION STAGING AREA.5. REMOVE RUBBISH FROM SITE INTO A CONTAINER OR REMOVE FROMSITE ON A DAILY BASIS.6. PREVENT RUBBISH & WASTE MATERIALS FROM BLOWING ONTOADJACENT PROPERTY DURING CONSTRUCTION.7. CONSTRUCTION PERSONNEL ARE TO KEEP THE SITE SAFE DURINGCONSTRUCTION.A1.1ATEMPORY FACILITIESAND STAGING PLANSCALE:1A1.1SITE PLAN1" = 30'-0"BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.11.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.TOWNHOMESCATTAIL PROPERTIES248 A1.2SITEPLANDETAILSSCALE:1A1.2ADA RAMP 1 DETAIL1/8" = 1'-0"BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.11.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.TOWNHOMESCATTAIL PROPERTIES1'-6"6"8'-6"5'-0"1'-0"6'-0"8'-0"R = 15'-0"1:12RAMPMAX.BACK OFCURBFACE OFCURBCONCRETESIDEWALK, TYP.ASPHALTCROSSWALKEXPANSIONJOINT1' CURBTRANSITION24" DETECTABLEWARNING SURFACE3" GRAVELBASECONTROLJOINT6" CONCRETE REINFORCED WITH 1.5LBS.FIBERMESH/C.Y. OR 6X6X10 GAUGE WIRE MESHSCALE:2A1.2ADA RAMP 2 DETAIL1/8" = 1'-0"6'-0"1:12RAMPMAX.GUTTERFACE OF CURBBACK OF CURBEXPANSIONJOINTCONCRETESIDEWALK, TYP.ASPHALTCROSSWALK1" CURBTRANSITIONGRASS AREAR = 25'-0"24" DETECTABLEWARNING SURFACE3" GRAVELBASE6" CONCRETECONTROLJOINT6" CONCRETE REINFORCED WITH 1.5LBS.FIBERMESH/C.Y. OR 6X6X10 GAUGE WIRE MESHSCALE:3A1.2ADA RAMP 3 DETAIL1/8" = 1'-0"9'-0"4", TYP.SIDEWALKPAINTEDSTRIPE,TYP.ASPHALTPAVINGEDGE OFCURBSIGN5'-0"PAINTEDSYMBOL7A1.2SCALE:6A1.2HANDICAP ACCESS STALL DETAIL1/4" = 1'-0"1'-0"238" O.D. SCHEDULE 40GALV. STEEL POST8" DIA. CONC. BASESIGNS TO MEETMUTCDREQUIREMENTS FORSIZE, REFLECTIVITYAND MTG. HEIGHTREQ'D ONLY AT VANACCESSIBLE SPACESCALE:7A1.2HANDICAP SIGN DETAIL3/4" = 1'-0"9'-0"8'-0"(COMPACT)4", TYP.SIDEWALKPAINTEDSTRIPE, TYP.ASPHALTPAVINGEDGE OF CURBSCALE:8A1.2PARKING STRIPE DETAIL1/4" = 1'-0"1'-6"5'-0"1'-6"ASPHALTCROSSWALK, TYP.EXPANSIONJOINTSCALE:4A1.2CROSSWALK DETAIL1/8" = 1'-0"8"5'-0"4" OF1" MINUS GRAVELUNDISTURBED EARTHOR COMPACTED FILL(1) #3 BAR CONT.8"6x6 W1.4xW1.4W.W.F.4" CONCRETE WALKSCALE:5A1.2TYPICAL SIDEWALK SECTION DETAIL3/4" = 1'-0"3" WASHED ROCKSIDEWALK5'-0" TYP.*1'-0"DRIVEWAY APRON5'-6" TYP.(VARIES)MIN. 6" THICK M-4000 CONCRETE14" PER FOOT SLOPESTREETSURFACECURB &GUTTERUNDISTURBED EARTH ORCOMPACTED FILLDRIVE SURFACESCALE:9A1.2DRIVEWAY SECTION DETAIL3/4" = 1'-0"1'-6"6"8'-6"5'-0"1'-0"6'-0"8'-0"R = 15'-0"1:12RAMPMAX.BACK OFCURBFACE OFCURBCONCRETESIDEWALK, TYP.ASPHALTCROSSWALKEXPANSIONJOINT1' CURBTRANSITION24" DETECTABLEWARNING SURFACE3" GRAVELBASECONTROLJOINT6" CONCRETE REINFORCED WITH 1.5LBS.FIBERMESH/C.Y. OR 6X6X10 GAUGE WIRE MESH249 A1.3DETAILSSCALE:1A1.3PUMP HOUSE PLAN1/2" = 1'-0"BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.12.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.TOWNHOMESCATTAIL PROPERTIES6'-0"LAP SIDINGBOARD & BATT2x4 CORNERTRIMLAP SIDINGBOARD & BATT2x4 CORNERTRIMASPHALTSHINGLEROOFSCALE:3A1.3PUMP HOUSE SIDE1/2" = 1'-0"SCALE:2A1.3PUMP HOUSE FRONT1/2" = 1'-0"5'-0"2'-0"CATTAILPROPERTIES2'-0"STONEMTL SIGNSCALE:4A1.3ENTRY SIGN FRONT3/4" = 1'-0"SCALE:5A1.3ENTRY SIGN SIDE3/4" = 1'-0"250 21'-0"8'-0"10'-0"31'-0"4'-0"45'-0"9'-0"19'-0"29'-0"104KITCHEN107GARAGE2-CAR106MECH.102ROOMLIVING101ENTRY103DINING22'-1"PANTRYDW+36"+42"UP36"REF.R&SSHELVESSHELVESR&SDESK105STAIR21'-0"8'-0"2'-0"20'-3"43'-0"12'-512"15'-612"29'-0"202ROOM #2BED-8'-0"204BATH206BEDROOMMASTER208BATHMASTER207CLOSETMASTER105STAIR201HALLQK 203ROOM #3BED-D 205OFFICE12'-9"1'-0"DN.LINEN32"x66"SHOWER/TUBCOMBOR&SR&SR&SR&SSTACKW/D+36"+48"BENCHR&SR&S R&SR&SR&S+36"+48"LINENABOVER&SA2.1CONCEPTUAL SCHEMATICMAIN & UPPERFLOOR PLANMAIN FLOORUPPER FLOORTOTALGARAGETOTAL692 S.F.987 S.F.1679 S.F.483 S.F.2162 S.F.NET FLOOR AREASCALE:1A2.1CONCEPTUAL SCHEMATIC MAIN FLOOR PLAN - MODEL 21/4" = 1'-0"BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.11.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.MODEL 2CATTAIL PROPERTIESSCALE:2A2.1CONCEPTUAL SCHEMATIC UPPER FLOOR PLAN - MODEL 21/4" = 1'-0"251 21'-0"9'-0"6'-0"28'-0"47'-0"13'-0"15'-0"30'-0"UPK101GARAGE2-CAR105PWDR.108ROOMLIVING109ENTRY104STAIRS107BEDROOMMASTER106BATHMASTER12'-0"2'-0"22'-1"103DININGLINENR&SR&SR&S102KITCHENDW+36"36"REF.1'-0"LINENBENCHPANTRYR&S+36"DN.28'-0"11'-512"11'-0"46'-0"QQ204ROOM #2BED-202BATH104STAIRS205MECH.203ROOM #3BED-201HALL21'-0"9'-0"11'-612"2'-0"30'-0"12'-0"206LAUNDRYSTACKW/DLINEN207OFFICE32"x66"SHOWER/TUBCOMBOLINENR&SR&SR&SR&SA2.1CONCEPTUAL SCHEMATICMAIN & UPPERFLOOR PLANMAIN FLOORUPPER FLOORTOTALGARAGETOTAL834 S.F.729 S.F.1563 S.F.483 S.F.2046 S.F.NET FLOOR AREASCALE:1A2.1CONCEPTUAL SCHEMATIC MAIN FLOOR PLAN - MODEL 31/4" = 1'-0"BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.7.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.MODEL 3CATTAIL PROPERTIESSCALE:2A2.1CONCEPTUAL SCHEMATIC UPPER FLOOR PLAN - MODEL 31/4" = 1'-0"252 118BATHSUITE #1117ROOMPWDR.116BEDROOMSUITE #1114STAIRS112KITCHEN113GARAGE2-CAR120ENTRY119ROOMLIVING14'-1012"4'-0"19'-0"47'-0"21'-0"8'-0"111DININGUP14'-112"30'-0"12'-212"5"10'-0"14'-0"2'-3"1'-0"1'-0"2'-0"QDW36" REF.R&SR&SLINENBENCHQ30'-0"47'-0"19'-0"21'-0"6'-8"8'-0"512"9'-512"202ROOM #2BED-204ROOM #3BED-203#2BATH103STAIRS201HALL206MECH.DN.11'-0"19'-0"3'-0"STACKW/DQ205#3W.I.C.K32"x66"SHOWER/TUBCOMBOLINEN+36"R&SR&SR&SR&SR&SR&SR&SR&S+36"LINENABOVE32"x66"SHOWER/TUBCOMBO4'-0"13'-1012"207#4W.I.C.208#4BEDROOM 209#4BATH1'-0"A2.1CONCEPTUAL SCHEMATICMAIN & UPPERFLOOR PLANMAIN FLOORUPPER FLOORTOTALGARAGETOTAL828 S.F.980 S.F.1808 S.F.483 S.F.2291 S.F.NET FLOOR AREASCALE:1A2.1CONCEPTUAL SCHEMATIC MAIN FLOOR PLAN - MODEL 51/4" = 1'-0"BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.7.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.MODEL 5CATTAIL PROPERTIESSCALE:2A2.1CONCEPTUAL SCHEMATIC UPPER FLOOR PLAN - MODEL 51/4" = 1'-0"253 21'-0"8'-0"6'-0"21'-0"3'-0"44'-0"11'-0"19'-0"30'-0"124KITCHEN125GARAGE2-CAR126MECH.127ROOMLIVING128ENTRY129DINING22'-1"14'-0"104ROOMPWDR.103STAIRSUPDWPANTRY36"REF.+36" +42"R&SQ30'-0"44'-0"2'-0"14'-0"3'-0"21'-0"8'-0"203ROOM #2BED-204ROOM #3BED-203#2BATH103STAIRS201HALL11'-6"18'-6"Q207#2W.I.C.209#3W.I.C.Q21'-0"1'-0"4'-0"32"x66"SHOWER/TUBCOMBO208BATHMASTERBENCH+36"+48"LINENABOVELINENABOVESTACKW/DSHELVESR&SR&SR&SR&SR&SR&S+36"3'-0"R&SA2.1CONCEPTUAL SCHEMATICMAIN & UPPERFLOOR PLANMAIN FLOORUPPER FLOORTOTALGARAGETOTAL725 S.F.909 S.F.1634 S.F.483 S.F.2117 S.F.NET FLOOR AREASCALE:1A2.1CONCEPTUAL SCHEMATIC MAIN FLOOR PLAN - MODEL 81/4" = 1'-0"BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.7.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.MODEL 8CATTAIL PROPERTIESSCALE:2A2.1CONCEPTUAL SCHEMATIC UPPER FLOOR PLAN - MODEL 81/4" = 1'-0"254 21'-0"8'-0"6'-0"20'-6"2'-0"43'-0"13'-0"17'-0"30'-0"101GARAGE2-CAR105ENTRY106DINING22'-1"14'-6"103ROOMPWDR.102STAIRSUPR&SPANTRYDW36" REF.107KITCHENQ30'-0"43'-0"6'-0"16'-6"21'-0"8'-0"202ROOM #2BED-204ROOM #3BED-103STAIRS201HALL10'-6"19'-6"QQ20'-6"1'-0"103STAIRS205MECH.208BATHMASTER32"x66"SHOWER/TUBCOMBOBENCH+36"+48"LINENABOVESTACKW/DR&S R&S R&SR&SR&SR&SR&SR&SLINENABOVE+36"R&SR&SR&S207BEDROOMMASTER206W.I.C.MASTERA2.1SCHEMATIC CONCEPTUALMAIN & UPPERFLOOR PLANMAIN FLOORUPPER FLOORTOTALGARAGETOTAL707 S.F.980 S.F.1687 S.F.483 S.F.2170 S.F.NET FLOOR AREASCALE:1A2.1CONCEPTUAL SCHEMATIC MAIN FLOOR PLAN - MODEL 91/4" = 1'-0"BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.7.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.MODEL 9CATTAIL PROPERTIESSCALE:2A2.1CONCEPTUAL SCHEMATIC UPPER FLOOR PLAN - MODEL 91/4" = 1'-0"255 EL. 100'-0"T.O.SLABEL. 109'-1"T.O.PL.EL. 110'-1 5/8"T.O.SUBFLREL. 118'-2 5/8"T.O.PL.9'-1"8'-0"1'-058"8'-1"7'-0"1'-1"1'-1"SHAKESASPHALT SHINGLE ROOFFASCIAEXPOSED RAFTER TAILSLAP SIDINGPRIVACY SCREENEL. 103'-0"T.O.RAILTRIM BANDKNEEBBRACEJAMB TRIM, TYP.HEAD TRIM, TYP.SILL TRIM, TYP124124124124EL. 100'-0"T.O.SLABEL. 109'-1"T.O.PL.EL. 110'-1 5/8"T.O.SUBFLREL. 118'-2 5/8"T.O.PL.9'-1"8'-0"1'-058"8'-1"7'-0"1'-1"1'-1"SHAKESASPHALT SHINGLE ROOFFASCIAEXPOSED RAFTER TAILSLAP SIDINGPRIVACY SCREENEL. 103'-0"T.O.RAILTRIM BANDKNEEBBRACEJAMB TRIM, TYP.HEAD TRIM, TYP.SILL TRIM, TYPCORNER TRIM, TYP124124EL. 100'-0"T.O.SLABEL. 109'-1"T.O.PL.EL. 110'-1 5/8"T.O.SUBFLREL. 118'-2 5/8"T.O.PL.9'-1"8'-0"1'-058"8'-1"7'-0"1'-1"1'-1"SHAKESKNEEBRACETRIM BANDFASCIAASPHALT SHINGLE ROOFFLY RAFTERCORNER TRIMFASCIAEXPOSED RAFTER TAILSLAP SIDING12412412412424'-5"BUILDING PROFILE @ PARTY WALLLOW-SLOPE EPDM ROOFEL. 100'-0"T.O.SLABEL. 109'-1"T.O.PL.EL. 110'-1 5/8"T.O.SUBFLREL. 118'-2 5/8"T.O.PL.9'-1"1'-058"8'-1"A3.1CONCEPTUAL SCHEMATICEXTERIOR ELEVATIONSSCALE:2A3.1CONCEPTUAL SCHEMATIC - SIDE ELEVATION1/4" = 1'-0"SCALE:1A3.1CONCEPTUAL SCHEMATIC - FRONT ELEVATION1/4" = 1'-0"BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.12.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.MODEL 9CATTAIL PROPERTIESSCALE:3A3.1CONCEPTUAL SCHEMATIC - REAR ELEVATION1/4" = 1'-0"SCALE:4A3.1CONCEPTUAL SCHEMATIC - SIDE ELEVATION1/4" = 1'-0"256 A3.1EXTERIORELEVATIONSSCALE:1A3.1NORTH AERIAL VIEWN.T.S.BAYLISS WARD# 1697Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.12.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.TOWNHOMESCATTAIL PROPERTIESSCALE:2A3.1WEST AERIAL VIEWN.T.S.SCALE:3A3.1EAST AERIAL VIEWN.T.S.257 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. h BOZEMAN, MT 59715 h 406‐581‐3319 h www.g‐e‐i.net 204 N. 11th Ave., Bozeman, MT 59715 (406) 581-3319 www.g-e-i.net Page 1 of 1 SOILS Cattail Properties SITE PLAN CHECKLIST B.14 – Soils An NRCS Soils report was created for the subject property from the NRCS Web Soil Survey website. The soils report showed that two soil types were present on the subject property, 509B Enbar Loam, and 510B Meadowcreek Loam. 509B – Enbar Loam The typical profile has approximately 2’ of loam on top of 2’ of sandy loam, all on top of a very gravelly loamy sand. The typical depth to groundwater from the soils report is 2’‐4’. 510B – Meadowcreek Loam The typical profile has approximately 1’ of loam on top of 1’ of silt loam, all on top of a very gravelly sand. The typical depth to groundwater from the soils report is 2’‐4’. The Physiological tab includes the section of the soils report that describes the suitability of the soils for the intended construction and proposed landscaping. The results are summarized below. a. According to the NRCS Web Soil Survey, the site ranges from limited to not limited for the intended use of structures without basements. The survey states flooding, groundwater and shrink swell as possible negative factors. The site has been previously analyzed for flood hazard as part of the Cattail Creek Subdivision application and the foundation will be designed taking into account the high groundwater. The planned foundations are to be slab‐on‐grade so high groundwater will not be an issue. The Web Soil Survey list the subject property as somewhat limited in terms of its ability to provide for landscaping. Since the site will have City water and irrigation systems, this limit rating will not affect the ability to successfully have onsite landscaping. H:\1097\001\DOCS\PUD Submittal\working folder\K‐narrative.doc 258 259 260 261 262 263 264 265 266 PROPOSED LAND USE ALLOCATIONS LOT # USE LOT AREA (SF) FLOOR AREA (SF) % OF TOTAL SITE AREA 1 TOWNHOUSE 3,162.00 834 26.38% 2 TOWNHOUSE 3,150.00 702 22.29% 3 TOWNHOUSE 3,150.00 707 22.44% 4 TOWNHOUSE 3,150.00 702 22.29% 5 TOWNHOUSE 3,150.00 725 23.02% 6 TOWNHOUSE 3,150.00 707 22.44% 7 TOWNHOUSE 3,150.00 702 22.29% 8 TOWNHOUSE 3,150.00 828 26.29% 9 TOWNHOUSE 3,150.00 707 22.44% 10 TOWNHOUSE 3,150.00 834 26.48% 11 SINGLE FAMILY 4,742.00 707 14.91% 12 TOWNHOUSE 3,224.00 828 25.68% 13 TOWNHOUSE 3,271.00 702 21.46% 14 TOWNHOUSE 3,038.00 725 23.86% 15 TOWNHOUSE 3,280.00 707 21.55% 16 TOWNHOUSE 3,132.00 702 22.41% 17 TOWNHOUSE 3,045.00 725 23.81% 18 TOWNHOUSE 3,045.00 834 27.39% 19 TOWNHOUSE 2,989.00 702 23.49% 20 SINGLE FAMILY 4,420.00 707 16.00% 21 TOWNHOUSE 3,045.00 707 23.22% 22 TOWNHOUSE 3,045.00 725 23.81% 23 TOWNHOUSE 3,045.00 707 23.22% 24 TOWNHOUSE 3,045.00 725 23.81% 25 TOWNHOUSE 3,045.00 707 23.22% 26 SINGLE FAMILY 3,045.00 828 27.19% 27 TOWNHOUSE 3,045.00 707 23.22% 28 TOWNHOUSE 3,045.00 725 23.81% 29 TOWNHOUSE 3,045.00 725 23.81% 30 TOWNHOUSE 3,062.00 707 23.09% 31 TOWNHOUSE 3,170.00 707 22.30% 32 TOWNHOUSE 3,133.00 725 23.14% 33 TOWNHOUSE 3,133.00 707 22.57% 34 TOWNHOUSE 3,133.00 725 23.14% 35 TOWNHOUSE 3,133.00 725 23.14% 36 TOWNHOUSE 3,133.00 828 26.43% 37 TOWNHOUSE 5,369.00 707 13.17% 38 TOWNHOUSE 2,925.00 707 24.14% 267 39 TOWNHOUSE 2,925.00 828 28.31% 40 TOWNHOUSE 3,034.00 725 23.90% 41 TOWNHOUSE 3,034.00 707 23.30% 42 TOWNHOUSE 3,034.00 707 23.30% 43 TOWNHOUSE 3,034.00 725 23.90% 44 TOWNHOUSE 3,034.00 828 27.30% 45 TOWNHOUSE 2,878.00 707 24.60% 46 TOWNHOUSE 3,804.00 707 18.60% 47 TOWNHOUSE 2,800.00 707 25.25% 48 TOWNHOUSE 2,800.00 725 25.90% 49 TOWNHOUSE 2,800.00 707 25.25% 50 TOWNHOUSE 2,800.00 725 25.90% TOTAL 159,271.00 36679.00 268 SITE AREA SUMMARY TOTAL AREA (SF) % OF SITE BUILDING FOOTPRINT 36,679 16.17% DRIVEWAY AND PARKING 25,183.76 11.10% OPEN SPACE 125,519.47 55.33% PUBLIC STREET 39,471.77 17.40% TOTAL 226,854 100% 269 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. h BOZEMAN, MT 59715 h 406‐581‐3319 h www.g‐e‐i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 8 Storm Water Management Design Report Cattail Townhomes Corner of Cattail Street and Black Bird Dr. Bozeman, Montana October 2014 Prepared By: Genesis Engineering, Inc. GEI Project #: 1097.001.040 Prepared For: Taylor Properties Bozeman, Montana 270 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 2 of 8 Storm Water Management Design Report Table of Contents I. Project Background……………………………………………………………………………………………….. 4 1. Introduction………………………………………………………………………………………………………………. 4 2. Soil and Groundwater……………………………………………………………………………………………….. 4 3. Land Use……………………………………………………………………………………………………………………. 4 II. Existing Conditions…………………………………………………..………………………………………………. 4 1. Drainage Basins and Pre‐Development Peak Flows…………………………………………………… 4 III. Proposed Drainage Plan and Post‐Development Peak Flows…………………………………. 5 1. Major Drainage System…………………………………………………………………………………………….. 6 2. Minor Drainage System…………………………………………………………………………………………….. 6 3. Maintenance…………………………………………………………………………………………………………….. 7 IV. Conclusion………………………………………………………………………………………….……………………. 7 List of Tables Table 1. Estimated Pre‐Development Peak Flows……………………………………………………………………….. 5 Table 2. Estimated Capacity of Existing Drainage Facilities…………………………………………………………. 5 Table 3. Estimated Post‐Development Peak Flows……………………………………………………………………… 5 Table 4. Required Pond Volumes ……………………………………..………………………………………………………… 6 Table 5. Proposed Drainage Facility Capacity……………………………………………………………………………… 6 Appendix A—Calculations Grading and Drainage Exhibits Pre/Post Development Runoff Computations Storm Pond Computations Street & Alley Gutter Flow Modeling List of References City of Bozeman Design Standards and Specifications Policy, March 2004, and all addenda. 271 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 3 of 8 I. Project Background Introduction The Cattail Townhomes Project consists of 50 proposed townhome units on two existing lots (Lots 3 & 4) within the existing Cattail Creek Subdivision. These existing lots are shaded in green in Figure 1 below and consist of approximately 5.21 acres, more specifically located at the corner of Cattail Street and Blackbird Drive in Bozeman, Gallatin County, Montana. This report outlines the storm water analysis conducted for the site and describes the storm water drainage and management facilities necessary for the Cattail Townhomes by state and local regulations. We also explore the capacity of the existing stormwater facilities already provided for and how runoff from the proposed project fits into this existing infrastructure. The storm water plan follows the design standards set forth by the City of Bozeman in Design Standards and Specifications Policy, March 2004 and three subsequent addenda. Soil and Groundwater The NRCS Soil Survey identifies the major soil types on the site as Enbar and Meadow Creek Loams (509B & 510B). These soils belong to hydrologic soil group B as they are comprised primarily of loams and silt loams with moderately high saturated hydraulic conductivity. Land Use The existing land use is high density multifamily with up to 87 units from the original Cattail Creek Subdivision Phases 2A and 2B in 2003. However, the currently proposed use is for only 50 townhome units. 272 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 4 of 8 Figure 1 – Lots 3 and 4 and existing storm pond within the existing Cattail Creek Plat. II. Existing Conditions The Cattail Townhome Project lies south of Cattail Street with Blackbird Drive on the east boundary. The existing land slopes generally to the northeast at a grade of approximately 1.6%. The high point of the property is located on the south west corner of the property. These natural topographic features convey the pre‐development runoff overland into the Cattail Steet and Balckbird Drive curb and gutter systems. The runoff then flows to the east along Cattail Street where it is intercepted by two sets of double “H” storm drain inlets and fed into the existing 8,900 CFT detention pond just north of Cattail Street. This description of the stormwater path is consistent with the storm water masterplan as defined during the Cattail Creek Subdivision process and as‐built plan sheets can be found in the appendix. A post development plan for these two lots was already accounted for in the original Plat submittal and design report complete by TD&H in 2002. Genesis will verify if that the existing stormwater facilities provide the stormwater management required for the most recent proposed development of the subject lots. Figure 2 – Offsite basin A & Regional basin C Figure 3 – Project specific basins B‐1 through B‐4 and Regional Pond in NE corner. 273 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 5 of 8 Drainage Basins and Pre‐development Peak Flows As part of our analysis, Genesis identified the existing offsite drainage basin and the onsite drainage basin onsite as shown on drawings GD1 in Appendix A. The 28 acre off‐site basin stretches from the south boundary of the subject lots to the south, approximately 2300 feet ending at Baxter Lane. Estimates of runoff and their respective calculations for the existing and subareas were completed using the Modified Rational Method. Our large basin model uses a pre‐ development runoff coefficient of 0.55 which represents developed ground cover resulting in more conservative calculations of peak flow bypassing around the subject lots. We will also use a pre‐development C=0.20 for our onsite drainage basins when calculating pre‐development flow rates and detention pond volumes. Genesis looked at many storm events such as the 10‐year, 25‐year and 100‐yr in the analysis of the existing storm water conveyance facilities within the site. A summary of estimated pre‐development peak runoff rates as well as existing drainage facility capacities can be found in Tables 1 and 2. Detailed calculations are available in Appendix A. Table 1. Estimated Pre‐Development Peak Flows Sub Area Description Area Tc Q10 Q25 Q100 (acres) (min) (cfs) (cfs) (cfs) A Offsite Basin 28 70 3.6 4.7 5.7 B‐1 Project Specific Basin 1.0 10 0.4 0.5 0.7 B‐2 Project Specific Basin 3.1 10 1.3 1.5 2.1 B‐3 Project Specific Basin 1.9 10 0.8 0.9 1.2 B‐4 Project Specific Basin 0.4 10 0.2 0.2 0.3 C Regional Pond Basin 12.17 20 2.8 3.3 4.4 III. Proposed Drainage Plan and Estimated Post‐Development Peak Flows The proposed drainage plan shall utilize the existing drainage systems that are currently in place. Genesis’ drainage plan consists of two drainage systems. First, the major drainage system or backbone usually consists of natural streams, site grading, and street conveyance. These facilities are designed to have a much higher conveyance capacity and shall convey the excess runoff from the 100‐year storm without inundating any building structures. Secondly, the minor drainage system(s) fit within the major drainage system and are designed to accommodate moderate and relatively frequent storm events without inconveniencing the public. The minor drainage system is comprised of the curb and gutters, inlets, piping, and shallow swales designed to convey runoff from the 25‐year event, and retention or detention ponds designed for the 10‐year storm event. Table 2 presents a summary of expected post‐development peak flow rates passing through the proposed project. Table 2. Estimated Post‐Development Peak Flows Sub Area Description Area Tc Q10 Q25 Q100 (acres) (min) (cfs) (cfs) (cfs) A Offsite Basin 28 60 9.9 11.7 15.6 B‐1 Project Specific Basin 1.0 10 1.3 1.5 2.0 B‐2 Project Specific Basin 3.1 10 4.0 4.6 6.3 B‐3 Project Specific Basin 1.9 10 2.4 2.8 3.8 B‐4 Project Specific Basin 0.4 10 0.6 0.6 0.9 C Regional Pond Basin 12.17 25 9.8 11.7 15.7 274 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 6 of 8 Major Drainage System The project’s major drainage system is comprised of a natural swale on the south boundary of Lots 3 and 4, the two public streets and alleys, and the existing stream on the east boundary of the park area. Additional grading onsite shall be completed as necessary so that runoff resulting from storm events between the 25‐year and 100‐year will be conveyed down the swale, streets, and alleys without inundating any structures or causing significant erosion. Table 3 has the results of Manning Equation flow calculations for open channel flow in swales and streets. Table 3. Drainage Structure Capacities Structure Type of Contributing Depth Slope Q25post Q100post QCap Passes Flow Subareas (ft) (%) (cfs) (cfs) (cfs) Design Storm South Swale Channel A 1.0 0.5 11.7 15.6 18 Y Street A Street B‐3 0.5 0.6 2.8 3.8 28 Y Alley A & B Street B‐2 0.3 1.0 6.3 6.3 10 Y Cattail Street A + C 0.5 1.2 13.4 18 66 Y Existing HH Inlets Inlets A + C 0.5 1.2 13.4 18 15 Y All existing and proposed drainage structures are adequately sized to convey the large event post‐development runoff that is generated by the Cattail Townhome Subdivision and contributing adjacent areas. Minor Drainage System The proposed minor drainage system includes inverted alleys and city streets with curb and gutter to direct runoff into the existing detention pond. The existing detention pond is located at the north side of Cattail Drive and will attenuate runoff generated by the existing and new site development (Subarea C). The design storm event is the 10‐year event with discharge from the detention pond limited to the 10‐year pre‐ development peak flow rate as designed by TD&H. The City of Bozeman Design Standards and Specifications Policy requires that detention pond volume be adequate to accommodate the difference in peak runoff between the pre‐development and post‐development design storm of 10 years, while retention ponds must contain the entire 10‐year 2‐hour design storm volume. All pond side slopes have been sloped to finished grade at 4H:1V. Figures 4 & 5 – Existing Pond “C” off of Cattail Drive from TD&H as‐builts. 275 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 7 of 8 The existing detention pond can be seen in Figures 4 & 5 above. It has an outlet structure comprised of an arch culvert sized and sloped to only convey only the 10‐year pre‐development flow rate from the design basin. Larger storm events will overtop the weir and safely flow down into the existing drainage way. Genesis used the modified rational method with a basin size of 12.17 acres, a time of concentration of 20 minutes, and a weighted runoff coefficient of C = 0.61. Since the proposed Townhome lots are the last contributing area to develop, we believe the estimate of the weighted runoff coefficient for the entire design basin is very representative of the actual ground cover. Table 4 shows the calculated pond volume compared to the measured pond volume. Table 4. Existing Pond Volumes Pond Type Location Contributing Q10Pre Q10Post Q25Post Volume Subarea (cfs) (cfs) (cfs) (cft) Existing “C” Detention Regional C 2.8 9.8 11.8 8,500 Existing “C” As meas. in the field C 2.8 9.8 11.8 9,200 Therefore the existing detention pond has the available capacity to receive runoff from the proposed Cattail Townhome project as described and still provide the required attenuation before releasing. Maintenance Regular maintenance of storm water facilities is necessary for proper functioning of the drainage system. In general, regular mowing of any grass swales and storage ponds and unclogging of inlets and outlet works will be required to prevent standing water, clogging, and the growth of weeds and wetland plants. More substantial maintenance, such as sediment removal with heavy equipment, may be required in coming decades to restore detention pond volume. All maintenance and repair should be prioritized and scheduled in advance. Inlets & pipes should be visually inspected yearly. Typical maintenance items include removing obstructions, cleaning and flushing pipes, mowing grass and weeds, tree maintenance to prevent limbs from falling and blocking swales, and establishing groundcover on bare ground. IV. Conclusion Our Storm water analysis and calculations indicate that the existing storm water facilities and management plan for the subdivision including the proposed project is adequate to safely convey the 10‐year, 25‐year, and 100‐year storm events and to satisfy state and local regulations for 10‐year peak attenuation utilizing the existing detention pond north of Cattail Drive. H:\1097\001\DOCS\Design\Storm\StormwaterDR.doc 276 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 8 of 8 Appendix A Calculations 277 278 279 280 281 GEI#: DATE: ENGINEER: RAINFALL FREQ =10YR (DURATION = 1) BASIN AREA PRE = 28 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 60.0 MIN 1.00 2 0.36 0.6 0.36 5 0.52 0.64 0.52 PRE‐DEV C = 0.20 10 0.64 0.66 0.64 25 0.78 0.64 0.78 STORM A = 0.64 50 0.92 0.66 0.92 B = 0.66 100 1.01 0.67 1.01 STORM INTENSITY = 0.64 IN/HR PRE‐DEV Qp = 3.58 CFS BASIN AREA POST = 28.00 AC POST‐DEV Tc = 60.0 MIN POST‐DEV C = 0.55 STORM INTENSITY = 0.64 IN/HR POST‐DEV Qp = 9.86 CFS 1097.001 10/24/2014 JRM Subarea A ‐10YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub A-10YR.xls 1 OF 1 PRINTED: 11/5/2014 282 GEI#: DATE: ENGINEER: RAINFALL FREQ =25YR (DURATION = 1) BASIN AREA PRE = 28 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 60.0 MIN 1.00 2 0.36 0.6 0.36 5 0.52 0.64 0.52 PRE‐DEV C = 0.20 10 0.64 0.66 0.64 25 0.78 0.64 0.78 STORM A = 0.78 50 0.92 0.66 0.92 B = 0.64 100 1.01 0.67 1.01 STORM INTENSITY = 0.78 IN/HR PRE‐DEV Qp = 4.37 CFS BASIN AREA POST = 28.00 AC POST‐DEV Tc = 60.0 MIN POST‐DEV C = 0.55 STORM INTENSITY = 0.78 IN/HR POST‐DEV Qp = 12.01 CFS POST‐DEVELOPMENT Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF 1097.001 10/24/2014 JRM Subarea A ‐25YR MODIFIED RATIONAL METHOD H:\1097\001\DOCS\Design\Storm\Sub A-25YR.xls 1 OF 1 PRINTED: 11/5/2014 283 GEI#: DATE: ENGINEER: RAINFALL FREQ = 100 YR (DURATION = 1) BASIN AREA PRE = 28 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 60.0 MIN 1.00 2 0.36 0.6 0.36 5 0.52 0.64 0.52 PRE‐DEV C = 0.20 10 0.64 0.66 0.64 25 0.78 0.64 0.78 STORM A = 1.01 50 0.92 0.66 0.92 B = 0.67 100 1.01 0.67 1.01 STORM INTENSITY = 1.01 IN/HR PRE‐DEV Qp = 5.66 CFS BASIN AREA POST = 28.00 AC POST‐DEV Tc = 60.0 MIN POST‐DEV C = 0.55 STORM INTENSITY = 1.01 IN/HR POST‐DEV Qp = 15.55 CFS POST‐DEVELOPMENT Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF 1097.001 10/24/2014 JRM Subarea A ‐100YR MODIFIED RATIONAL METHOD H:\1097\001\DOCS\Design\Storm\Sub A-100YR.xls 1 OF 1 PRINTED: 11/5/2014 284 GEI#: DATE: ENGINEER: RAINFALL FREQ =10YR (DURATION = 1) BASIN AREA PRE = 0.99 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 0.64 50 0.92 0.66 3.00 B = 0.66 100 1.01 0.67 3.35 STORM INTENSITY = 2.09 IN/HR PRE‐DEV Qp = 0.41 CFS BASIN AREA POST = 0.99 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 2.09 IN/HR POST‐DEV Qp = 1.26 CFS 1097.001 10/24/2014 JRM Subarea B‐1 ‐10YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub B-1-10YR.xls 1 OF 1 PRINTED: 11/5/2014 285 GEI#: DATE: ENGINEER: RAINFALL FREQ =25YR (DURATION = 1) BASIN AREA PRE = 0.99 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 0.78 50 0.92 0.66 3.00 B = 0.64 100 1.01 0.67 3.35 STORM INTENSITY = 2.46 IN/HR PRE‐DEV Qp = 0.49 CFS BASIN AREA POST = 0.99 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 2.46 IN/HR POST‐DEV Qp = 1.48 CFS POST‐DEVELOPMENT Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF 1097.001 10/24/2014 JRM Subarea B‐1 ‐25YR MODIFIED RATIONAL METHOD H:\1097\001\DOCS\Design\Storm\Sub B-1-25YR.xls 1 OF 1 PRINTED: 11/5/2014 286 GEI#: DATE: ENGINEER: RAINFALL FREQ = 100 YR (DURATION = 1) BASIN AREA PRE = 0.99 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 1.01 50 0.92 0.66 3.00 B = 0.67 100 1.01 0.67 3.35 STORM INTENSITY = 3.35 IN/HR PRE‐DEV Qp = 0.66 CFS BASIN AREA POST = 0.99 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 3.35 IN/HR POST‐DEV Qp = 2.03 CFS 1097.001 10/24/2014 JRM Subarea B‐1 ‐100YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub B-1-100YR.xls 1 OF 1 PRINTED: 11/5/2014 287 GEI#: DATE: ENGINEER: RAINFALL FREQ =10YR (DURATION = 1) BASIN AREA PRE = 3.1 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 0.64 50 0.92 0.66 3.00 B = 0.66 100 1.01 0.67 3.35 STORM INTENSITY = 2.09 IN/HR PRE‐DEV Qp = 1.29 CFS BASIN AREA POST = 3.10 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 2.09 IN/HR POST‐DEV Qp = 3.95 CFS 1097.001 10/24/2014 JRM Subarea B‐2 ‐10YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub B-2-10YR.xls 1 OF 1 PRINTED: 11/5/2014 288 GEI#: DATE: ENGINEER: RAINFALL FREQ =25YR (DURATION = 1) BASIN AREA PRE = 3.1 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 0.78 50 0.92 0.66 3.00 B = 0.64 100 1.01 0.67 3.35 STORM INTENSITY = 2.46 IN/HR PRE‐DEV Qp = 1.52 CFS BASIN AREA POST = 3.10 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 2.46 IN/HR POST‐DEV Qp = 4.64 CFS 1097.001 10/24/2014 JRM Subarea B‐2 ‐25YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub B-2-25YR.xls 1 OF 1 PRINTED: 11/5/2014 289 GEI#: DATE: ENGINEER: RAINFALL FREQ = 100 YR (DURATION = 1) BASIN AREA PRE = 3.1 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 1.01 50 0.92 0.66 3.00 B = 0.67 100 1.01 0.67 3.35 STORM INTENSITY = 3.35 IN/HR PRE‐DEV Qp = 2.08 CFS BASIN AREA POST = 3.10 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 3.35 IN/HR POST‐DEV Qp = 6.34 CFS 1097.001 10/24/2014 JRM Subarea B‐2 ‐100YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub B-2-100YR.xls 1 OF 1 PRINTED: 11/5/2014 290 GEI#: DATE: ENGINEER: RAINFALL FREQ =10YR (DURATION = 1) BASIN AREA PRE = 1.85 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 0.64 50 0.92 0.66 3.00 B = 0.66 100 1.01 0.67 3.35 STORM INTENSITY = 2.09 IN/HR PRE‐DEV Qp = 0.77 CFS BASIN AREA POST = 1.85 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 2.09 IN/HR POST‐DEV Qp = 2.36 CFS POST‐DEVELOPMENT Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF 1097.001 10/24/2014 JRM Subarea B‐3 ‐10YR MODIFIED RATIONAL METHOD H:\1097\001\DOCS\Design\Storm\Sub B-3-10YR.xls 1 OF 1 PRINTED: 11/5/2014 291 GEI#: DATE: ENGINEER: RAINFALL FREQ =25YR (DURATION = 1) BASIN AREA PRE = 1.85 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 0.78 50 0.92 0.66 3.00 B = 0.64 100 1.01 0.67 3.35 STORM INTENSITY = 2.46 IN/HR PRE‐DEV Qp = 0.91 CFS BASIN AREA POST = 1.85 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 2.46 IN/HR POST‐DEV Qp = 2.77 CFS POST‐DEVELOPMENT Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF 1097.001 10/24/2014 JRM Subarea B‐3 ‐25YR MODIFIED RATIONAL METHOD H:\1097\001\DOCS\Design\Storm\Sub B-3-25YR.xls 1 OF 1 PRINTED: 11/5/2014 292 GEI#: DATE: ENGINEER: RAINFALL FREQ = 100 YR (DURATION = 1) BASIN AREA PRE = 1.85 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 1.01 50 0.92 0.66 3.00 B = 0.67 100 1.01 0.67 3.35 STORM INTENSITY = 3.35 IN/HR PRE‐DEV Qp = 1.24 CFS BASIN AREA POST = 1.85 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 3.35 IN/HR POST‐DEV Qp = 3.79 CFS POST‐DEVELOPMENT Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF 1097.001 10/24/2014 JRM Subarea B‐3 ‐100YR MODIFIED RATIONAL METHOD H:\1097\001\DOCS\Design\Storm\Sub B-3-100YR.xls 1 OF 1 PRINTED: 11/5/2014 293 GEI#: DATE: ENGINEER: RAINFALL FREQ =10YR (DURATION = 1) BASIN AREA PRE = 0.43 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 0.64 50 0.92 0.66 3.00 B = 0.66 100 1.01 0.67 3.35 STORM INTENSITY = 2.09 IN/HR PRE‐DEV Qp = 0.18 CFS BASIN AREA POST = 0.43 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 2.09 IN/HR POST‐DEV Qp = 0.55 CFS 1097.001 10/24/2014 JRM Subarea B‐4 ‐10YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub B-4-10YR.xls 1 OF 1 PRINTED: 11/5/2014 294 GEI#: DATE: ENGINEER: RAINFALL FREQ =25YR (DURATION = 1) BASIN AREA PRE = 0.43 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 0.78 50 0.92 0.66 3.00 B = 0.64 100 1.01 0.67 3.35 STORM INTENSITY = 2.46 IN/HR PRE‐DEV Qp = 0.21 CFS BASIN AREA POST = 0.43 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 2.46 IN/HR POST‐DEV Qp = 0.64 CFS 1097.001 10/24/2014 JRM Subarea B‐4 ‐25YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub B-4-25YR.xls 1 OF 1 PRINTED: 11/5/2014 295 GEI#: DATE: ENGINEER: RAINFALL FREQ = 100 YR (DURATION = 1) BASIN AREA PRE = 0.43 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 10.0 MIN 0.17 2 0.36 0.6 1.05 5 0.52 0.64 1.64 PRE‐DEV C = 0.20 10 0.64 0.66 2.09 25 0.78 0.64 2.46 STORM A = 1.01 50 0.92 0.66 3.00 B = 0.67 100 1.01 0.67 3.35 STORM INTENSITY = 3.35 IN/HR PRE‐DEV Qp = 0.29 CFS BASIN AREA POST = 0.43 AC POST‐DEV Tc = 10.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 3.35 IN/HR POST‐DEV Qp = 0.88 CFS 1097.001 10/24/2014 JRM Subarea B‐4 ‐100YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub B-4-100YR.xls 1 OF 1 PRINTED: 11/5/2014 296 GEI#: DATE: ENGINEER: RAINFALL FREQ =10YR (DURATION = 1) BASIN AREA PRE = 12.17 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 25.0 MIN 0.42 2 0.36 0.6 0.61 5 0.52 0.64 0.91 PRE‐DEV C = 0.20 10 0.64 0.66 1.14 25 0.78 0.64 1.37 STORM A = 0.64 50 0.92 0.66 1.64 B = 0.66 100 1.01 0.67 1.82 STORM INTENSITY = 1.14 IN/HR PRE‐DEV Qp = 2.78 CFS BASIN AREA POST = 12.17 AC POST‐DEV Tc = 20.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 1.32 IN/HR POST‐DEV Qp = 9.81 CFS 1097.001 10/24/2014 JRM Subarea C‐10YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub C-10YR.xls 1 OF 1 PRINTED: 11/5/2014 297 GEI#: DATE: ENGINEER: RAINFALL FREQ =25YR (DURATION = 1) BASIN AREA PRE = 12.17 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 25.0 MIN 0.42 2 0.36 0.6 0.61 5 0.52 0.64 0.91 PRE‐DEV C = 0.20 10 0.64 0.66 1.14 25 0.78 0.64 1.37 STORM A = 0.78 50 0.92 0.66 1.64 B = 0.64 100 1.01 0.67 1.82 STORM INTENSITY = 1.37 IN/HR PRE‐DEV Qp = 3.32 CFS BASIN AREA POST = 12.17 AC POST‐DEV Tc = 20.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 1.58 IN/HR POST‐DEV Qp = 11.70 CFS 1097.001 10/24/2014 JRM Subarea C‐25YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub C-25YR.xls 1 OF 1 PRINTED: 11/5/2014 298 GEI#: DATE: ENGINEER: RAINFALL FREQ = 100 YR (DURATION = 1) BASIN AREA PRE = 12.17 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 25.0 MIN 0.42 2 0.36 0.6 0.61 5 0.52 0.64 0.91 PRE‐DEV C = 0.20 10 0.64 0.66 1.14 25 0.78 0.64 1.37 STORM A = 1.01 50 0.92 0.66 1.64 B = 0.67 100 1.01 0.67 1.82 STORM INTENSITY = 1.82 IN/HR PRE‐DEV Qp = 4.42 CFS BASIN AREA POST = 12.17 AC POST‐DEV Tc = 20.0 MIN POST‐DEV C = 0.61 STORM INTENSITY = 2.11 IN/HR POST‐DEV Qp = 15.65 CFS 1097.001 10/24/2014 JRM Subarea C‐100YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub C-100YR.xls 1 OF 1 PRINTED: 11/5/2014 299 GEI#: DATE: ENGINEER: RAINFALL FREQ =10YR (DURATION = 1) BASIN AREA PRE = 30.17 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 60.0 MIN 1.00 2 0.36 0.6 0.36 5 0.52 0.64 0.52 PRE‐DEV C = 0.20 10 0.64 0.66 0.64 25 0.78 0.64 0.78 STORM A = 0.64 50 0.92 0.66 0.92 B = 0.66 100 1.01 0.67 1.01 STORM INTENSITY = 0.64 IN/HR PRE‐DEV Qp = 3.86 CFS BASIN AREA POST = 30.17 AC POST‐DEV Tc = 60.0 MIN POST‐DEV C = 0.57 STORM INTENSITY = 0.64 IN/HR POST‐DEV Qp = 11.01 CFS 1097.001 10/24/2014 JRM Subarea A+C ‐10YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub A+C-10YR.xls 1 OF 1 PRINTED: 11/5/2014 300 GEI#: DATE: ENGINEER: RAINFALL FREQ =25YR (DURATION = 1) BASIN AREA PRE = 30.17 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 60.0 MIN 1.00 2 0.36 0.6 0.36 5 0.52 0.64 0.52 PRE‐DEV C = 0.20 10 0.64 0.66 0.64 25 0.78 0.64 0.78 STORM A = 0.78 50 0.92 0.66 0.92 B = 0.64 100 1.01 0.67 1.01 STORM INTENSITY = 0.78 IN/HR PRE‐DEV Qp = 4.71 CFS BASIN AREA POST = 30.17 AC POST‐DEV Tc = 60.0 MIN POST‐DEV C = 0.57 STORM INTENSITY = 0.78 IN/HR POST‐DEV Qp = 13.41 CFS 1097.001 10/24/2014 JRM Subarea A+C ‐25YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub A+C-25YR.xls 1 OF 1 PRINTED: 11/5/2014 301 GEI#: DATE: ENGINEER: RAINFALL FREQ = 100 YR (DURATION = 1) BASIN AREA PRE = 30.17 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 60.0 MIN 1.00 2 0.36 0.6 0.36 5 0.52 0.64 0.52 PRE‐DEV C = 0.20 10 0.64 0.66 0.64 25 0.78 0.64 0.78 STORM A = 1.01 50 0.92 0.66 0.92 B = 0.67 100 1.01 0.67 1.01 STORM INTENSITY = 1.01 IN/HR PRE‐DEV Qp = 6.09 CFS BASIN AREA POST = 30.17 AC POST‐DEV Tc = 60.0 MIN POST‐DEV C = 0.57 STORM INTENSITY = 1.01 IN/HR POST‐DEV Qp = 17.37 CFS 1097.001 10/24/2014 JRM Subarea A+C ‐100YR MODIFIED RATIONAL METHOD Qp = C i A PRE‐DEVELOPMENT i = A * (Tc/60) ‐B (CITY OF BOZEMAN) STORM i COEFF POST‐DEVELOPMENT H:\1097\001\DOCS\Design\Storm\Sub A+C-100YR.xls 1 OF 1 PRINTED: 11/5/2014 302 GEI#: DATE: ENGINEER: RAINFALL FREQ =10YR (DURATION = 1) BASIN AREA PRE = 12.17 AC STORM EVENT INTENSITY (YR)A B (IN/HR) PRE‐DEV Tc = 25.0 MIN 0.42 2 0.36 0.6 0.61 5 0.52 0.64 0.91 PRE‐DEV C = 0.20 10 0.64 0.66 1.14 25 0.78 0.64 1.37 STORM A = 0.64 50 0.92 0.66 1.64 B = 0.66 100 1.01 0.67 1.82 STORM INTENSITY =1.14IN/HR PRE‐DEV Qp =2.78CFS POND VOLUME: BASIN AREA PRE = 12.17 AC POST‐DEV Tc = 20.0 MIN 0.00 DETENTION POST‐DEV C =0.61 STORM INTENSITY =1.32IN/HR PRE‐DEVELOPMENT MODIFIED RATIONAL METHOD (CITY OF BOZEMAN) AVERAGE VOLUME (CF) 10540.40 i = A * (Tc/60) ‐B STORM i COEFF (CF) 6443.83 TRIANGLE RELEASE (CF) 1097.001 Jeremy May 10/22/2014 POST‐DEVELOPMENT Qp = C i A CONST.RELEASE Subarea C ‐ 10Yr Regional Detention Pond POST‐DEV Qp = 9.81 CFS POND: REQUIRED VOL =8492.12 CF DIAMETER = 6.00 IN LENGTH OF PIPE = 20.00 FT QPRE = 2.78 CFS HEAD WATER = 1.50 FT AREA = N/A SF N = 0.012 ORIFICE = N/A IN Ke = 0.50 ORIFICE FLOW = N/A CFS SLOPE OF PIPE = 0.005 FT/FT FLOW OUT = 0.98 CFS **FLOW GOOD AVE SURF AREA = 4295.89 SF (CF) (CF) 8492.12 (AVG. B/W CONST. & TRIANGLE RELEASE) RETENTION 21914.76 OUTLET STRUCTURE DESIGN Subarea C ‐ 10Yr Regional Detention Pond H:\1097\001\DOCS\Design\Storm\Sub C - Regional Storm Pond.xls 1 OF 2 PRINTED: 11/5/2014 303 POND VOLUME CALC'S OUTLET STRUCUTRE CALC'S Triangle Release Constant Release SLOPE OF ENERGY ORIFICE DURATION INTENSITY Qp POND VOLUME POND VOLUME PIPE FLOW OUT (MIN)(IN/HR)(CFS)(CF)(CF)(FT/FT) (CFS) (CFS) 19.00 1.37 10.15 8321.24 5984.46 0.000 0.936 0.741 20.00 1.32 9.81 8441.49 6052.81 0.001 0.945 21.00 1.28 9.50 8555.13 6114.02 0.002 0.954 22.00 1.24 9.21 8662.68 6168.63 0.003 0.963 23.00 1.21 8.95 8764.58 6217.14 0.004 0.972 24.00 1.17 8.70 8861.24 6259.96 0.005 0.981 25.00 1.14 8.47 8953.02 6297.49 0.006 0.990 26.00 1.11 8.25 9040.24 6330.07 0.007 0.999 27.00 1.08 8.05 9123.18 6358.00 0.008 1.008 28.00 1.06 7.86 9202.11 6381.56 0.009 1.016 29.00 1.03 7.68 9277.25 6401.00 0.010 1.025 30.00 1.01 7.51 9348.83 6416.55 0.011 1.033 31.00 0.99 7.35 9417.04 6428.43 0.012 1.042 32.00 0.97 7.19 9482.06 6436.82 0.013 1.050 33.00 0.95 7.05 9544.05 6441.90 0.014 1.058 34.00 0.93 6.91 9603.16 6443.83 0.015 1.067 35.00 0.91 6.78 9659.53 6442.77 0.016 1.075 36.00 0.90 6.66 9713.30 6438.84 0.017 1.083 37.00 0.88 6.54 9764.57 6432.19 0.018 1.091 38.00 0.87 6.42 9813.47 6422.92 0.019 1.099 39.00 0.85 6.31 9860.09 6411.16 0.020 1.107 40.00 0.84 6.21 9904.53 6396.99 0.021 1.115 41.00 0.82 6.11 9946.88 6380.53 0.022 1.123 42.00 0.81 6.01 9987.22 6361.86 0.023 1.130 43.00 0.80 5.92 10025.63 6341.07 0.024 1.138 44 00 079 583 10062 19 6318 23 0 025 1 146 Subarea C ‐ 10Yr Regional Detention Pond H:\1097\001\DOCS\Design\Storm\Sub C - Regional Storm Pond.xls 2 OF 2 PRINTED: 11/5/2014 44.00 0.79 5.83 10062.19 6318.23 0.025 1.146 45.00 0.77 5.74 10096.97 6293.42 0.026 1.153 46.00 0.76 5.66 10130.03 6266.72 0.027 1.161 47.00 0.75 5.58 10161.43 6238.19 0.028 1.168 48.00 0.74 5.51 10191.23 6207.88 0.029 1.176 49.00 0.73 5.43 10219.48 6175.87 0.030 1.183 50.00 0.72 5.36 10246.25 6142.21 0.031 1.191 51.00 0.71 5.29 10271.57 6106.95 0.032 1.198 52.00 0.70 5.22 10295.49 6070.15 0.033 1.205 53.00 0.69 5.16 10318.06 6031.84 0.034 1.213 54.00 0.69 5.09 10339.32 5992.08 0.035 1.220 55.00 0.68 5.03 10359.31 5950.91 0.036 1.227 56.00 0.67 4.97 10378.07 5908.37 0.037 1.234 57.00 0.66 4.91 10395.64 5864.51 0.038 1.241 58.00 0.65 4.86 10412.04 5819.35 0.039 1.248 59.00 0.65 4.80 10427.31 5772.94 0.040 1.255 H:\1097\001\DOCS\Design\Storm\Sub C - Regional Storm Pond.xls 2 OF 2 PRINTED: 11/5/2014 304 Typha Court Asphalt & Concrete 55119 sf Roofs 28863 sfTotal83982sf North of Cattail Asphalt & Concrete 5666 sfRoofs5523 sf Total 11189 sf Cattail L=837 Road 35991Sidewalk4185 Total 40176 sf Blackbird L=610 Road 20130 Sidewalk 6100 Total 26230 sf Local ROW L=340 Road 10540Sidewalk3400 Total 13940 sf Alley wide l=408 Road 12648 Sidewalk 4080 Total 17136 Alleys 19480 Townhomes 62601 sfDrives22440 sf patio 5737.5 sf back patio 4896 sf Total 95674.5 sf Total Impervious308557.5 sf 7.083506 Trails 1500 gravel 0.034435 Total Acreage 12.17 C value Impervious 7.0835055 0.9Grass 5.0864945 0.2 Weighted 0.61 Park 3.6 0.2 Total Area 15.77 Weighted 0.5144232 305 306 307 308 309 310 Park Dedication Calculations Cattail Properties Cattail Creek Subdivision - Phases 2A & 2B Net lot area entire phase (from Plat) 32.618 acres 03 Parkland Dedicated (from Plat)9.976 acres 03 Parkland Dedication (carryover from Phase 1) 3.693 acres (per Staff Report P-02023 3.693 acre carryover) Total 03 Parkland Dedication 13.669 acres ( this is for the entire phase 2 subdivision) Total Units in Phases 2A & 2B Phase 2 total number of Units 320 Units (288 units were observed & estimated onsite) Cattail's Proposed Units 50 Units Percentage of total project's units 15.63%(Cattail's units / Phase 2 total number of units) Cattail's share of 03 Parkland Dedication 2.136 acres Cattail Properties Geometery Sqft Acres Onsite Park 16043 0.368 Onsite Roads 51514 1.183 Onsite Lot area 159298 3.657 Total 226855 5.208 Cattail Properties Gross Lot Area (from plat pre-development) 5.208 acres Net Lot Area 3.657 acres Area without road R.O.W. & Parkland Total Units in Cattail 50.00 Units/acreNet Density 13.67 Units/acre Parkland Rate 0.03 acres/unit Capped Density used in parkland calc 12 units/acre Cattail's Share of 03 Dedicated Parkland 2.136 acres Required Parkland for Cattail Properties 1.32 acres (12 units/acre * Net Lot Area) Cattail's Offsite Excess Parkland 0.819 acres Cattail's Onsite Parkland 0.368 acres Total Excess Cattail Parkland 1.187 acres (offsite excess parkland + onsite parkland) H:\1097\001\DOCS\PUD Submittal\working folder\Parkland Dedication\park dedication calcs- NEW.xls311 SSSSSSSSSSSSSSSSS S S S S S SS SS SS SS 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 2 W12 W12 W12 W12 W12 W12 W12 W12 W12WS8 SS8 SS8 SS8 SS8 SS8 SS8 SS8 SS8 S S 8 S S 8 SS 8 SS 8 SS 8 W 8 W 8 W 8 W 8 W 8 SS8 SS8 SS8 SS8 SS8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 W8 SS8 SS8 SS8 SSSSWSWSSSSSWSWSSSWSWSSSWSWSSSWSWSSSWSWSSSWSWSSSWSWSSSWSWSSSWSWSSS WS SSWSSS WS SS WS SS WS SS WS SS WS SS WSSSSSWSSSWSSSWSSSSSWSSSWSSS SSWSWSWSSSWSWSWSSSWSWSWSSSWSWSWSSSWSWSWSSSWSWSWSWS WS WS W S WS W S WS W S WS W S WS SSSSSSSSSSWSWSE E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EE E E EEEEEESSWSWSWSPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLLOT 2BLOCK 10PARK EPARK FLOT 6BLOCK 17EXTEND SIDEWALKAND CURB & GUTTERTO PARK SOUTHPROPERTY LINETO FUTUREDEVELOPMENTPLPLPLP L P L P L P L P L P L P L P L P L P L 123456789101131323334353637131614171819202122232425262728293038394041424344454647484950PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL5' SIDEWALK15PLPUD STREETLOT 3 &4BLOCK 10R-3R-3R-3R-3R-3R-3PLEXIST. TRAILEXIST. TRAIL5' SIDEWALK111111 SNOW STORAGE AREALEGEND11112240' VISION TRIANGLE315' VISION TRIANGLE322334COVERED BUS STOP5MAIL BOXES456WELL HOUSE677SUBDIVISION SIGNTurfTurfTurfTurfTurfTurfTurfTurfTurfTurfTurfTurfTurfTurfTurfTurfTurfTurfTurfSymbolPlant Name (Scientific)Size @PlantingMatureSizeQtyPlant TableGENERAL NOTES~ ALL LANDSCAPED AREAS SHALL HAVE PERMANENT UNDERGROUNDIRRIGATION INSTALLED TO ENSURE A HEALTHY LANDSCAPE. SUBDIVISIONIRRIGATION WILL BE SUPPLIED BY A WELL SYSTEM. INDIVIDUAL PRIVATELOTS WILL BE SUPPLIED BY CITY WATER.~ALL EDGING SHALL BE METAL(PRO-EDGE STEEL/ ALUMINUM )~ALL SHRUB BEDS SHALL BE LINED WITH PROFESSIONAL GRADE TYPAR WEEDFABRIC, AND COVERED WITH 3-4" OF BASALT CHIP ROCK~ALL PERENNIAL BEDS SHALL BE AMENDED AND THEN COVERED WITH 3"OF COVER BARK OR SOIL PEP~ALL TREES SHALL BE STAKED WITH WOOD STAKES (MIN OF 2 PER TREE)ANY TREE OR SHRUB PLANTED THAT IS NOT IN A SHRUB BED SHALL HAVEA 3' DIA. 4" DEPTH ORGANIC MULCH RING AT THE BASE.~NO TREE SHALL BE PLANTED WITHIN 10' OF ANY FIRE HYDRANT, SEWEROR WATER LINE.~ALL STREET TREES SHALL BE APPROVED BY CITY FORESTER AND PLANTEDSLIGHTLY HIGHER THAN GRADE AND WITH THE TREE COLLAR EXPOSED.~ALL BOULDERS SHALL BE MOSS COVERED AND BURIED 1/3RD OF THEIRHEIGHT TO CREATE A NATURAL LOOK~ALL PLANTS SHALL BE GUARANTEED FOR ONE YEAR AFTER PROJECTCOMPLETION.~ALL LAWN AREAS SHALL BE LOCALLY GROWN SOD~ALL OTHER DISTURBED AREAS ON SITE SHALL BE RE-GRADED ROCKHOUNDED AND NATIVE SEEDED TO PREVENT WEED GROWTH.TEMPORARY IRRIGATION MAY BE REQUIRED FOR SEED RE-ESTABLISHMENT~NO PLANT SUBSTITUTIONS WITHOUT WRITTEN APPROVAL FROM THEOWNER AND LANDSCAPE DESIGNER~PLAN SHALL DICTATE COUNT. IF A DISCREPANCY BETWEEN PLANT TABLEAND PLAN, PLAN DICTATES QTY.Landscape Design By~Custom Earth DesignsDrawn by~Chad RempferLandscape DesignerE-Mail~customearthdesigns@gmail.com406.539.7030Austrian Pine (Pinus nigra)Colorado Spruce (Picea pungens)Andorra Juniper (Juniperushorizontalis)Autumn Blaze Maple (Acer xfreemanii)Skyline Honeylocust (Gleditsiatriacanthos var. Inermis)Greenspire Linden (Tilia cordata)Quaking Aspen (Populustremuloides)Goldflame Spirea (Spiraeajaponica)Blue Oat Grass (Helictotrichonsempervirens)Stella D Oro Daylilly(Hemerocallis )340-50'8-10'350-60'8-10'1812-18"#51345-55'1.5-2"2245-55'1.5-2"1045-55'1.5-2"2235-45'1-2"mix513-4'12-18"332-3'#1421-2'#1BouldersL1.1DEVELOPMENT LANDSCAPEPLANSCALE:1A1.1SITE PLAN1/16" = 1'-0"Desc.DateCopyright 2014cREVISIONSNo.bayliss architects, P.C.Bozeman, MT 59771-1134P.O. Box 1134DENMAN CONSTRUCTION MANAGEMENTBelgrade, MT 5971410669 Gee Norman Roadgenerated: 11.11.2014JOB NUMBER:checked by:drawn by:DATE ISSUED:2014-26bwsbPUD/PLAT PRELIMINARY SUBMITTAL11/6/14BOZEMAN, MT 597183046 CATTAIL ST.TOWNHOMESCATTAIL PROPERTIES312 ALT60 ALTITUDE™ LED 8/19/14 • kl_alt60_spec.pdf © 2014 KIM LIGHTING • 16555 East GalE avEnuE, City of industry, Ca 91745-1788 • tEl: 626/968-5666 • faX: 626/968-5716 Approvals: Specifications Date:Page: 1 of 6 ALT60 Approx. Wt. = 27 lbs. 23J"(591 mm)7L"(197 mm) 2"(51 mm) 3E"(98 mm) 4B"(105 mm) 17"(432 mm) TOP SIDE BOTTOM FRONT SpeedMountAdapter Ordering Example: 1SA/ALT3P35/60L5K277/WH/A26 Select pole from Kim’s Arms and Poles Selection Guide. If pole is provided by others indicate O.D. for arm fitting. Kim Lighting reserves the right to change specifications without notice. US Patent Numbers D674,950 S and D674,965 S. Other Patents Pending. Type:Job:Catalog number: See page 2 See pages 3-5 OptionsMtg. Fixture Electrical Module Finish Housing: One piece, low copper, aluminum extrusion is mechanically secured with stainless steel fasteners to low copper aluminum die-cast electrical compartment and end cap. The electrical compartment includes an integral support arm for mounting directly to a surface mount pole adaptor or a horizontal slipfitter. A solid barrier wall separates the optical and electrical compartment for thermal control. Electrical compartment and end cap covers are securely fastened with with two hinges and a single latch at each cover. One piece silicone gaskets seal the compartments at the barrier surface.Optical Module: The high performance optic utilizes the IP66 rated PicoPrism™ technology securely attached to internal heat sink modules producing incredible uniformity and visual comfort. This PicoPrism optic utilizes a canted prism lens aimed toward the task and spreads horizontally to produce high lumen output as well as great uniformity. All the optical modules are fastened to the body of the luminaire across the center as well as around the perimeter.Electrical Compartment: Available in voltages from 120V through 480V @ 50/60Hz.Class 2 output with power factor >0.9 at full load in accordance with the National Electrical Code, ANSI/NFPA 70. Integral 10kV surge suppression protection standard. To address inrush current, slow blow fuse or type C/D breaker should be used. All electronic components are UL and CSA recognized and mounted directly to a driver tray for maximum heat dissipation and modularity. Module includes a driver, LifeShield® temperature control device and surge protector. Driver is rated for -40°C starting and has a 0-10V dimming interface for multi-level illumination options. All electronic components are IP66 rated. 347V and 480V currents may have a step-down transformer.Support Arm: Die-cast, low copper aluminum with splice access cover and tool-less entry. A die-cast pole adaptor and an internal reinforcing plate are provided with wire strain relief. The arm adaptor is square or circular cut for specified pole size and shape. For field wire connections, a terminal block is mounted in the arm cavity and accessible behind the splice access cover. The block accepts #14 to #8 wire sizes and is factory prewired to the electrical module quick-disconnect plug inside the electrical compartment.Optional Horizontal Slip-fitter: Cast low copper aluminum with stamped, splice access cover. A die-cast adaptor plate is provided to secure the luminaire to 1-1/4” to 2” IPS pipe size arms. For field wire connections, a terminal block is mounted in the arm cavity and accessible behind the splice access cover. Accepts #14 to #8 wire sizes and is factory prewired to electrical module quick-disconnect plug inside the electrical compartment.Optional Wall Mount: The Altitude easily mounts to the wall. A cast aluminum mounting plate is attached to the wall over the junction box. Bolt the Speed Mount to the cover plate. Then install the assembly over the mounting plate. Slide the luminaire into place for hands free wiring and finishing.Finish: Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) polyester powdercoat finish. Standard colors include (BL) Black, (DB) Dark Bronze, (WH) White, (PS) Platinum Silver, (SG) Stealth Gray, (LG) Light Gray, and (CC) Custom Color (Include RAL#).Listed to: UL 1598 Standard for Luminaires - UL 8750 Standard for Safety for Light Emitting Diode (LED) Equipment for use in Lighting Products and CSA C22.2#250.0 Luminaires. RoHS compliant. Meets Buy American provisions within ARRA.CAUTION: Fixtures must be grounded in accordance with national, state and/or local electrical codes, Failure to do so may result in serious personal injury. 313 ALT60 ALTITUDE™ LED 8/19/14 • kl_alt60_spec.pdf © 2014 KIM LIGHTING • 16555 East GalE avEnuE, City of industry, Ca 91745-1788 • tEl: 626/968-5666 • faX: 626/968-5716 Mounting3SY configuration is available for round poles only. Page: 2 of 6 Type: Job: Cat. No.: 1SA 2SB 2SL 3ST 3SY 4SC 1SW EPA (Effective Projected Area) ALT60 0.58 1.17 0.91 1.50 1.50 1.66 n/a Fixture Cat. No. designates fixture and light distribution. Electrical Module Housing: ALT= Altitude x ALT Color Temperature:1 2K = 580nm Amber2 3K = 3000K 4K = 4000K 5K = 5000K Voltage: 120 = 120V 208 = 208V 240 = 240V 277 = 277V 347 = 347V 480 = 480V Distribution: 1 = Type I 2 = Type II 3 = Type III 4 = Type IV 5 = Type V R = Type R Right L = Type L Left P Optic: P = PicoPrism™ x Current: 35 = 350 mA 70 = 700 mA Source: 60L = 17"W x 23K"L Light Distribution: 1 For custom optics and color temperature configurations, contact factory. 2 Turtle Friendly. TYPE LLeftTYPE IV - NFOTYPE IVForwardThrow TYPE VSquare TYPE III TYPE III - NFOTYPE II TYPE RRightTYPE I TYPE LLeftTYPE IV - NFOTYPE IVForwardThrow TYPE VSquare TYPE III TYPE III - NFOTYPE II TYPE RRightTYPE I TYPE LLeftTYPE IV - NFOTYPE IVForwardThrow TYPE VSquare TYPE III TYPE III - NFOTYPE II TYPE RRightTYPE I x x x 0-10v Dimming Interface - Driver has 0-10v dimming interface with a range of 10-100%. Is capatible with most control systems. Note: Not compatible with current sourcing dimmers. Controls compatible via Gray and Purple dimming leads. Always consult with control company for compatibility. 0-10V Dimming Interface FixtureHousing 30 mA Max Gray Dimming Lead (-) Standard Input Black (+) White (-)Green (GND) Purple Dimming Lead (+) 314 ALT60 ALTITUDE™ LED 8/19/14 • kl_alt60_spec.pdf © 2014 KIM LIGHTING • 16555 East GalE avEnuE, City of industry, Ca 91745-1788 • tEl: 626/968-5666 • faX: 626/968-5716 Page: 3 of 6 Type: Job: Optional Features Lenses Cat. No. FGL (Glass) FPL (Polycarbonate) No Option One-piece flat glass or polycarbonate lens slips into reveal. Extra silicone gasketing will be provided to retain a clear optical compartment. (Only available for 350mA systems). CAUTION: Use only when vandalism is anticipated to be high. The Altitude™ easily mounts to the wall. A cast aluminum wall bracket is attached to the wall over the junction box. Bolt the Speed Mount to the cover plate. Then install the assembly over the wall mount bracket. Side the luminaire into place for hands free wiring and finishing. Wall Mounting Cat. No. 1SW Select from Mounting on page 2. Fusing (internal only): Cat. No. (see chart at right) No Option Polycarbonate Lens Finish TGIC powder coat. 1Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: Color: Black Dark Bronze Stealth Gray Platinum Silver White Custom Color1 Cat. No.: BL DB SG PS WH CC Neighbor Friendly Optic: Cat. No. NFO No Option TYPE LLeftTYPE IV - NFOTYPE IVForwardThrow TYPE VSquare TYPE III TYPE III - NFOTYPE II TYPE RRightTYPE I TYPE LLeftTYPE IV - NFOTYPE IVForwardThrow TYPE VSquare TYPE III TYPE III - NFOTYPE II TYPE RRightTYPE I Integrated Neighbor Friendly Optic on each PicoPrism™ module to completely control unwanted backlight. Most effective with Type III and IV distibutions. 4J"(108 mm) 10D"(270 mm) 2L"(70 mm) 8L"(222 mm) N"(14 mm) 5K"(140 mm) Mounting Plate Cover Plate6J" x 11K" Splice AccessCover SpeedMountAdapter 11K"(292 mm) High temperature fuse holders factory installed inside the fixture housing. Fuse is included. Cat. No.: SF for 120, 277 and 347 Line Volts DF for 208, 240 and 480 Line Volts Kim Lighting warrants Altitude™ products (“Product(s)”) sold by Kim Lighting to be free from defects in material and workmanship for (i) a period of five (5) years for metal parts, (ii) a period of ten (10) years for exterior housing paint finish(s), (iii) a period of six (6) years for LED Light Engines (PicoPrisms™ and, (iv) a period of five (5) years for LED power components (LED Driver, LifeShield® device), from the date of sale of such goods to the buyer as specified in Kim Lighting shipment documents for each product. Occupancy sensors, Surge Protector, dimmersand relay wiring components are covered by the manufacturer’s warranty. Warranty 315 ALT60 ALTITUDE™ LED 8/19/14 • kl_alt60_spec.pdf © 2014 KIM LIGHTING • 16555 East GalE avEnuE, City of industry, Ca 91745-1788 • tEl: 626/968-5666 • faX: 626/968-5716 Page: 4 of 6 Type: Job: Horizontal Slipfitter Mount Cat. No. HSF No Option Replaces standard mounting arm with a cast aluminum fitter to adapt to a horizontal 1J" to 2" pipe-size mounting end (1D" to 2C" OD). The casting has a +/- 5° adjustment to accommodate davit arms that are not horizontal.Horizontal Slipfitter for 1J" to 2" Pipe-Size Mount Vertical Slipfitter Mounts Cat. No. includes Mounting Cat. No. (See right) No Option Allows fixture or fixtures with standard mounting arm to mount to a pole with a 2" pipe-size tenon (2C" OD). Minimum 4" tenon length required. Specify configuration (1SA, 2SB, 2SL, 3ST, 3SY, 4SC) 4" round or square aluminum with flush cap. Finish to match fixture and arm. NOTE: 3Y only available on round slipfitter. Cat. No. VSF-1SA VSF-2SB VSF-2SL VSF-3ST VSF-3SY VSF-4SC Cat. No. SVSF-1SA SVSF-2SB SVSF-2SL SVSF-3ST SVSF-4SC Mounting Configuration1SA - single arm mount 2SB - 2 at 180°2SL - 2 at 90° 3ST - 3 at 90°3SY - 3 at 120° 4SC - 4 at 90°squareround Optional Features Occupancy Sensor up to 16’ - Outdoor occupancy sensor with 0-10v interface dimming control mounts directly to the underside of the luminaire. Wide 360° pattern. Module colors available Black, Gray, and White. Occupancy Sensor up to 30’ - Outdoor occupancy sensor with 0-10v interface dimming control mounts directly to the underside of the luminaire. Wide 360° pattern. Module colors available Black, Gray, and White. Occupancy Sensor up to 16' Cat. No. SCL No Option Occupancy Sensor up to 30' Cat. No. SCH No Option Fixture supplied with a fully gasketed rotatable receptacle above the electrical compartment for NEMA twist-lock base photocell (By-Others). For multiple fixture pole mountings, one fixture has the receptacle to operate the others. Photocell Receptacle Cat. No. A26 No Option Receptacle Time Clock Relay - An intrgral relay and dimming circuit is provided at the voltage of the luminaire for contact from a time clock by-others. The Time Clock tells the relay to switch to 50% dim. Time Clock Relay Cat. No. TCR No Option 316 ALT60 ALTITUDE™ LED 8/19/14 • kl_alt60_spec.pdf © 2014 KIM LIGHTING • 16555 East GalE avEnuE, City of industry, Ca 91745-1788 • tEl: 626/968-5666 • faX: 626/968-5716 Page: 5 of 6 Type: Job: Optional Features Square Pole Mounted Occupancy Sensor up to 16’ - Outdoor occupancy sensor with 0-10v interface dimming control mounts directly to the underside of the luminaire. Wide 360° pattern. Module colors available Black, Gray, and White. Module is cut for round pole mounting. Pole diameter needed. Square Pole-Mounted Occupancy Sensor up to 16' Cat. No. SCL-S No Option In fixture WiHubb® wireless control module features on/off/variable and step dimming, SNAP protocol mesh network, AES-128 encryption detection, occupancy sensor interface and intuitive, user-friendly software. The most comprehensive and up to date information can be found at http://www.hubbell-automation.com/products/wihubb_infixture_module/. Hubbell Building Automation's wiSCAPE™ Fixture Module is a bidirectional wireless RF device that allows an individual fixture to be managed, monitored and metered. The wiSCAPE Fixture Modules communicates wirelessly over a robust 2.4GHz ISM (Industrial, Scientific and Medical) certified meshed radio signal. The wiSCAPE Fixture Module drastically simplifies control and automation of projects, especially in retrofit environments and challenges the legacy world of wired-systems. wiSCAPE wireless control technology adapts easily to complex automation situations for quick, simple and economical commissioning. Wireless Control Cat. No. WIH-M No Option Wireless Control Cat. No. WSI-M No Option Round Pole Mounted Occupancy Sensor up to 30’ - Outdoor occupancy sensor with 0-10v interface dimming control mounts directly to the underside of the luminaire. Wide 360° pattern. Module colors available Black, Gray, and White. Module is cut for round pole mounting. Pole diameter needed. Square Pole Mounted Occupancy Sensor up to 30’ - Outdoor occupancy sensor with 0-10v interface dimming control mounts directly to the underside of the luminaire. Wide 360° pattern. Module colors available Black, Gray, and White. Module is cut for square pole mounting. Round Pole-Mounted Occupancy Sensor up to 30’ Cat. No. SCH-R No Option Square Pole-Mounted Occupancy Sensor up to 30' Cat. No. SCH-S No Option Round Pole Mounted Occupancy Sensor up to 16’ - Outdoor occupancy sensor with 0-10v interface dimming control mounts directly to the underside of the luminaire. Wide 360° pattern. Module colors available Black, Gray, and White. Module is cut for round pole mounting. Pole diameter needed. Round Pole-Mounted Occupancy Sensor up to 16' Cat. No. SCL-R No Option Ordering Example: SCL-R4*/277**/BL*** *Pole Diameter, ** Voltage, *** Color Ordering Example: SCL-L/277**/BL*** ** Voltage, *** Color Ordering Example: SCH-R4*/277**/BL*** *Pole Diameter, ** Voltage, *** Color Ordering Example: SCH-S/277**/BL*** ** Voltage, *** Color Additional information on controls can be found at http://www.hubbelllighting.com/solutions/controls/ 317 ALT60 ALTITUDE™ LED 8/19/14 • kl_alt60_spec.pdf © 2014 KIM LIGHTING • 16555 East GalE avEnuE, City of industry, Ca 91745-1788 • tEl: 626/968-5666 • faX: 626/968-5716 Page: 6 of 6 Type: Job: Spectroradiometric 3000K Average 4200K Average 5100K Average Correlated Color Temp. CCT (K)2800K-3175K 3800K-4600K 4600K-5600K Color Rendering Index (CRI)≥75 ≥70 ≥65 Power Factor >.90 >.90 >.90 LED performance and lumen output continues to improve at a rapid pace. Log onto www.kimlighting.com to download the most current photometric files from Kim Lighting’s IES File Library. For custom optics and color temperature configurations, contact factory. Projected Lumen Maintenance mA 50,000 hrs 100,000 hrs 350 N/A N/A 700 93.62%89.99% B.U.G. Rating (TM15) in Lumens where B = Backlight, U = Uplight, G = Glare Temperature TYPE 1 TYPE 2 TYPE 3 TYPE 3 NFO TYPE 4 TYPE 4 NFO TYPE 5 TYPE L/R 3000K N/A B3 U0 G3 B2 U0 G2 B1 U0 G2 B0 U0 G2 B0 U0 G2 B2 U0 G2 B2 U0 G2 4200K N/A B3 U0 G3 B2 U0 G2 B1 U0 G2 B1 U0 G2 B0 U0 G2 B3 U0 G2 B2 U0 G2 5100K N/A B3 U0 G3 B2 U0 G2 B1 U0 G2 B1 U0 G2 B0 U0 G2 B3 U0 G2 B2 U0 G2 B.U.G. Rating (TM15) in Lumens where B = Backlight, U = Uplight, G = Glare Temperature TYPE 1 TYPE 2 TYPE 3 TYPE 3 NFO TYPE 4 TYPE 4 NFO TYPE 5 TYPE L/R 3000K N/A B3 U0 G3 B2 U0 G3 B2 U0 G3 B1 U0 G3 B0 U0 G2 B3 U0 G2 B3 U0 G3 4200K N/A B3 U0 G3 B2 U0 G3 B2 U0 G3 B1 U0 G3 B0 U0 G3 B4 U0 G2 B3 U0 G3 5100K N/A B3 U0 G3 B2 U0 G3 B2 U0 G3 B1 U0 G3 B0 U0 G3 B4 U0 G2 B3 U0 G3 Absolute Lumens Temperature TYPE 1 TYPE 2 TYPE 3 TYPE 3 NFO TYPE 4 TYPE 4 NFO TYPE 5 TYPE L/R 3000K N/A 5116 5188 4522 5015 4411 5392 5135 4200K N/A 6519 6611 5762 6390 5621 6871 6543 5100K N/A 7106 7206 6281 6965 6127 7489 7132 Absolute Lumens Temperature TYPE 1 TYPE 2 TYPE 3 TYPE 3 NFO TYPE 4 TYPE 4 NFO TYPE 5 TYPE L/R 3000K N/A 8911 8919 7824 8425 7485 9134 8670 4200K N/A 10990 11162 9716 10724 9463 11618 11047 5100K N/A 12378 12386 10866 11449 10396 12686 12041 Electrical - Drive Current @700mA Volts - AC Amps - AC System Watts 120 1.18 141 208 0.68 141 240 0.59 141 277 0.51 141 347 0.41 141 480 0.29 141 Electrical - Drive Current @350mA Volts - AC Amps - AC System Watts 120 0.58 70 208 0.34 70 240 0.29 70 277 0.25 70 347 0.20 70 480 0.15 70 Current - 350mACurrent - 700mA318 Luminaire Schedule Symbol Label Qty Arrangement Description Lum. Lumens LLF Lum. Watts Arr. Watts Total Watts SL3 2 SINGLE ALT3P35-60L4K 6611 0.850 71.2 71.2 142.4 PS2-NFO 5 SINGLE ALT2P35-60L4K-NFO 5750 0.850 71.3 71.3 356.5 PS3-NFO 12 SINGLE ALT3P35-60L4K-NFO 5762 0.850 71.2 71.2 854.4 PS3 2 SINGLE ALT3P35-60L4K 6611 0.850 71.2 71.2 142.4 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb All CalcPts Extending Out To Zero Fc Illuminance Fc 0.35 2.9 0.0 N.A.N.A.10 10 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.1 1.1 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.6 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.3 0.7 1.4 2.3 1.7 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.4 1.5 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.3 0.8 1.7 1.4 1.7 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.6 2.3 1.6 0.7 0.3 0.1 0.0 0.0 0.0 0.1 0.3 0.7 1.5 1.4 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.8 1.1 1.4 0.7 0.3 0.1 0.0 0.0 0.0 0.1 0.3 0.8 1.6 1.1 1.7 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.0 1.3 1.4 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.8 1.6 2.5 1.6 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.6 1.7 1.7 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.4 1.3 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.8 2.1 1.2 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.7 0.6 0.3 0.2 0.1 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.7 1.1 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.5 0.8 1.0 0.6 0.2 0.3 0.6 1.0 0.7 0.4 0.3 0.3 0.2 0.2 0.3 0.2 0.2 0.2 0.5 0.9 0.6 0.7 0.2 0.7 0.7 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.8 0.7 0.8 0.3 1.1 0.9 1.1 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.2 0.4 0.4 0.4 0.4 0.5 0.9 1.9 1.9 2.1 2.2 2.0 1.8 0.8 0.5 0.6 0.8 0.6 0.6 0.7 0.5 0.3 0.3 0.6 1.5 2.0 2.0 1.4 1.7 1.9 1.0 0.4 0.4 0.5 0.6 0.5 0.5 0.6 0.4 0.3 0.3 0.4 1.2 2.1 1.7 1.1 1.9 2.2 1.4 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.7 1.1 1.1 0.7 0.6 0.9 1.8 2.0 1.3 1.2 2.1 1.7 0.8 0.7 1.1 1.7 1.4 1.3 1.6 0.9 0.5 0.4 0.6 1.5 2.1 1.1 1.3 1.8 2.0 0.9 0.5 0.5 1.0 1.5 1.2 1.2 1.5 0.8 0.4 0.3 0.4 1.1 2.1 1.4 1.4 1.4 2.2 1.3 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.7 2.0 2.2 1.4 0.8 0.6 1.0 1.5 1.3 1.3 1.5 1.0 0.6 0.9 1.9 2.0 1.2 1.2 2.1 1.7 0.7 0.4 0.4 0.8 1.5 1.3 1.3 1.6 1.2 0.6 0.5 0.8 1.8 2.0 1.3 1.3 2.1 1.6 0.6 0.3 0.4 0.6 1.3 1.5 1.4 1.6 1.5 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.7 1.7 1.5 1.7 0.8 0.5 0.5 0.6 0.5 0.6 0.7 0.5 0.5 0.9 1.8 1.6 1.7 2.0 1.7 1.7 0.7 0.3 0.3 0.4 0.7 0.6 0.6 0.7 0.6 0.4 0.4 0.9 1.9 1.9 2.1 2.2 2.1 1.7 0.7 0.3 0.3 0.4 0.6 0.7 0.7 0.9 0.9 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 1.0 1.4 1.4 0.7 0.4 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.8 0.5 0.2 0.3 0.5 0.8 0.6 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.3 0.3 0.7 1.0 0.7 0.2 0.5 0.6 1.0 0.6 0.3 0.2 0.2 0.2 0.3 0.3 0.8 1.1 1.0 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.7 1.8 1.2 1.5 0.8 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.7 1.9 2.1 1.2 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.6 2.0 2.3 1.6 0.8 0.3 0.2 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.5 1.6 1.8 1.7 0.8 0.3 0.1 0.0 0.0 0.0 0.1 0.2 0.9 1.5 1.5 1.0 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.2 1.3 1.4 0.6 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.6 0.8 0.9 0.9 0.8 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 1.9 1.1 1.4 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.7 1.3 1.6 1.4 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.5 2.3 1.7 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.2 1.9 2.9 1.2 0.5 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.3 0.3 0.2 0.1 0.0 0.1 0.1 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.5 1.6 0.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.2 1.8 2.0 2.0 0.6 0.6 0.7 0.5 0.3 0.2 0.1 0.2 0.4 1.0 0.9 0.5 0.1 0.5 0.7 1.1 0.6 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.5 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.5 0.7 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.1 1.8 2.4 1.3 0.8 0.8 1.1 0.9 0.5 0.5 0.2 0.2 0.5 1.3 2.1 1.8 0.3 1.7 1.9 1.6 0.7 0.5 0.6 0.6 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.7 0.9 0.9 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.3 1.9 2.0 1.9 0.9 1.1 1.5 1.4 1.2 1.0 0.6 0.4 0.6 1.4 2.2 1.1 1.3 1.2 2.0 1.6 0.8 0.7 1.1 1.4 0.4 0.1 0.0 0.0 0.1 0.1 0.3 0.5 1.2 1.2 0.9 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 1.9 2.8 1.5 0.9 1.1 1.8 1.8 1.7 1.8 1.1 0.9 0.8 1.0 1.5 1.2 1.2 1.1 1.4 1.0 0.6 0.9 2.0 2.2 1.5 0.1 0.2 0.1 0.1 0.2 0.4 0.8 0.9 0.8 0.9 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.4 0.6 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.6 1.1 1.4 1.4 0.9 0.9 1.4 1.7 2.4 2.3 2.0 1.8 0.9 1.0 1.0 0.8 0.8 0.6 0.7 0.6 0.5 0.9 1.7 1.3 1.7 0.3 1.1 0.8 0.7 0.4 0.4 0.6 1.3 0.7 0.8 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.6 1.4 1.5 0.9 0.5 0.2 0.1 0.0 0.0 0.1 0.2 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.8 0.9 1.8 2.9 2.1 1.6 1.5 1.3 1.0 0.6 0.5 0.3 0.3 0.3 0.4 0.6 1.1 1.1 0.8 1.3 2.1 1.8 0.9 0.4 0.4 0.6 1.2 0.7 0.8 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.4 1.4 2.5 1.7 0.8 0.3 0.1 0.0 0.0 0.0 0.1 0.2 0.9 0.8 0.6 0.5 0.4 0.4 0.4 0.4 0.5 0.6 0.7 1.0 1.5 1.7 1.9 1.2 0.8 0.5 0.3 0.2 0.2 0.2 0.2 0.3 0.5 0.7 1.0 1.2 1.9 1.6 0.7 0.3 0.5 1.0 1.1 0.7 0.9 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.4 1.8 1.1 1.5 0.8 0.3 0.1 0.0 0.0 0.0 0.1 0.2 0.5 1.6 1.6 0.9 0.5 0.3 0.3 0.3 0.2 0.3 0.3 0.4 0.7 1.0 1.2 1.2 0.9 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.0 0.6 0.4 0.2 0.3 0.5 1.2 1.2 1.0 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.6 1.4 1.5 0.7 0.3 0.1 0.0 0.0 0.0 0.1 0.2 1.4 1.9 2.4 1.2 0.5 0.3 0.2 0.2 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.7 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.3 0.2 0.1 0.3 0.8 1.2 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.5 1.6 1.6 1.8 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.2 0.5 1.2 1.8 1.8 1.4 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.3 0.7 1.0 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.5 1.8 2.2 1.3 0.7 0.3 0.1 0.0 0.0 0.0 0.1 0.3 1.0 2.4 1.4 1.5 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.5 1.1 1.3 1.1 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.6 1.0 1.0 0.6 0.3 0.2 0.1 0.0 0.0 0.1 0.2 0.8 1.8 2.6 1.9 1.1 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.0 2.2 1.8 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.3 0.7 1.2 1.6 1.3 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 1.0 1.7 1.8 1.2 0.5 0.2 0.1 0.0 0.0 0.0 0.1 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.6 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 1.6 1.1 0.9 0.4 0.1 0.1 0.0 0.0 0.0 0.1 0.5 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.7 1.4 1.1 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.7 1.4 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.2 2.1 1.4 1.1 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.6 2.3 2.0 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.8 1.7 2.4 1.6 1.0 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.9 1.7 1.8 1.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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1. THIS LIGHTING DESIGN IS BASED ON LIMITED INFORMATION SUPPLIED BY OTHERS TO HUBBELL LIGHTING. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 2. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 3. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. QUOTE: CHK BY: SCALE:REV. BY:DATE: PHOTOMETRIC PLAN CATTAIL PROPERTIES KIM LIGHTING - ALTITUDE SERIES YWY 11-6-14 1472241 N/A N/A AS NOTED GRAPHIC SCALE ( IN FEET ) 1 inch = 40 - FT. 319 320 321 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. BOZEMAN, MT 59715 406‐581‐3319 www.g‐e‐i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 2 Subdivision Variances Cattail Properties PRELIMINARY PLAT CHECKLIST E.3 ‐ Variances The primary rationale or goal behind these variance requests is to create more of an energy efficient, high quality townhome project that fosters individual home ownership and has a consistent character and architectural style throughout the development without creating a repetitive pattern of design. With these goals in mind it is the intent of the developer to keep units at a reasonable price point. To accomplish this we have reduced the size of the lots and constructed townhomes to make them more affordable while increasing the quality of the materials, construction and design. These units will be designed in a manor allowing them to be shifted and interchanged to minimize repetitive patterns. The increase in density and design will result in a few necessary variance requests. They are as follows: 1. Lots 1‐11 Front yard reduced to 15’ from 20’ (UDC 38.08.050) We humbly request that the proposed lots that face Cattail Street have their front yard setback reduced from 20’ to 15’ to allow for more buildable space on the lot and greater overall densities. In light of the request, high level design elements will be utilized such as additional landscaping, staggering or offsetting the building footprints and scaled building massing with uniform style of color and texture throughout the development. These living spaces will be efficient with energy as well as space and with the increased density we believe it is imperative to have a higher level of design on the front end. 2. Lots 20‐50 Rear yard reduced to 15’ from 20’ (UDC 38.08.050) Lots 20 ‐30: The rear yard for these lots is adjacent to “Park F” of the Cattail Creek Subdivision. The 30’ wide park is for a trail system and separates the proposed project from the Unzoned property to the south. We ask for the reduction in rear yard setback to 15’ which will still allow a 12’ utility easement, due to the existing park already providing 30’ of separation from the adjacent property. The front setbacks on the townhomes will be set at 20’ to allow for off‐street parking. Lots 31‐37: The property to the west has a compatible land use and therefore we ask for the reduction in the rear yard setback to 15’ which will still allow a 12’ utility easement. The requested 15’ setback closely matches the setback of the existing, adjacent buildings. The front setbacks on the townhomes will be set at 20’ to allow for off‐street parking. Lots 38‐50: These lots all back to each other and to a central park. We request that the required rear setback for these lots be reduced to 15’ from 20’ to allow for more usable space within the lots. The central park will offer additional separation between the structures. The front setbacks on the townhomes will be set at 20’ to allow for off‐street parking. Again, in accordance with this request, the townhome building design and types will utilize more of the lot for building, increase the housing density while reducing sprawl and overall cost of the individual units. This will in turn make this particular living experience more affordable to future homeowners. The use of more sustainable building products and energy efficient products will benefit the homeowners over the long term saving on their energy costs and helping to minimize impact on the environment, energy, and water demands of Bozeman as a whole. Additional space saving reductions will be necessary as requested in variance requests 3, 4, and 5 for the occasional occurrence of a detached home. 3. Reduction in minimum lot size for townhomes from 3,000 sqft to 2,800 sqft (UDC 38.08.04) The reduction in the lot size will allow for greater density and more affordable homes as described above. 322 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 2 of 2 4. Reduction in minimum lot area for single family homes from 5,000 sqft to 3,800 sqft (UDC 38.08.04) The reduction in the home footprint will allow for greater density and more affordable homes as described above. If the number of lots in a block are odd, a single family home will likely result in the last space. The size and scale of these homes will need to be on par with the collection of adjacent townhomes. 5. Reduction in minimum lot width for single family homes from 50 ft to 30ft (UDC 38.08.04) The reduction in the home width will allow for greater density and more affordable homes as described above. If the number of lots in a block are odd, a single family home will likely result in the last space. The size and scale of these homes will need to be on par with the collection of adjacent townhomes. 6. Minimum Street Right of Way reduction to 42’ (UDC 38.24.020) To assist in the creation of affordable lots, we request a variance to reduce the street right‐of‐way width to 42’ from 60’ which eliminates the terrace and the landscaping between the sidewalk and top back of curb. The reduction in the dedicated area will create the need for a higher quality useable area and will allow for more affordable lots. The flow of this project integrates itself into the larger Cattail Creek neighborhood though maintaining a continuous pedestrian path connecting the neighborhood park, trails, and sidewalks, not only around the development, but also through the open space center of the development. The open space center of the development helps to create a more intimate sense of place for the development as a micro neighborhood for its inhabitants within the larger subdivision. The addition of a bus stop at the edge of development encourages the use of public transportation and neighbor interaction. We believe the parkland dedication is adequate regarding the existing parkland in Phase 1, 2A and 2B. However, we are requesting that this additional parkland be used in consideration of the cash in lieu as outlined in the UDO for densities greater than 8 units per acre. We appreciate your review and thoughts regarding the requested variance items within the proposed PUD. H:\1097\001\DOCS\PUD Submittal\working folder\S‐variances.doc 323 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. BOZEMAN, MT 59715 406-581-3319 www.g-e-i.net 204 N. 11th Ave., Bozeman, MT 59715 (406) 581-3319 www.g-e-i.net Page 1 of 1 Waivers (38.41.060) Cattail Properties Waivers granted per Subdivision Preapp and PUD Concept Plan Submittal request dated June 23, 2014 and subsequent response by Chris Saunders dated August 13, 2014. Surface Water Floodplains Groundwater Geology Vegetation Wildlife Historical Features Agriculture Agricultural Water User Facilities Park and Recreation Facilities Neighborhood Center Plan Miscellaneous H:\1097\001\DOCS\PUD Submittal\E-narrative.doc 324 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. BOZEMAN, MT 59715 406-581-3319 www.g-e-i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 3 June 23, 2014 City of Bozeman Planning Department 20 East Olive St. P.O. Box 1230 Bozeman, MT 59771 Re: Cattail Properties – Subdivision Preapp & PUD Concept Plan Submittal Dear Planning Staff: Please find attached the Subdivision Preapp & Concept Plan submittals for Cattail Properties, comprised of 56 townhome lots located on Cattail Street, west of Blackbird Drive, within Phase 2A of the Cattail Creek Subdivision. Also included is a check for the review fees in the amount of $3010, along with 2 full-sized, 26 - 11x17 and 2 digital copies of the plans. The checklists for the Subdivision PreApp and the PUD Concept Plan area attached, with additional narrative and description for certain items below. PRE-APP CHECKLIST NARRATIVE: D.6 – Embankments, water courses, etc. – N/A – The property does not have any water courses, drainage channels, pondering, floodway, outcrops etc. D.13 – Commercial Centers – N/A – The development does not have any sites for commercial centers, churches, schools, manufacturing housing community, etc. D.14 – Affordable Housing – N/A D.15 – Future Development/Phases – N/A – This project is planned to be developed in one phase with no remainders. D.18 – List of Variance Requests 1. Lots 12-15 Rear yard reduced to 5’ from 20’ (UDC 38.08.050) These lots all back to an open space lot, created for a proposed detention pond. We request that the required rear setback for these lots be reduced to 5’ from 20’ to allow for a larger open space lot for the proposed detention pond. The fact that the lots back to the open space lot will offer a similar rear yard buffer. 2. Lots 20-31 Rear yard reduced to 10’ from 20’ (UDC 38.08.050) The rear yard for these lots is adjacent to “Park F” of the Cattail Creek Subdivision. The 30’ wide park is for a trail system and separates the proposed project from the Unzoned property to the south. We ask for the reduction in rear yard setback to match the utility easement at 10’ wide, due to the existing park already providing 30’ of separation from the adjacent property. 3. Lots 32-38 Rear yard reduced to 12’ from 20’ (UDC 38.08.050) The property to the west has a similar use and therefore we ask for the reduction in rear yard setback to match the utility easement at 12’ wide, which closely matches the setback of the buildings to the west. 4. Lots 39-56 Rear yard reduced to 5’ from 20’ (UDC 38.08.050) These lots all back to each other and to a central park. We request that the required rear setback for these lots be reduced to 5’ from 20’ to allow for more usable space within the lots. The central park will offer additional separation between the structures. 325 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 2 of 3 5. Minimum Average Lot Size to 2,600 square feet from 3,000 square feet for townhomes (UDC 38.08.040) To assist in the creation of affordable lots, we request a reduction in the minimum average lot area per dwelling to 2,600 square feet from 3,000 square feet as it allows for an increase in the number of proposed townhome lots on the two existing lots, thus reducing the price per lot. 6. Sidewalk only on one side of road (38.27.080.A) To assist in the creation of affordable lots, we request a variance to allow sidewalk frontage on only one side of the street. The reduction in infrastructure costs and the increase in usable area will allow for more affordable lots. 7. Minimum street width to 27’ TBC-TBC from 31’ (UDC 38.24.020) To assist in the creation of affordable lots, we request a variance to reduce the street width as measured from top back curb to top back curb to 27’. The reduction in infrastructure costs and increase in usable area will allow for more affordable lots. 8. Minimum Street Right of Way reduction to 37’ (UDC 38.24.020) To assist in the creation of affordable lots, we request a variance to reduce the street right-of-way width to 37’ from 60’. The reduction in dedicated area will create more useable area and will allow for more affordable lots. 9. Parkland dedication (UDC 38.27.020.A.1.a) The attached park dedication calculations show that when Cattail Creek Subdivision was originally platted, enough parkland was dedicated to account for a density in excess of 18.9 units per net acre in the areas zoned R-3. Prior to development the lots included in this submittal had 5.21 net acres of lot area. This area resulted in 2.95 acres of parkland dedication allocated to them. With the current development plan, the lots have approximately 3.40 net acres of lot area. At a maximum density of 12 units per acre and 0.03 acres of parkland necessary per dwelling, a total of 1.22 acres of parkland is required. Since the previously allocated parkland dedication exceeds the required parkland area by 1.73 acres, we ask that no additional cash-in-lieu of parkland be required. D.19 – List of Waivers from 38.41.060 1. Surface Water – the project does not contain any surface water 2. Floodplains – the project is not within or adjacent to a mapped floodplain 3. Groundwater – groundwater will be addressed during the building permit process 4. Geology – The projects does not contain any geologic hazards, unusual geologic features or significant cuts & fills. 5. Vegetation – the property does not contain any existing trees or any significant vegetation necessitating protection. 6. Wildlife – The property does not include significant or key wildlife habitat according to the recent subdivision study. 7. Historical Features – The property does not contain any known historical features according to the recent subdivision study. 8. Agriculture – The property has not been in agricultural production for many years. 9. Agricultural Water User Facilities – The property does not contain any agricultural water facilities. 10. Storm water Management – We request a waiver on the storm water as it has already been accounted for in the storm water calculations for Phase 2 of the Cattail Creek Subdivision. Please see attached the Design Report from Phase 2. We also completed a rough calculation that verified that the existing storm pond appears to be sized for a 10 year storm with the developed area having a Post Development C of 0.70. The current site plan for Cattail Properties has a weighted C value of 0.70 and therefore the storm water from the proposed development should be accounted for by the existing storm pond in Open Space C on the Subdivision Plat for Phase 2. 326 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 3 of 3 11. Water & Sewer – Partial Waiver – We request to complete a design report only for the water & sewer facilities within the proposed townhouse project. 12. Streets, Roads & Alleys – Partial Waiver – We request to only provide a trip generation calculation for the proposed project as the original subdivision completed a full traffic study. 13. Utilities – No waiver requested 14. Educational Facilities – No waiver requested 15. Land Use – No waiver requested 16. Parks & Recreation Facilities – we request a waiver based on information included in D.18.9 above. 17. Neighborhood Center Plan – With the project being under 10 acres, a neighborhood center is not required per UDC 38.23.020. 18. Lighting Plan – No waiver requested 19. Miscellaneous – The project is not adjacent to any public lands or abnormal safety hazards. 20. Affordable Housing – No Waiver requested D.20 – Stormwater Management Permit – N/A – A Stormwater Management Permit will be completed prior to construction. A grading and drainage plan will be completed as part of the preliminary plat application. PUD CONCEPT PLAN – CHECKLIST NARRATIVE 1. The site is currently two vacant lots, subdivided in 2003 as part of Phase 2A & 2B of the Cattail Creek Subdivision. The lots are covered with native grasses which are mowed 2-3 times per year. The property is adjacent to existing parkland on two sides, with a trail system also running along two sides of the property. The park to the east of the project contains a basketball court and another park containing slides, swings and other infrastructure is less than 600’ to the north of the proposed project. The project is completely surrounded by Phase 2A of the Cattail Creek Subdivision, with all the adjacent lots being Zoned R-3. The property to the south of Cattail Creek Subdivision is currently divided into lots ranging between 8-16 acres, which are not annexed into the City and are zoned AS (Agricultural Suburban). The property to the west of Cattail Creek Subdivision, west of Davis Lane, is also an undeveloped parcel, not annexed into the City and zoned AR. The lots north of the project, within Cattail Creek Subdivision cascade in density with the lots nearest to the subject property being zoned R-3, with the zoning changing to R-2 and eventually to R-1. 4. A Stormwater Management Permit will be completed prior to construction. A grading and drainage plan will be completed as part of the preliminary plat application. If you have any questions or comments, please contact us at 581-3319. Sincerely, __________________________ ____________________________ Chris Wasia, P.E. Jeremy May, P.E. Genesis Engineering, Inc. Genesis Engineering, Inc. www.g-e-i.net H:\1097\001\DOCS\Preapp-Concept Plan\cover letter.doc 327 Development Review Division Policy and Planning Division Building Division CITY OF BOZEMAN DEPARTMENT OF COMMUNITY DEVELOPMENT Alfred M. Stiff Professional Building 20 East Olive Street P.O. Box 1230 Bozeman, Montana 59771-1230 phone 406-582-2260 fax 406-582-2263 planning@bozeman.net www.bozeman.net August 13, 2013 Genesis Engineering 204 N. 11th Avenue Bozeman, MT 59715 RE: Cattail Properties MaSub Pre-Application #P-14034 and Concept PUD Application Z-14231 Dear Mr. Wasia: The above-referenced Major Subdivision and Planned Unit development (PUD) applications were reviewed to determine issues of concern and identify recommended adjustments prior to formal submittals. Attached are the formal comments from the Planning and Engineering offices which incorporate all the comments from the Development Review Committee. The City has also considered the requested waivers of submittal materials. Generally, the requested waivers are granted with the following exceptions. Please note the specific information for Storm Water Management does need to be provided to verify the adequacy of the existing Cattail Creek Subdivision facilities as well as the proposed on-site work. Similarly, due to the passage of time from the original platting of the subdivision it is necessary to verify that adequate capacity within water and sewer services exists in addition to the on-site design report. For Streets, Roads, and Alleys a traffic generation report is adequate but with the proposed alternate street configurations a detailed description of street function and adequacy to handle the proposed development (daily trips, emergency access, and parking functions) needs to be included as part of the submittal. Please feel free to contact me at 582-2260 if you have any questions. Respectfully, Chris Saunders, AICP Attachments: Planning and Engineering comments CC: Bayliss Architects, PO Box 1134, Bozeman MT 59771 Taylor Properties Inc., 20101 SW Birch St, STE 151, Newport Beach CA 92660-1749 328 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. BOZEMAN, MT 59715 406-581-3319 www.g-e-i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 3 June 23, 2014 City of Bozeman Planning Department 20 East Olive St. P.O. Box 1230 Bozeman, MT 59771 Re: Cattail Properties – Subdivision Preapp & PUD Concept Plan Submittal Dear Planning Staff: Please find attached the Subdivision Preapp & Concept Plan submittals for Cattail Properties, comprised of 56 townhome lots located on Cattail Street, west of Blackbird Drive, within Phase 2A of the Cattail Creek Subdivision. Also included is a check for the review fees in the amount of $3010, along with 2 full-sized, 26 - 11x17 and 2 digital copies of the plans. The checklists for the Subdivision PreApp and the PUD Concept Plan area attached, with additional narrative and description for certain items below. PRE-APP CHECKLIST NARRATIVE: D.6 – Embankments, water courses, etc. – N/A – The property does not have any water courses, drainage channels, pondering, floodway, outcrops etc. D.13 – Commercial Centers – N/A – The development does not have any sites for commercial centers, churches, schools, manufacturing housing community, etc. D.14 – Affordable Housing – N/A D.15 – Future Development/Phases – N/A – This project is planned to be developed in one phase with no remainders. D.18 – List of Variance Requests 1. Lots 12-15 Rear yard reduced to 5’ from 20’ (UDC 38.08.050) These lots all back to an open space lot, created for a proposed detention pond. We request that the required rear setback for these lots be reduced to 5’ from 20’ to allow for a larger open space lot for the proposed detention pond. The fact that the lots back to the open space lot will offer a similar rear yard buffer. 2. Lots 20-31 Rear yard reduced to 10’ from 20’ (UDC 38.08.050) The rear yard for these lots is adjacent to “Park F” of the Cattail Creek Subdivision. The 30’ wide park is for a trail system and separates the proposed project from the Unzoned property to the south. We ask for the reduction in rear yard setback to match the utility easement at 10’ wide, due to the existing park already providing 30’ of separation from the adjacent property. 3. Lots 32-38 Rear yard reduced to 12’ from 20’ (UDC 38.08.050) The property to the west has a similar use and therefore we ask for the reduction in rear yard setback to match the utility easement at 12’ wide, which closely matches the setback of the buildings to the west. 4. Lots 39-56 Rear yard reduced to 5’ from 20’ (UDC 38.08.050) These lots all back to each other and to a central park. We request that the required rear setback for these lots be reduced to 5’ from 20’ to allow for more usable space within the lots. The central park will offer additional separation between the structures. 329 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 2 of 3 5. Minimum Average Lot Size to 2,600 square feet from 3,000 square feet for townhomes (UDC 38.08.040) To assist in the creation of affordable lots, we request a reduction in the minimum average lot area per dwelling to 2,600 square feet from 3,000 square feet as it allows for an increase in the number of proposed townhome lots on the two existing lots, thus reducing the price per lot. 6. Sidewalk only on one side of road (38.27.080.A) To assist in the creation of affordable lots, we request a variance to allow sidewalk frontage on only one side of the street. The reduction in infrastructure costs and the increase in usable area will allow for more affordable lots. 7. Minimum street width to 27’ TBC-TBC from 31’ (UDC 38.24.020) To assist in the creation of affordable lots, we request a variance to reduce the street width as measured from top back curb to top back curb to 27’. The reduction in infrastructure costs and increase in usable area will allow for more affordable lots. 8. Minimum Street Right of Way reduction to 37’ (UDC 38.24.020) To assist in the creation of affordable lots, we request a variance to reduce the street right-of-way width to 37’ from 60’. The reduction in dedicated area will create more useable area and will allow for more affordable lots. 9. Parkland dedication (UDC 38.27.020.A.1.a) The attached park dedication calculations show that when Cattail Creek Subdivision was originally platted, enough parkland was dedicated to account for a density in excess of 18.9 units per net acre in the areas zoned R-3. Prior to development the lots included in this submittal had 5.21 net acres of lot area. This area resulted in 2.95 acres of parkland dedication allocated to them. With the current development plan, the lots have approximately 3.40 net acres of lot area. At a maximum density of 12 units per acre and 0.03 acres of parkland necessary per dwelling, a total of 1.22 acres of parkland is required. Since the previously allocated parkland dedication exceeds the required parkland area by 1.73 acres, we ask that no additional cash-in-lieu of parkland be required. D.19 – List of Waivers from 38.41.060 1. Surface Water – the project does not contain any surface water 2. Floodplains – the project is not within or adjacent to a mapped floodplain 3. Groundwater – groundwater will be addressed during the building permit process 4. Geology – The projects does not contain any geologic hazards, unusual geologic features or significant cuts & fills. 5. Vegetation – the property does not contain any existing trees or any significant vegetation necessitating protection. 6. Wildlife – The property does not include significant or key wildlife habitat according to the recent subdivision study. 7. Historical Features – The property does not contain any known historical features according to the recent subdivision study. 8. Agriculture – The property has not been in agricultural production for many years. 9. Agricultural Water User Facilities – The property does not contain any agricultural water facilities. 10. Storm water Management – We request a waiver on the storm water as it has already been accounted for in the storm water calculations for Phase 2 of the Cattail Creek Subdivision. Please see attached the Design Report from Phase 2. We also completed a rough calculation that verified that the existing storm pond appears to be sized for a 10 year storm with the developed area having a Post Development C of 0.70. The current site plan for Cattail Properties has a weighted C value of 0.70 and therefore the storm water from the proposed development should be accounted for by the existing storm pond in Open Space C on the Subdivision Plat for Phase 2. 330 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 3 of 3 11. Water & Sewer – Partial Waiver – We request to complete a design report only for the water & sewer facilities within the proposed townhouse project. 12. Streets, Roads & Alleys – Partial Waiver – We request to only provide a trip generation calculation for the proposed project as the original subdivision completed a full traffic study. 13. Utilities – No waiver requested 14. Educational Facilities – No waiver requested 15. Land Use – No waiver requested 16. Parks & Recreation Facilities – we request a waiver based on information included in D.18.9 above. 17. Neighborhood Center Plan – With the project being under 10 acres, a neighborhood center is not required per UDC 38.23.020. 18. Lighting Plan – No waiver requested 19. Miscellaneous – The project is not adjacent to any public lands or abnormal safety hazards. 20. Affordable Housing – No Waiver requested D.20 – Stormwater Management Permit – N/A – A Stormwater Management Permit will be completed prior to construction. A grading and drainage plan will be completed as part of the preliminary plat application. PUD CONCEPT PLAN – CHECKLIST NARRATIVE 1. The site is currently two vacant lots, subdivided in 2003 as part of Phase 2A & 2B of the Cattail Creek Subdivision. The lots are covered with native grasses which are mowed 2-3 times per year. The property is adjacent to existing parkland on two sides, with a trail system also running along two sides of the property. The park to the east of the project contains a basketball court and another park containing slides, swings and other infrastructure is less than 600’ to the north of the proposed project. The project is completely surrounded by Phase 2A of the Cattail Creek Subdivision, with all the adjacent lots being Zoned R-3. The property to the south of Cattail Creek Subdivision is currently divided into lots ranging between 8-16 acres, which are not annexed into the City and are zoned AS (Agricultural Suburban). The property to the west of Cattail Creek Subdivision, west of Davis Lane, is also an undeveloped parcel, not annexed into the City and zoned AR. The lots north of the project, within Cattail Creek Subdivision cascade in density with the lots nearest to the subject property being zoned R-3, with the zoning changing to R-2 and eventually to R-1. 4. A Stormwater Management Permit will be completed prior to construction. A grading and drainage plan will be completed as part of the preliminary plat application. If you have any questions or comments, please contact us at 581-3319. Sincerely, __________________________ ____________________________ Chris Wasia, P.E. Jeremy May, P.E. Genesis Engineering, Inc. Genesis Engineering, Inc. www.g-e-i.net H:\1097\001\DOCS\Preapp-Concept Plan\cover letter.doc 331 332 333 Development Review Division Policy and Planning Division Building Division CITY OF BOZEMAN DEPARTMENT OF COMMUNITY DEVELOPMENT Alfred M. Stiff Professional Building 20 East Olive Street P.O. Box 1230 Bozeman, Montana 59771-1230 phone 406-582-2260 fax 406-582-2263 planning@bozeman.net www.bozeman.net August 13, 2013 Genesis Engineering 204 N. 11th Avenue Bozeman, MT 59715 RE: Cattail Properties MaSub Pre-Application #P-14034 and Concept PUD Application Z-14231 Dear Mr. Wasia: The above-referenced Major Subdivision and Planned Unit development (PUD) applications were reviewed to determine issues of concern and identify recommended adjustments prior to formal submittals. Attached are the formal comments from the Planning and Engineering offices which incorporate all the comments from the Development Review Committee. The City has also considered the requested waivers of submittal materials. Generally, the requested waivers are granted with the following exceptions. Please note the specific information for Storm Water Management does need to be provided to verify the adequacy of the existing Cattail Creek Subdivision facilities as well as the proposed on-site work. Similarly, due to the passage of time from the original platting of the subdivision it is necessary to verify that adequate capacity within water and sewer services exists in addition to the on-site design report. For Streets, Roads, and Alleys a traffic generation report is adequate but with the proposed alternate street configurations a detailed description of street function and adequacy to handle the proposed development (daily trips, emergency access, and parking functions) needs to be included as part of the submittal. Please feel free to contact me at 582-2260 if you have any questions. Respectfully, Chris Saunders, AICP Attachments: Planning and Engineering comments CC: Bayliss Architects, PO Box 1134, Bozeman MT 59771 Taylor Properties Inc., 20101 SW Birch St, STE 151, Newport Beach CA 92660-1749 334 MUNICIPAL FACILITIES EXCLUSION CHECKLIST (formerly called master plan exclusion) Below, please find the information required under § 76-4-127 MCA regarding a municipal facilities exclusion for this subdivision within a growth policy area or first-class or second-class municipality. 1. Is this subdivision exempt from the Montana Platting and Subdivision Act §76-3 MCA ? Yes ___ No ___ If yes, then you may not use the Municipal Facilities Exclusion for this subdivision 2. Does this subdivision affect property with a Title 76-4 Approval? Yes ______ No _______ If yes, then you may not use the Municipal Facilities Exclusion for this subdivision 3. Name of Subdivision:____________________________________________________________ 4. Name and address of the applicant:__________________________________________________ __________________________________________________ 5. Name and address of engineer: ____________________________________________________ ____________________________________________________ 6. Copy of the preliminary or final plat: Attached ____, Number of parcels in the subdivision: _____ 7. A copy of any applicable zoning ordinances in effect: ___________________________________ 8. How construction of the sewage disposal and water supply systems or extensions will be financed (method of financing): ___________________________________________________________ 9. Certification that the subdivision is within a jurisdictional area that has adopted a growth policy or within a first-class or second-class municipality:____________________________________ 10. Copy of Growth Policy: On file ____________ Attached: ___________ 11. Location of the subdivision to the city or town, vicinity map attached: Yes ____ No _____ 12. Are adequate municipal facilities, as defined in §76-4-102 MCA, for the supply of water and disposal of sewage and solid waste available or will they be provided within the time provided allowed under§76-3-610, MCA Yes ____ No _____ 13. Has the governing body has reviewed and approved plans to ensure adequate storm water drainage Yes ____ No _____. 14. Will an extension of the existing sewer main(s) be necessary to serve this subdivision? Yes _____ No _____ 15. Will an extension of the existing water main(s) be necessary to serve this subdivision? Yes _____ No _____ 16. Exclusion Checklist review fee, ($100) included: Yes _______ No __________ 17. I certify that adequate municipal facilities for the supply of water and disposal of sewage and solid waste are available or will be provided within the time allowed under§76-3-610, MCA , and I certify that the governing body has reviewed and approved plans to ensure adequate storm water drainage. I further certify that I am authorized to sign this form on behalf of the governing body. Name __________________________________ Signature _____________________________ Dept __________________________________ Title _________________________________ City _____________ Zip_____________ Phone _____________________ Please sign and send with the $100.00 review fee to: MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY SUBDIVISION REVIEW SECTION, PERMITTING AND COMPLIANCE DIVISION PO BOX 200901 HELENA, MT 59620 Revised 10/09/14 335 ARTICLE VII - ARCHITECTURAL GUIDELINES I. BUILDING GUIDELINES. Section 1. Purpose. These Architectural Guidelines allow for flexibility while maintaining architectural continuity, and are intended to compliment the Bozeman Zoning Regulations and ordinances. The aesthetics, materials and forms common with Craftsman, Prairie, Bungalow style homes provide a traditional aesthetic feel, with prominent front porches facing tree lined streets, while incorporating contemporary floorplans and designs. The use of natural stone, and rock, are encouraged for the front facing exterior to enhance the traditional appearance of the homes. Rather than dictate specific design elements, the Architectural Guidelines are provided to assist Owners, builders, and architects in designing homes that are compatible with these styles, and the architectural character and elements associated with traditional neighborhood values and lifestyles. Section 2. Design Criteria and General Regulations. It is the intention of the Covenants to ensure that all homes shall be of quality workmanship and materials compatible with the other homes in the Cattail Properties Planned Unit Development. All initial or subsequent improvements to Lots in the P.U.D. shall be subject to the following architectural and landscaping guidelines. All plans must be approved by the Architectural Review Committee (ARC) as provided herein, prior to application to the City of Bozeman for a building permit. No construction of, or alteration to, any Improvements shall be commenced on any Lot prior to receiving the written approval of the ARC and a building permit from the City of Bozeman. All Lots in the P.U.D. are subject to the zoning regulations and ordinances of the City of Bozeman. In addition to these Covenants and the zoning regulations and ordinances, building design may be regulated by other City, County, State and Federal agencies. The Owner shall be responsible to ensure conformance with all applicable regulations. All residences shall meet the Energy Star Certified Home Version 3 Program requirements. All residences shall be Energy Star Certified Homes which will make them 20 percent more efficient than standard homes. All residences shall include a commitment to use EPA’s WaterSense certified products for all kitchen, bathroom and irrigation hardware. All residences shall have provisions for alternative energy sources. Units will have a 336 provision to provide for future solar domestic hot water. All residences shall utilize the following methods to reduce energy consumption: Use of Energy Star appliances, water use products conforming to the EPA program WaterSense and on demand hot water heaters. Better building insulation systems. Increased R-values and use of foam insulation to seal possible draft areas. Use of efficient LED site lighting. Section 3. Single Family and Townhome Residence Lots. The Lots in the P.U.D. shall be used exclusively for the construction of single family or townhome residences only. Section 4. Home Occupations. Home occupations or professions may be conducted upon the Lot or within the residence by the Owner or occupant of the residence, provided that there are no employees on the premises, and there is no advertising of any product, work for sale, or service provided to the public upon such Lot or in the residence. No advertising or directory signs relating to the home occupation shall be allowed. No child care centers shall be allowed. All such home occupations or professions must comply with the requirements of the Bozeman Zoning Regulations or ordinances regarding such activities, and all required licenses must be obtained prior to commencing such activities. Section 5. Exterior Walls and Facades. A. Materials. The exterior siding of all residences and Improvements shall consist of natural stone or high quality simulated stone, rock, wood, wood products or wood look- alike products, or cement board siding building materials approved by the ARC. Stucco or EIFS with a smooth or roughcast (pebbled) finish may also be permitted upon approval. No vinyl siding, cement block, or panel siding similar to T1-11 siding or plywood sheet siding is permitted. Any use of sheet or panel metal siding must be approved by the ARC. All facades of a residence or Improvement shall be made of the same materials and similarly detailed. B. Colors. The color palette of the body of the residence shall be traditional colors, including earth tones, pastels, neutral, natural wood, or muted primary colors, that harmonize and compliment the neighboring properties. Trim, frames, doors, garage doors, and windows shall be the same color as the main body of the home or a compatible 337 accent color. Color schemes must be varied from 2 adjacent properties, in each direction. All exterior wood shall be painted or stained. C. Design Direction. No diagonals (sloping lines) other than roof slopes shall be visible on any facade. Siding shall be run horizontally, with the only exception being below the roof line but above the first level, where it may be run vertically. Maximum lap siding exposure is 6" unless approved otherwise. Stone shall be set in an un-coursed pattern with a horizontal orientation. Section 6. Windows and Doors. All windows shall be of double or triple glazing. "LowE" coatings are permitted, but no mirror glazing shall be allowed. All windows and sliding glass, french, or atrium doors shall be vinyl, aluminum clad wood or similar material. Unclad custom built windows for individual applications shall be trimmed and painted to appear the same as the other windows in the structure. The patterns, sizing, and symmetry of windows and doors shall be of consistent types and shapes, in accordance with the design of the structure. Sliding doors may only be used in rear yard locations unless otherwise approved by the ARC. Section 7. Foundation Design. All building foundations shall be constructed to at least 18" above the top of the curb. Exposed concrete shall be limited to a maximum of 6 inches from the bottom of the siding to the finish grade. Exposures of more than 6 inches shall be covered by shrubs, masonry veneer, texture concrete surface such as exposed aggregate or synthetic stucco. Section 8. Roofs. A. Form, Pitch and Eaves. Roof forms shall consist of traditional gable, hip, or shed roof designs. Secondary roof forms are encouraged to enhance architectural scale and variety. No roof ridge line shall extend more than forty (40) feet without interruption by an intersecting roof line, secondary roof structure, or step down roof. Primary roof forms shall have a minimum pitch of 4:12. Secondary roof forms may have varying roof pitches, but no roof component shall have a pitch less than 3:12. All primary roof forms shall have a roof overhang or eave projection and gable of a minimum of 24 inches, measured from the finished wall. Secondary roof forms may have proportionally reduced overhangs or eave projections. Soffits shall be required 338 to cover all rafter tails and rough framing material except where framing members are finished and protected from exposure. All roof edges shall have a minimum fascia of 6 inches in height. B. Materials. Roofs shall be covered with shakes, tiles or shingles, and no rolled roofing shall be allowed. Exposed aluminum or silver flashing around chimneys or roof valleys shall not be allowed unless colored, textured or painted to match or complement the roof design and color. Rain gutters should be colored to match the trim or color of the roof. Steel galvanized gutters are not permitted. C. Roof Equipment. All roof mounted equipment shall be integrated into the overall roof design and screened. All sewer, bath fan, hot water heater, wood or gas stove, or other roof venting stacks shall be painted a color as similar as possible to the roof material color. Skylights shall be flat in profile (no bubbles or domes). Skylights shall be applied parallel and flat to the roof and are not to be on any roof parallel to the street. Any use of solar panels or collectors must first be approved by the ARC. Any approved solar panels or collectors shall be inconspicuously located, and shall be integrated into the overall roof design, parallel with the slope of the roof or wall of the building, and are not to be on any roof parallel to the street. D. Chimneys. Chimneys may exit the building on an exterior wall or within the structure. It is strongly encouraged that chimneys emerge from the highest roof volume. When part of an exterior wall, chimneys may be used as an accent form to break up the mass of the wall. Prefabricated metal flues shall be concealed within a chimney. Chimney caps may extend no more than 16” above the chimney top. Chimneys shall be of a material that compliments the other exterior finishes, and may include brick, natural stone, stucco, or wood framing when the finished wood material is the same as the siding. Section 9. Porches. Main entry doors are encouraged to be either with a porch or gable extending over the entrance, and/or recessed from the primary facade of the house. It shall provide weather protection and visual definition. Front porches are intended to be open to allow for interaction with the street. Porch screens and glazing are not permitted. Porch railings are encouraged to be closed and constructed of the same material as the 339 adjacent form, unless otherwise approved. Front stoops shall be made of brick, concrete, or stone. Wood may be used only when constructed to form an apparently solid mass. Porch supports shall be stone, masonry or concrete piers no less than 16” x 16” square, or wood piers no less than 8” x 8” square. Tapered columns may not be smaller than 8” x 8” at the top. The space below front porches shall be enclosed and integrated into a closed band, interrupted as necessary for drainage. Exterior stairs visible from nearby streets or public spaces shall only show stepped horizontal railings, except that diagonal handrails may be attached thereto. Exceptions will be considered on design merit. Any attached flower boxes and planters shall be made of materials integrated into a closed band. Section 10. Decks. Decks may be located only in rear yards. The space below first floor elevated decks visible from nearby streets or public spaces shall be enclosed or covered with wood lattice, with a maximum of 1-1/2” space between strips. Section 11. Exterior Lighting. All exterior residential lighting must be free of glare and shall be fully shielded or shall be indirect lighting. All exterior residential lighting on all Lots must be incandescent and limited to a maximum of 60-watt incandescent bulbs, and shall be of such focus and intensity so as to not cause disturbance to adjacent Lots. No direct lighting shall shine beyond the Lot line of any parcel. No exposed bulbs, mercury vapor or high-pressure sodium lights are permitted. Decorative fixtures, or recessed or canned lighting is encouraged for porches, main entrances and other exterior applications to achieve softer, non-glare, lighting effects. All residential lighting shall comply with the City of Bozeman lighting requirements. Recessed or can lighting is encouraged for porches and main entrances for softer lighting effects. Clear glass fixtures (i.e. coach lantern style) are prohibited. Honey glass or amber glass panels are encouraged as an alternate. Obtrusive flood lighting and front yard landscape/pathway lighting, and clear glass or exposed bulb (non-cutoff) fixtures are prohibited. Yard and walkway lighting shall be compatible with the scale and architectural design of the main residence. Standardized street lighting will be installed as required by the City of Bozeman throughout the P.U.D. All exterior lighting and exterior lighting changes shall be approved by the Committee. 340 For the purposes of this paragraph, the following definitions shall apply: Fully Shielded lights: Outdoor residential light fixtures shielded or constructed so that no light rays are emitted by the installed fixture at angles above the horizontal plane as certified by photometric testing. Indirect Light: Direct light that has been reflected or has scattered off of other surfaces. Glare: Light emitting from a luminaire with an intensity great enough to reduce a viewer's ability to see. Section 12. Parking A. Private driveway parking spaces shall be no less than 12 feet x 19 feet with access to a street. B. Garage parking shall be no less than 21 feet x 22 feet. C. Trash containers shall be located within the garages at all times, except for garbage pickup day. Section 13. Zoning. All zoning, land use regulations and all other laws, rules and regulations of any government or agency under whose jurisdiction the property and Lots lies are considered to be part of these Covenants and enforceable hereunder; and all of the Owners of said Lots and properties shall be bound by such laws, rules and regulations. In the event there is a conflict between the Covenants and the applicable zoning, the most restrictive provision of either the Covenants or the zoning shall control. Section 14. Easements. There are reserved, as shown in the plat and as may otherwise be reserved, easements for the purposes of constructing, operating, maintaining, enlarging, reducing, removing, laying or relaying lines and related facilities and equipment for utilities, including, but not limited to, those providing gas, communication and electrical power. Fencing, hedges and other items allowed by the Covenants may be placed along and in the easements as long as the intended use of such easements are not prevented. II. SITE DESIGN GUIDELINES. Section 1. Townhome and Single Family Lots. 341 All building plans shall be submitted to the Architectural Review Committee to confirm compliance with the standards below. Variances to the code may be granted on the basis of specific urban conditions. All building plans shall conform to the City of Bozeman Building Department's requirements and the applicable Uniform Building Code. Section 2. Density. No more than one (1) single family residence or townhome may be built on each Lot. Section 3. Minimum Dwelling Sizes. Each Lot shall provide the minimum living space exclusive of garages, decks, porches and carports of 1,600 square feet above grade, with a minimum of 1,200 square feet above grade on the ground floor, unless otherwise approved by the Committee. ARTICLE VIII - LANDSCAPE DESIGN Section 1. Definitions. Front Yard: The areas from the set back (build-to) line to the property line, and from side Lot line to side Lot line. Side Yard Corridor: The area from the side of the residence to the side Lot line, less front yard and rear yard. Rear Yard: The area from the back of the residence extending to the rear property line. Section 2. Driveways. All driveways and parking areas shall be surfaced with concrete. Section 3. Sidewalks. Sidewalks shall be constructed to City of Bozeman standards, and shall be installed at the time homes are constructed on individual Lots, if they have not been previously installed. Section 4. Fences. Maximum fence height is 5’-0” unless a relaxation (6’-0” maximum) is requested and granted from the ARC. However, the maximum fence height for any area that is adjacent to or borders a linear park shall be 4’-0” and the maximum height for fences in corner sideyards shall be 5’-0”. No fences are allowed in required vehicle vision triangles, and the maximum height of landscaping in required vehicle vision triangles 342 is 30”. No fences are allowed in front yards unless approved by the ARC. Rear yards may be fenced with wood or materials that look like wood (excluding split rail). Rear yard fencing cannot extend past the mid-point of the residence and garage. The front yard shall not be fenced. Any fence or wall constructed so as to have only one elevation “finished,” which shall be defined as not having its supporting members significantly visible, shall be erected such that the finished elevation of the fence is exposed to the adjacent property and street. Fence design and location must be approved by the ARC. Fence designs should have a cap board or if a picket fence, have a flat top or dog-ear cut. No wire, chain link, or vinyl fencing is permitted. Fencing shall be maintained in good condition. Fences in the rear yards adjoining any parks or trails shall not be higher than four feet and must be approved by the ARC. Section 5. Antennas and Satellite Dishes. No external television or radio antennas shall be permitted. Smaller satellite dishes of the latest technology (not exceeding two feet in diameter) will be allowed. All satellite dishes shall be inconspicuously located, and screened from neighboring and street views when possible. Section 6. Utilities. All utilities, including but not limited to natural gas, electricity, telephone, and cable television, shall be located underground. Section 7. Landscaping. Each Lot owner will be required to meet minimum landscape specifications consistent with the overall plan for the P.U.D. These will include, but are not limited to: street trees, large canopy trees in specified yards, shrubs, mixed planting beds and turf lawns. Landscaping will be required for the entire Lot, including up to the actual edge of the road, curbs, and sidewalks. Landscape, grading and irrigation plans shall be submitted and approved by the ARC concurrently with the plans for the residence. Owners are required to maintain the landscaping on their Lots in a manner that does not detract from the appearance and value of the adjoining Lots or the aesthetics of the P.U.D. Landscape maintenance will be enforced by the Association as provided in these Covenants. Section 8. Trees. 343 All Lot owners shall plant a minimum of trees and shrubs to enhance the aesthetic features of their Lot. Trees are encouraged to be planted in clusters rather than at regular intervals around the Lots. Shrubs and flowers may be used to provide a transition from the tree clusters to the lawn surfaces. Unless prevented by a utility easement or garage access, the Owner shall plant a minimum of one tree for each Lot near the street in front yards. Rear yard trees are encouraged but not required. All trees must be planted a minimum of 8 feet from the Lot line when adjacent to a neighbor, and may not be planted in the utility easements. It is the responsibility of the Owner to contact the appropriate utility companies before digging. Tree varieties shall be selected from varieties recommended by the City of Bozeman Zoning Regulations or ordinances. When selecting from provided species list, it is the responsibility of the property owner to check the appropriateness of that species with specific site conditions. Deciduous trees are encouraged to be placed on the southern and western during the winter months. Deciduous trees must be planted a minimum of 20 feet from the eaves. Planting beds and any bedding around tree base areas shall be mulch or earth tone stone (not white). Section 9. Weeds. The Owner of each Lot shall control the weeds and all noxious plants on their Lot; provided, however, that the Owner shall not use spray or killing materials in such a way as to be harmful to humans or animals or to the neighboring or common area vegetation. In the event an Owner shall not control the weeds and noxious plants on their Lot, the Association, after ten days written notice to an owner to control the same, may cause the weeds or noxious plants to be controlled, and may assess the Lot owner for the costs thereof, as set forth in these Covenants. 344 1 AFTER RECORDING return to: Taylor Properties, Inc. 20101 SW Birch Street, Ste. 151 Newport Beach, CA 92660-1749 DECLARATION OF PROTECTIVE COVENANTS AND RESTRICTIONS FOR CATTAIL PROPERTIES SUBDIVISION THIS DECLARATION is made this ______day of ________________, 2014, by Taylor Properties, Inc., hereinafter referred to as "Declarant"; W I T N E S S E T H: WHEREAS, Declarant is the owner of the following described property situated in the City of Bozeman, County of Gallatin, Montana, more particularly described on Exhibit “A” attached hereto and incorporated herein. WHEREAS, Declarant intends to develop, sell and convey the above-described real property, hereinafter referred to as “Cattail Properties Subdivision”; and, WHEREAS, Declarant is creating a townhome-style subdivision with fifty (50) townhome lots, forty-six (46) townhomes will have a common wall and four (4) townhomes will be stand alone; and WHEREAS, Declarant desires to subject all of said real property, together with the lots contained therein, to the covenants, conditions, restrictions and reservations herein set forth and referred to as "Covenants”; NOW, THEREFORE, Declarant does hereby establish, dedicate, declare, publish and impose upon the property the following Protective Covenants and Restrictions, which shall run with the land, and shall be binding upon and be for the benefit of all persons claiming such property, their grantors, legal representatives, heirs, successors and assigns, and shall be for the purpose of maintaining a uniform and stable value, character, architectural design, use, and development of the property. Such Covenants shall apply to the entire property, and all 345 2 improvements placed or erected thereon, unless otherwise specifically excepted herein. The Covenants shall inure to and pass with each and every parcel, tract, lot or division. Said Covenants shall be as follows: ARTICLE I - DEFINITIONS Section 1. The term “Association” shall mean the Cattail Properties Subdivision Homeowners’ Association, Inc., its successors and assigns. The Association may be incorporated as a Montana nonprofit corporation, with its members as the Lot owners. Section 2. The term “Covenants” shall mean this Declaration of Protective Covenants and Restrictions for Cattail Properties Subdivision, and as it may, from time to time, be amended or supplemented. Section 3. The term “Declarant” shall mean Taylor Properties, Inc. and its successors and assigns, located of 20101 SW Birch Street, Ste. 151, Newport Beach, CA 92660-1749. Section 4. The term “Declaration” shall mean this Declaration of Protective Covenants and Restrictions for Cattail Properties Subdivision and as it may, from time to time, be amended or supplemented. Section 5. The term “Design Guidelines” shall mean the Cattail Properties Subdivision Design Guidelines, which is a separate document from these Covenants, and as it may, from time to time, be amended or supplemented. Section 6. The terms “Directors” or “Board of Directors” shall mean the directors of the Association and shall consist of three lot owners who shall be elected at the annual meeting by a simple majority of the members of the Association; provided, however, the Declarant will at all times hold a position as a Director so long as Declarant owns at least one (1) lot. The Directors shall be elected for a term set by a simple majority of the membership, but not less than one year. Any vacancy in the Board of Directors occurring before the next annual meeting of the members shall be filled by the remaining Directors. Until 90% of the lots have been sold, the Declarant shall have the right to appoint the Directors, who shall not be required to be owners or members of the Association. The initial number of Directors to be appointed by the Declarant shall be three. Section 7. The terms “Cattail Properties Subdivision Architectural Committee” or “Architectural Committee” shall mean the Committee appointed by the Board of Directors of the Cattail Properties Subdivision Homeowners’ Association, Inc., whose function is to review and approve or disapprove plans, specifications, designs, landscaping, sites, and locations of improvements to be constructed within the Cattail Properties Subdivision. Section 8. The term “improvements” shall include, but not be limited to: all buildings, garages, garage approaches, outbuildings, stairs, decks, structures, driveways, roads, fences, trails, driveways, parking areas, screening walls and barriers, hedges, plantings, trees and shrubs, 346 3 retaining walls, yard and lawn ornaments or artwork, exterior lighting, solar panels, water lines, sewer lines, electrical, gas, telephone and internet transmission lines, cable television lines, television and radio transmission facilities, poles, signs, satellite dishes, and all other structures, installations, and landscaping of every type and kind, whether above or below the land surface. Section 9. The terms “lot(s)” or “property” or “properties” or shall mean all of the real property herein described and subsequently surveyed and platted into lots in Cattail Properties Subdivision, according to the official plats thereof filed of record in the office of the Clerk and Recorder of Gallatin County, Montana. Section 10. The term “member” shall mean the owner of a lot in Cattail Properties Subdivision. Each owner agrees to abide and be bound by these Covenants, the Articles of Incorporation and Bylaws (if any), the Design Guidelines, and the rules, regulations, and resolutions of the Association and the Architectural Design Committee, if any. Section 11. The terms “open space” or “common areas” means those areas set aside for the use of the owners and the public, including roads, trails, easements, boulevards, storm water retention areas, parks, gardens, parkways, bus stops and common areas. Section 12. The terms “owner” or “lot owner” shall mean any person or entity, owning a fee simple interest in a lot or a contract purchaser of such lot, whether one or more persons or entities, owning or purchasing a lot, but excluding those having a mortgage or an interest merely as security for the performance of an obligation; provided, however, that prior to the first conveyance of a lot for value, the term "owner" shall mean "Declarant" or its successors or assigns. The term "contract purchaser" shall mean a person buying a lot pursuant to a contract for deed, Montana Trust Indenture or mortgage. The term "person" hereinafter shall include any person, persons or entities. Section 13. The term “Subdivision” shall mean the Cattail Properties Subdivision. Section 14. Other definitions may be found throughout these covenants and those definitions are binding upon all owners. Any term not specifically defined shall be deemed to have a common and ordinary meaning. ARTICLE II -PROPERTY USE AND CITY REQUIRED COVENANTS Section 1. Every owner shall have a right to use the open space, common areas, parks, trails, and roads as shown on the plat for Cattail Properties Subdivision, subject to the following: a. The right of the Association to provide reasonable restrictions on the use of the open space and common areas for the overall benefit of the Association and its members, including limitations on the number of guests permitted to use the open space an common areas, and restrictions or prohibitions on the type of activity and use, including, but not limited to, the use of firearms, fireworks, motor driven vehicles, roller blades or skates, skate boards, scooters, bicycles, loud music and loud parties in the open space. Any open space or common areas within the Cattail Properties Subdivision that allows for access by the public is not subject to this provision. 347 4 b. The right of the Association to charge reasonable fees for the disproportionate use by owners or others of, or for use of specialized recreational or other facilities situated on, the open space or common areas. c. Owners, guests, invitees, agents or contractors shall not harass wildlife, and should avoid areas of wildlife concentration. Loud, offensive, or other behavior that harasses or frightens wildlife in common areas and open space is prohibited. Section 2. Each Owner shall be responsible for the maintenance and repair of all sidewalks, boulevards, parking areas, driveways, walkways, and landscaping of their lot, and shall at all times keep the lot, and the buildings, improvements, and appurtenances thereon in a safe and clean condition. All landscaping and boulevards shall be maintained, watered, trimmed, mowed, controlled for weeds, and replaced as necessary so as not to detract from the general appearance of the Subdivision and the neighboring properties in the opinion of the Architectural Committee. In the event that maintenance, repair, or weed control is caused or necessitated through the willful or negligent act of any owner, or their guests, invitees, agents or contractors, and such maintenance, repair, or weed control is completed by the Association after reasonable notice to the owner, the cost of such maintenance or repairs shall be added to and become a part of the assessment to which such lot is subject. Maintenance and repair caused by willful or negligent acts of owners shall include, but not be limited to, maintenance and repairs required as a result of utility installation or repairs, or other actions of contractors or agents of the owner, performed outside the boundary of the lot. Section 3. Every lot owner shall be responsible for maintenance of the sidewalk located on, adjacent to and between the owner’s lot and the nearest right-of-way. Maintenance shall include, but not be limited to snow and ice removal as required by the City of Bozeman. It shall also be the responsibility of each lot owner to maintain their own driveways from the edge of the paved street or alley to their own garage. The boulevards, rights-of-way, and ditches are to be mowed and maintained by the lot owner on their lot, and by the Association in common areas. Boulevards, rights-of-way, and ditches may not be blocked or filled. Maintenance and repair caused by willful or negligent acts of owners shall include, but not be limited to, maintenance and repairs required as a result of utility installation or repairs, or other actions of contractors or agents of the owner. Any such act shall be the sole responsibility of the individual lot owner causing the act. Section 4. No noxious odors or offensive activity shall take place upon any portion of the Subdivision or lots, nor shall anything be done thereon which may be, or may become, an annoyance to the neighborhood. Section 5. No hunting of, shooting at or harassing of birds, animals or any wildlife will be permitted in the Subdivision. Section 6. No livestock, poultry, or other animals, except domestic dogs and cats, or small in- house pets and birds, are permitted on the lots. Dogs, cats or other household pets may be kept in 348 5 reasonable numbers, the number of which shall be determined by the Board, provided they are confined to the lot of their owner. Household pets may not be kept, bred or maintained for any commercial purposes. Pets shall not be allowed to roam free, and shall be restrained or leashed at all times. Pets shall not be allowed to become a nuisance or annoyance to neighboring property owners, nor allowed to bark continuously or uncontrolled at any time. Owners are responsible for cleaning up after their pets on any neighboring properties, and on all boulevards, parks and common areas. All dogs, cats and other pets shall be strictly controlled by their owners to prevent any interference or harassment of wild birds or animals in the Subdivision or on surrounding or adjacent properties. If any animals are caught or identified chasing or otherwise harassing wildlife or people, or have become a nuisance or annoyance to neighboring property owners, the Association or any owner shall have the authority to have such animal or animals impounded in accordance with the City of Bozeman animal control regulations. Section 7. No signs shall be erected on the common areas, parks, or open space, or on any privately owned lot within the Subdivision, except as follows: a. One address or family name sign shall be allowed to identify the owner of the property. Such identification signs shall be limited to a maximum of 1.5 square feet of surface area, and must be attached to the principal residence. Any such signs shall comply with the City of Bozeman zoning and sign regulations. b. One temporary “For Sale” sign shall be allowed for a home or lot being sold, provided it is promptly removed when the home or lot is sold. c. During the time that the Subdivision is being developed and lots are being sold, the Declarant may erect “Lots For Sale” type signs in accordance with the City of Bozeman zoning and sign regulations. d. A sign may be placed at the entrance(s) to the Subdivision to identify the Subdivision, and directory signs may be placed within the common areas, parks, or open spaces, as may be approved by the Board of Directors. Directory signs should be combined with landscaping features, be made of natural appearing materials, and must comply with the provisions of the City of Bozeman zoning and sign regulations. Section 8. Individual mail boxes are not be allowed, and no newspaper delivery tubes will be allowed in the Subdivision. Community mail boxes will be clustered at a strategic location approved by the Postmaster to simplify mail delivery, and such boxes shall be maintained by the Association. No parking will be allowed in front of the mailbox clusters. Section 9. All garbage, trash, and rubbish shall be regularly removed from the lot, and shall not be allowed to accumulate. All solid waste containers must be stored out of public view except during reasonable periods prior to and after pick-up, and only on the day of pick- up. Garage doors shall generally be kept closed except during occupation of the garage by the owner or resident. Each lot shall be individually responsible for the maintenance and repair of any interior parking areas and garage stalls. 349 6 Section 10. No pickup camper, camping trailer, snowmobile, boat, trailer, motor home, motorcycle, four-wheeler, ATV, or any type of vehicle or similar item used for recreational purposes shall be used for habitation, and may not be placed or left upon a lot, driveway, garage approach, street, or alley, for a period of longer than fourteen (14) days in a calendar year unless it is stored in a garage, and is not visible from other lots, neighboring properties, sidewalks, or streets. Section 11. No temporary structures, trailers, campers, motor homes, tents, or similar structures shall be used as a residence on any lot. Section 12. All recreational and play equipment, including but not limited to, swing sets, play houses, tee-pees, trampolines, and tennis or badminton nets, shall be limited to back yard areas, shall be inconspicuous and screened from neighboring and street views, and shall be limited in use so as not to be offensive to neighboring properties or open space and common areas. Section 13. All holiday-type decorations, including but not limited to, lights, decorations, and ornaments for structures, lawns, trees, or windows, shall not be put up, installed, or lighted more than 30 days prior to the designated calendar date for the applicable holiday, and must be taken down and removed within 30 days after the designated calendar date for the applicable holiday. Section 14. There are reserved, as shown on the plat and as may otherwise be reserved, easements for the purposes of constructing, operating, maintaining, enlarging, reducing, removing, laying or re-laying transmission lines, pipes, and related facilities and equipment for utilities, including, but not limited to, those providing gas, communication, and electrical power. Those easements are for the benefit of each lot and the City of Bozeman. Fencing, hedges and other items allowed by the Covenants may be placed along and in the easements as long as the intended use of such easements are not prevented. Section 15. City sewer and water lines, power, natural gas, cable television, and telephone primary service lines are provided to each lot. However, each lot owner is responsible for the costs of connecting to the main utility lines to the lot improvements from the primary line near the lot, including any additions to the primary line that may be required by the location of the improvements on the lot. All utility lines shall be underground. Section 16. All zoning, land use regulations and all other laws, rules and regulations of any government or agency under whose jurisdiction the Subdivision and lots lie are considered to be part of these Covenants and enforceable hereunder; and all of the owners of said properties and lots shall be bound by such laws, rules and regulations. In the event there is a conflict between the Covenants and the applicable zoning, the most restrictive provision of either the Covenants or the zoning shall control. Section 17. No structure may be further divided, which includes the prohibition of subjecting a structure on any lot in the Subdivision to a condominium regime. Structures may be used as 350 7 rentals (30 day minimum) and for limited commercial activities including home-based offices, studios and other similar uses. Retail and manufacturing uses are not permitted. All uses must be in compliance with the City Municipal Code or other applicable regulations. Section 18. Home movie theaters and sound systems, both interior and exterior, shall be constructed so as to minimize sound, noise, and bass reverberation, to any adjacent owners and the neighborhood. Section 19. All solar panels or systems, satellite systems, wireless DSL connections, or similar improvements, must meet the requirements of all applicable building codes and FCC regulations and shall be first approved by the Declarant, successors or assigns and the Association. Satellite dish size shall not exceed two feet in diameter. All satellite dishes shall be inconspicuously located on the roof, and screened from adjacent rights-of-way. Section 20. City of Bozeman Standard Covenants. Any covenant which is required as a condition of the preliminary plat approval and required by the City Commission may not be amended or revoked without the mutual consent of the owners in accordance with the amendment procedures in the covenants, and the City Commission. The following covenants were required by the City of Bozeman: 1. Upon the third anniversary of the plat recordation of any phase of the subdivision, any lot owner who has not constructed said sidewalk shall, without further notice, construct within 30 days, said sidewalk for their lot(s), regardless of whether other improvements have been made upon the lot.” ARTICLE III-CATTAIL PROPERTIES SUBDIVISION HOMEOWNERS’ ASSOCIATION Section 1. An Association is hereby established known as “Cattail Properties Subdivision Homeowners’ Association,” for the purpose of enforcing these Covenants and operating the Association for the benefit of all members therein. The initial address of the Association shall be 20101 SW Birch Street, Ste. 151, Newport Beach, CA 92660-1749. The address of the Association may be changed by the Board of Directors upon notice to the owners. Section 2. Every owner or contract purchaser of a Lot shall be a Member of the Cattail Properties Subdivision Homeowners’ Association. Membership shall be appurtenant to and may not be separate from the ownership of any lot. Each owner shall be responsible for advising the Association of their acquisition of ownership, of their mailing address, and of any changes of ownership or mailing address. Members shall be entitled to one vote for each lot owned. Multiple owners of a single lot shall have one such membership or voting interest between them. If more than one lot is owned, the owner or owners thereof shall have one membership or voting interest for each separate lot owned. 351 8 Section 3. For the purpose of determining voting, at any meeting a person or entity shall be deemed to be an owner upon the recording of a duly executed deed to that owner, or upon the recording of a Notice of Purchaser's Interest or an Abstract of Contract for Deed showing a contract purchase by an owner. The legal title retained by the vendor selling under contract shall not qualify such vendor for membership. Foreclosure of a mortgage, trust indenture or the termination or foreclosure of a contract for deed wherein title is vested in the mortgage, beneficiary or original seller on a contract, or repossession for any reason of a lot sold under a contract shall terminate the vendee's membership, whereupon all rights to such membership shall vest in the legal owner. Section 4. The annual meeting of the owners shall occur on the 1st Monday of October of each year, at a time and place determined and noticed by Directors. At the annual meeting, the lot owners shall review and approve a budget for the next year, shall elect Directors if desired, and shall conduct such other business as shall be reasonable or necessary to carry out the purpose of the Declarations. Section 5. Any special meetings may be called by twenty-five percent (25%) of the owners with 48 hours’ notice, in writing. Section 6. Notice of annual and special meetings shall be mailed, hand delivered or sent electronically to owners at the address for each owner as provided by the owner. ARTICLE IV-ANNUAL AND SPECIAL ASSESSMENTS Section 1. Assessments. Each owner, whether or not it shall be so expressed in any deed or contract, is deemed to have agreed to these Covenants, and to pay to the fund established by the owners: a. Annual assessments or charges; and, b. Special assessments for capital improvements, which may be held in reserve or expended in the year of collection. Once approved by a majority of owners present at a noticed meeting, the annual and special assessments, together with interest, costs and reasonable attorney's fees, shall be a charge on the lot, and shall be a continuing lien upon the lot against which each such assessment is made. Each assessment, together with the interest, costs and reasonable attorney's fees, shall be the personal obligation of the owner of such lot at the time when the assessment are due. Section 2. Purpose of Assessments. 352 9 The assessments levied by the Association shall be used to promote the recreation, health, safety, convenience and welfare of the owners, for the improvement, repair, replacement and maintenance of roads, easements, common areas, trails, parks, open space, mail boxes, community signs or identification, and community boulevard trees and landscaping within the Subdivision, insurance, general maintenance, creation of reserves, management and administration of trails, common areas, parks, open space, and, taxes for open space, and weed control in the open space or common areas, and for any other purposes, expressed or implied, in these Covenants. Community parks, open space, and boulevard trees and landscaping shall be watered, maintained, and replaced by the Association when necessary. Section 3. Amount and Approval of Assessments. The maximum annual assessment per lot which may be made in every calendar year shall not substantially exceed the projected and budgeted actual and reasonable costs to be incurred by the Association during the coming year in carrying out the purposes herein set forth, and may include a reasonable reserve for contingencies. The amount of the annual assessment shall be fixed by the Board of Directors of the Association in the following manner: At each annual meeting of the members of the Association, the Directors shall present a proposed budget of the estimated expenses for the Association for the coming year to the members for review, discussion, amendment, comment and approval. The members shall approve or amend the proposed budget by a majority vote of the members present or voting by proxy. After the annual meeting, the Board of Directors shall set the amount of the assessments and the date(s) due for the coming year to cover the budget approved in the manner herein set forth. Section 4. Special Assessments for Capital Improvements. In addition to the annual assessments authorized above, the owners may levy special assessments for the purpose of defraying, in whole or in part, the cost of any construction, reconstruction, or other capital improvements on the properties including fixtures and personal property related thereto, provided that any such assessment shall have the approval of sixty percent (60%) or more of all of the votes of the members who are present at a meeting duly called for that purpose. Special assessments may be levied to be paid over one or more years. Assessments for normal maintenance and repairs shall not require sixty percent (60%) vote. Section 5. Uniform Rate of Assessment. Annual assessments shall be fixed at a uniform rate for each lot. The assessments may be collected on a monthly, quarterly or annual basis, or any other regular basis as shall be determined by the Board of Directors of the Association. Special assessments shall be fixed at the same rate for each lot affected by the special assessments. Section 6. Date of Commencement of Annual Assessments: Due Dates. 353 10 Except as herein provided, the annual and special assessments provided for herein shall be due on the date determined by the Board of Directors. The Board of Directors shall fix the amount of the annual assessments against each lot at least thirty (30) days in advance of the due date of each annual assessment, and at least sixty (60) days in advance of a special assessment. Written notice of the annual and special assessments shall be mailed or personally delivered to every member subject thereto, at their last known mailing address. Section 7. Effect of Nonpayment of Assessments Any assessment, annual or special, not paid within thirty (30) days after the due date shall bear interest from the due date at the rate of ten percent (10%) per annum. The Association or any owner, on behalf of all owners, may bring an action at law against the owner obligated to pay the same or foreclosure the lien against the lot. No owner may waive or otherwise escape liability for the assessments provided for herein by non-use or by abandonment of their lot. Upon delivery of the notice of assessment to the owner, the assessment shall be a lien upon the owner’s lot until paid. A notice of lien may be recorded with the Clerk and Recorder of Gallatin County, Montana. In the event of non-payment within thirty (30) days after the recording of the notice of lien, the association or any owner, on behalf of all owners, may foreclose the lien in the manner set forth under Montana law for the foreclosure of liens against real property. The Association or enforcing owner is entitled to collect during an action for delinquent assessments any and all reasonable attorney fees and costs accrued prior to and in association with the collection of delinquent assessments. Section 8. Sale or Transfer of a lot. The sale, transfer or encumbrance of any lot, shall not affect the assessment lien if recorded in the records of Gallatin County, Montana, or the personal liability of the owner responsible for the assessment. No sale or transfer to a third party with actual or constructive knowledge of an assessment shall relieve such new owner from the liability for any outstanding assessments, or from any assessments thereafter becoming due, or from the recorded lien thereof. A person or entity purchasing a lot shall be responsible for checking with owner or the Association for any outstanding assessments against said lot before the closing upon the purchase. ARTICLE V - ARCHITECTURAL REVIEW COMMITTEE AND DESIGN REVIEW PROCESS Section 1. Architectural Review Committee The Cattail Properties Architectural Review Committee (hereinafter the “Committee”) shall consist of three (3) members appointed by the Declarant until ninety percent (90%) of the lots in the Subdivision have been sold and then said members shall be appointed by the Board of Directors, one of whom shall be designated as the Chairperson. It is suggested that at least one of the members of the Committee have professional qualifications in the area of architecture, landscape architecture, or construction. The members of the Committee do not 354 11 need to be owners or members of the Association. The Cattail Properties Subdivision Design Guidelines are a separate document and not contained within these Covenants. Section 2. Scope of Responsibilities The Committee has the right to exercise control over all construction in the Subdivision. It will also review all owner’s alterations and modifications to existing structures (including but not limited to exterior walls, exterior painting, renovations of said structure, and landscaping). No structure, improvement, fence, wall, garage, outbuilding or other structure shall be made, erected, altered or permitted to remain upon the properties until written plans and specifications showing the site plans, floor plans, design, nature, kind, color, dimensions, shape, elevations, material, use and location of the same shall have been submitted and approved, in writing, by a majority of the Committee as to compliance with these Covenants. All documents submitted for review must be dated and labeled with the specific project title, owner, architect, contractor, and address, and must be accompanied by the fees required for review. Section 3. Standards for Review. It shall be the applicant’s responsibility to ensure that all proposed construction shall comply with the Design Guidelines, Uniform Building Code, National Plumbing Code, the National Electrical Code, the City of Bozeman Zone Code, these Covenants, and any amendments thereto. All plans must be harmonious with the overall plan for the Subdivision. All plans and specifications must be suitable to the site, the adjacent lots, the adjacent properties, and the neighborhood. All improvements must be compatible with the surrounding properties and lots so as to not impair or degrade property or aesthetic values. Section 4. Review Fee. A review fee will be required at the time of submission of all of the documents and sample materials. The owner shall submit the documents and the required fee to the Committee chairperson or other designated member of the Committee. The purpose of the design review fee shall be to defray the Association’s cost of review of all proposed site plans and specifications submitted to them. The fee, which shall be set by the Board of Directors, shall initially be $100.00. Section 5. Documents Required for Review. Three copies of the following documents in engineering scale of 1/8" = 1'0" should be submitted to the Committee chairperson: A. Site plans including: 355 12 Lot lines and setback lines with dimensions; Building/Improvement footprints with entries, porches, balconies and decks delineated; Location, dimensions and materials for driveways and sidewalks; Elevation of first floor; Height of foundation from the top of the curb; Landscaping requirements and concepts; Location, height and material for retaining walls, garden walls, and fences; Water, electric and sewer service; and Exterior light locations and type. B. Complete construction drawings, including floor plans, exterior elevations of all sides, roof design, specifications, and any construction details, as follows: 1. Floor Plans showing: Foundation plan dimensioned; Exterior walls shown and dimensioned; Room use and dimension; Wall, window and door openings dimensioned; All overhangs of floors and roofs as dashed lines; Overall dimensions; and Total enclosed square footage. 2. Elevations including: A description of the material for the front street elevation; Porches, balconies, doors and windows; Principal materials rendered and specified; Height of each floor, eaves, and roof peak dimensioned from the first floor; Overall height from ground level; Roof pitch; Major building sections; Typical walls from ground to ridge; and Typical porch section from ground to roof. 3. Roof Plan. 4. Landscape Plan, including plant listings and their respective locations. 5. Samples (1 set) of all exterior materials in their respective color proposals in an adequate size to evaluate. Section 6. Review Procedures. Upon review by the Committee, the owner will be notified in writing within fifteen (15) business days after receipt of the documents for review, that the design has been approved, approved with stipulations, or disapproved. The fifteen (15) day review time will not start until after the detailed site plan, floor plans, roof plans, exterior details, project specifications, color samples, sample materials, and landscaping plans have all been submitted. The Committee may request additional plans, specifications, and samples in order to complete their review. In the event of such request, the remaining time for review shall not run until after such additional plans, specifications, and samples have been submitted to the Committee. An application may be withdrawn without prejudice, provided the request for withdrawal is made in writing to the Committee. No fees will be refunded due to such withdrawal. 356 13 If the Committee does not contact the owner within fifteen (15) business days of the review commencement date, the application shall not be deemed “approved,” and the Owner shall be entitled to file a written request with the Board of Directors that the application be reviewed by the Committee within five (5) business days of the date of the owner's written request. If an application is approved with stipulations or is disapproved, the reasons for the approval with stipulations or disapproval will be clarified for the owner, in writing and/or with drawings, within ten (10) days after the owner has been notified of the Committee’s decision. If an application has been denied, or the approval is subject to stipulations that the owner feels are unacceptable, the owner may request a hearing before the Committee to justify his/her position. The Committee will consider the arguments and facts presented by the Owner and notify the owner of its final decision within ten (10) days of the hearing. Section 7. Action Upon Approval. Approval by the Committee does not relieve an owner of his/her obligation to obtain any government approvals. If such approvals are required and are not obtained by the owner, the Committee and/or the applicable government agency may take whatever actions are necessary against the owner to force compliance. Upon approval by the Committee, the owner shall obtain a building permit from the City of Bozeman, with the Committee approval letter or approval stamp on the plans, as a prerequisite for City review. Upon receipt of both the Committee approval letter and the building permit, the owner may commence construction in accordance with the plans as submitted. Any deviation from said plans which, in the judgment of the Committee, is a deviation of substance from either the Design Guidelines, these Covenants, or is a detriment to the appearance of the structure or to the surrounding area, shall be promptly corrected to conform with the plans submitted by the Owner, or corrected by the Association at the owner's expense as provided in these Covenants. Section 8. Variances. All variance requests from the Design Guidelines pertaining to the Committee approvals must be made in writing to the Committee, and must be accompanied by written verification that the requested variance does not violate the City of Bozeman Zoning Regulations or ordinances, or that the City of Bozeman has already approved the variance. Any variance granted shall be considered unique and will not set any precedent for future decisions. The Architectural Committee may, upon application, grant a variance from the Design Guidelines, provided that the spirit of these Covenants is complied with, the requested variance does not violate the City of Bozeman Zoning Code or has been approved by the City, and written notice of the nature of the variance has been mailed or personally delivered to all other lot owners in the Subdivision at least ten days before the variance is considered, in order to give the other owners a chance to comment and have input to the Architectural 357 14 Committee. The Architectural Committee shall have the duty and power to make the final decision on the granting of the variance, without any liability being incurred or damages being assessed, due to any decision of the Committee. Section 9. Twelve Months for Completion. Any Improvements to be constructed or erected in accordance with the approval given herein, including all landscaping, must be diligently continued and completed within twelve months from the date of approval, unless otherwise extended in writing by the Committee. If construction of a structure or Improvement is not commenced within one year after approval, new approval must be obtained. If any residence, structure or Improvement is commenced within one year, but is not completed in accordance with the plans and specifications within twelve months, the Directors of the Association, at their option, may take such action as may be necessary, in their judgment, to improve the appearance of the Improvements so as to make the property harmonious with other Lots and properties, and to comply with these Covenants, including completion of the exterior, removing the uncompleted structure, or any combination thereof. The amount of any expenditures made in so doing shall be an obligation of the owner. A lien on the lot or property may be recorded and shall be enforceable by an action at law. In lieu thereof, the Association may take such action as is available by law, including an injunction, or for damages, and shall be entitled to reimbursement of their costs and attorney fees as may be awarded by the Court. Section 10. Compliance with Approved Plans. The Committee may inspect all work in progress and completed improvements, and give notice of any noncompliance as set forth below. During construction or upon completion of any improvements, if the Committee finds that such work was not done in strict compliance with all approved plans and specifications submitted or required to be submitted for its prior approval, it shall notify the owner and the Board of Directors of such noncompliance, and shall require the owner to remedy the same. If upon the expiration of seven (7) business days from the date of such notification, the owner has failed to commence to remedy such noncompliance, the Directors shall determine the nature and extent of noncompliance, and the estimated cost of correction. The Directors shall notify the owner in writing of the Directors’ estimated costs of correction or removal. The owner shall then have five (5) business days to commence such remedy, and thirty (30) calendar days to complete such remedy. If the owner does not comply with the Directors’ ruling within the five (5) business day period, the Directors, at their option, may stop construction of the Improvements, remove the noncomplying Improvements, or remedy the noncompliance, and the owner shall reimburse the Association upon demand for all expenses incurred in connection therewith. If such expenses are not promptly repaid by the owner to the Association, the Directors shall levy an assessment and file a lien against such owner, and the lot upon which the improvement was situated, for 358 15 reimbursement, and the same shall be enforced and/or foreclosed upon in the manner provided for by law. Section 11. Limitation of Responsibilities and Liability. The primary goal of the Committee is to review the submitted applications, plans, specifications, materials, and samples in order to determine if the proposed Improvements conforms with the Subdivision Design Guidelines. The Committee does not assume responsibility for the following: A. The structural adequacy, capacity, or safety features of the proposed structure or Improvement; B. Soil erosion, ground water levels, non-compatible or unstable soil conditions. C. Compliance with any or all building codes, safety requirements, and governmental laws, regulations or ordinances. Neither the Declarant, the Association, the Board of Directors, the Committee, nor the individual members thereof, may be held liable to any person for any damages for any action taken pursuant to these Covenants, including but not limited to, damages which may result from correction, amendment, changes or rejection of plans and specifications, the issuance of approvals, or any delays associated with such action on the part of the Board of Directors or the Committee. Section 12. Construction Site Maintenance and Clean-up. Construction materials shall not at any time prior to, or during construction, be placed or stored in the street or located anywhere else that would impede, obstruct or interfere with pedestrians or motor vehicle traffic within the sidewalk and/or street rights-of-way. All construction materials shall be removed from the entire lot within thirty (30) days of substantial completion of construction. Construction sites shall be kept clean, neat, and well organized at all times. All construction debris shall be the responsibility of the owner and the building contractor, and shall be kept clean and properly stored on a daily basis. If construction debris blows onto another lot, it is the responsibility of the owner and the building contractor to clean it up immediately. Street cleanliness is of particular concern. Any construction debris, especially dirt, gravel, rocks, and concrete, that falls or is left in the street shall be removed immediately from the street, and be brought back to a broom clean condition. The Association shall strictly enforce this provision, and reserves the right to fine negligent parties up to $500.00 for each infraction, to complete any clean up the Board of Directors determines to be necessary, and to assess the lot owner for all clean-up costs. ARTICLE VI-TERM, ENFORCEMENT, APPLICABILITY AND CHANGE 359 16 Section 1. The provisions of these Covenants shall be continuous and binding until terminated. For an initial term of fifteen (15) years from the date of these Covenants, or until ninety percent (90%) of the lots in the Subdivision have been sold, whichever first occurs, these Covenants may be modified, altered or amended only with the consent of the Declarant, or its assigns. After the initial fifteen (15) year term for these Covenants, or after ninety percent (90%) of the lots have been sold, whichever first occurs, the provisions of these Covenants may be changed or amended or additional Covenants added, in whole or in part, upon approval of seventy-five percent (75%) of the votes of the members of the Association at a meeting duly noticed and called for that purpose. The dedications or easements for roads, utilities, parks, trails, open space, and common areas shall not be changed without the unanimous consent of all of the owners affected by the change. Any covenant required as a condition of approval of the Subdivision shall not be altered or amended without the agreement of the governing body. Any change of these Covenants shall be effective upon the filing and recording of such an instrument in the office of the Gallatin County Clerk and Recorder. Any change in these Covenants shall not affect existing structures and uses of the lots. The Directors shall execute and record the amendment, change, or addition, with the Clerk and Recorder of Gallatin County, Montana. Section 2. Enforcement of these Covenants shall be by proceedings either at law or in equity against any person or persons violating, or attempting to violate, any Covenant; and the legal proceedings may be to restrain violation of these Covenants, to recover damages, or both. Should any lawsuit or other legal proceeding be instituted by the Association or any owner against an owner alleged to have violated one or more of the provisions of these Covenants, the prevailing party shall be entitled to recover the costs of such proceeding, including reasonable attorney’s fees associated with the action, as may be ordered by the court. Section 3. The failure of Declarant, the Association, or an owner, to enforce any Covenant or restriction contained herein shall not be deemed a waiver, or in any way prejudice the rights to later enforce that Covenant, or any other Covenant thereafter, or to collect damages for any subsequent breach of Covenants. The waiver of Covenant or the approval of a variance from a provision of the Covenants by the Board of Directors or Architectural Committee, or non-action of the Association, any owner or Declarant in the event of a violation of a Covenant by a particular owner or lot, shall not be deemed to delete or waive the Covenant or enforcement thereof as it pertains to other owners or lots. Section 4. Every owner shall be responsible for and share in the cost of maintaining the common areas and open space and any assessments related thereto. 360 17 Section 5. Invalidation of any one of these Covenants by judgment or by Court order shall in no way affect any of the other Covenants or provisions, all of which shall remain in full force and effect. Section 6. In any conveyance of the above described real property or of any lot thereon, it shall be sufficient to insert a provision in any deed or conveyance to the effect that the property or lot is subject to protective or restrictive Covenants without setting forth such restrictions and Covenants verbatim or in substance in said deed nor referring to the recording data. All of the above described real property and lots shall be subject to the restrictions and Covenants set forth herein, whether or not there is a specific reference to the same in a deed or conveyance. IN WITNESS WHEREOF, Declarant has hereunto set its hand as of this ______ day of ____________, 2014. Taylor Properties, Inc. By: _________________________________ Title:________________________________ STATE OF ____________________ ) :ss. County of ____________________ ) On this ______day of ___________, 2014, before me, the undersigned, a Notary Public of the State of ___________________________, personally appeared _____________________, known to me to be the ________________ of Taylor Properties, Inc., who executed the within instrument, and acknowledged to me that he executed the same on behalf of said company. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal as of the day and year first above written. ______________________________________________ NOTARY PUBLIC for the State of _________________ Printed Name:__________________________________ Residing at:____________________________________ My Commission expires:_________________________ 361 18 EXHIBIT A LEGAL DESCRIPTION Lot 3 and Lot 4 in Block 10 of Cattail Creek Subdivision, Phases 2A and 2B, City of Bozeman, Gallatin County, Montana, according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County, Montana. [Plat Reference: J-369] 362 1 Jeremy May From:Andy Kerr [akerr@BOZEMAN.NET] Sent:Tuesday, October 28, 2014 9:05 AM To:Jeremy May Subject:Cattail Properties Preliminary Encroachment Permit The city of Bozeman does not require encroachment permits for these proposed drive approaches (per your letter dated 10/20/14). Review and approval of the approach locations and details will be handled during subdivision review. Andrew Kerr Engineering Assistant 582‐2280 All City of Bozeman emails are subject to the Right to Know provisions of Montana’s Constitution (Art. II, Sect. 9) and may be considered a “public record” per Sect. 2-6-202 and Sect. 2-6-401, Montana Code Annotated. As such, this email, its sender and receiver, and the contents may be available for public disclosure and will be retained pursuant to the City’s record retention policies. Emails that contain confidential information related to individual privacy may be protected from disclosure under law. No virus found in this message. Checked by AVG - www.avg.com Version: 2015.0.5315 / Virus Database: 4189/8466 - Release Date: 10/27/14 363 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. BOZEMAN, MT 59715 406-581-3319 www.g-e-i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 1 October 20, 2014 City of Bozeman – Engineering Department 20 East Olive Bozeman, MT 59771 Re: Cattail Properties – Preliminary Encroachment Permit GEI Project # 1097.001.040 Dear Engineering Staff: At part of the preliminary plat submittal for Cattail Properties, a 51 lot townhome development on the southwest corner of Cattail Street and Blackbird Drive, an encroachment permit or letter of intention to permit is required. Attached is a draft encroachment permit for your review. A final encroachment permit will be submitted after PUD/Preplat approval, prior to construction. If you have any questions or need any additional information to be able to issue a letter of intention, please contact me at 581-5730. Sincerely, __________________ Jeremy May, P.E. Genesis Engineering, Inc. www.g-e-i.net Enclosures cc: H:\1097\001\DOCS\PUD Submittal\working folder\encroachment permit letter.doc 364 ENCROACHMENT PERMIT Permit #_______________ APPLICATION 1. Name of Applicant:________________________________________________ 2. Address of Applicant:______________________________________________ 3. Applicant Contact:____________________________ Phone #______________ Email Address:____________________________________________________ 4. If Applicant is a Corporation, give State of Incorporation and names of President and Secretary: ____________________________________________________________________ ____________________________________________________________________ 5. Nature of Permit desired: (Give sufficient detail to permit thorough understanding, and submit blue prints or sketches in triplicate _______________________________________________________________________________ _______________________________________________________________________________ 6. Legal Description and address of location of proposed encroachment(s). (Attach detailed location map, if needed.) _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ 7. Desired duration of permit:_________________________________________ 8. REMARKS:____________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ 1 365 2 PERMIT The Encroachment Permit is subject to the following terms: 1. TERM. This permit shall be in full force and effect from the date of City Approval shown below until revoked as herein provided and shall be limited to the encroachment’s specifically identified in the application at the location as shown on the attached Exhibit A. 2. The fee for issuance of this permit is ______N/A__________________. 3. REVOCATION. This permit may be revoked by the City of Bozeman upon giving 90 days written notice to the Permittee by regular mail, at the address shown in the application. The City of Bozeman may revoke this permit without notice during an emergency or if Permittee violates any of the conditions or terms. If the Permittee fails to remove the permitted encroachment(s) and restore said right-of-way to its previous condition within said 90-day period, or in an emergency, in a reasonable time, the City at its option may remove the same and restore said right-of-way to its previous condition and permittee shall pay the cost and expense thereof to the City. 4. COMMENCEMENT OF WORK. No work shall be commenced until Permittee provides 48 hour written notice to the City Engineer prior to the date the Permittee proposes to commence work. 5. CHANGES IN RIGHT-OF WAY. If City infrastructure necessitates changes in the structures, or facilities installed under this permit, Permittee will make necessary changes without expense to City. 6. CITY SAVED HARMLESS FROM CLAIMS. As a consideration of issuance of this permit, the Permittee, its successors or assigns, agree to protect the City of Bozeman and save it harmless from any and all liabilities, claims, demands, actions, costs and attorney's fees of every kind and description which may accrue to, or be suffered by, any person or persons, corporations or property by reason of the performance of any such work, character of materials used, or manner of installations, maintenance and operation, or arising out of the Permittee's use or occupancy of said City property or right-of-way, and in case any suit or action is brought against the City of Bozeman and arising out of, or by reason of, any of the above causes, the Permittee, its successors or assigns, will, upon notice to them of the commencement of such action, defend the City at its sole cost and expense and satisfy any judgment which may be rendered against the City of Bozeman in any such suit or action. 7. The permittee shall protect the work area with traffic control devices which comply with the Manual of Uniform Traffic Control Devices (MUTCD). Permittee may be required to submit a traffic control plan to the City Engineer for approval, prior to starting work. During work, the City of Bozeman may require the permittee to use additional traffic control devices to protect traffic or the work area. No road closure shall occur without prior approval from the City Engineer or his designee. All construction materials temporarily stored within the traveled way of any street shall be adequately barricaded in accordance with the MUTCD. 8. RIGHT-OF-WAY AND DRAINAGE. If work done under this permit interferes in any way with the drainage of City property or right-of-way, the Permittee shall, at its expense, make such provisions as the City may direct to remedy the interference. 9. RUBBISH AND DEBRIS. Upon completion of work contemplated under this permit, all rubbish and debris shall be immediately removed and the roadside left in a neat and presentable condition satisfactory to the City. 10. INSPECTION. The installation authorized by this permit shall be in compliance with the attached plan and the conditions of this permit. The permittee may be required to remove or revise the installation, at the sole expense of permittee, if the installation does not conform with the requirements of this permit or the attached plan. 366 3 11. CITY'S RIGHT NOT TO BE INTERFERED WITH. Initial installation, changes, reconstruction or relocation of the permitted encroachment(s) shall be done by Permittee so as to cause the least interference with any of the City's work. The City shall not be liable for any damage to the Permittee by reason of any work by the City, its agents, contractors or representatives, or by the exercise of any rights by the City for the encroachment(s) placed under this permit. 12. CONSTRUCTION, MAINTENANCE, REMOVAL OF INSTALLATIONS OR STRUCTURES. Permittee, at permittee's sole cost and expense shall construct, maintain, replace, relocate and/or remove the installation, facility, or structure in accordance with the applicable City and industry standards. Furthermore, after completion of any of the aforementioned construction, permittee shall fill in any excavations and restore the right-of-way to its original condition. The City shall have the right at any time to require permittee to maintain, reconstruct, replace relocate and/or remove its facility from the right-or-way, all at the permittee's expense. 13. CITY NOT LIABLE FOR DAMAGE TO INSTALLATIONS. In accepting this permit the Permittee agrees that any damage or injury done to said installations, structures, or other encroachments by any City employee engaged in construction, alteration, repair, maintenance or improvement of its property or right-of-way shall not be the responsibility or liability of the City. 14. CITY TO BE REIMBURSED FOR REPAIRING ROADWAY. Permittee agrees to promptly reimburse the City for any expense incurred in repairing surface of roadway due to settlement at installation authorized under this permit, or for any other damage to roadway or associated structures which occurred as a result of the work performed under this permit. 15. Other Conditions and Remarks: _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ APPLICANT CITY OF BOZEMAN The undersigned hereby certifies that s/he is empowered to execute this document and that the "Permittee" agrees to the _______APPROVED _______DISAPPROVED terms of this permit. PERMITTEE (Please print name) ________________________________________ __________________________________________ COMPANY OR CORPORATION (Signature) By______________________________________ __________________________________________ (Title) (Title) (Date) (Signature) (Date) 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 _______________________________________________________________________________________________________ November 5, 2014 Chris Wasia, P.E. Genesis Engineering, Inc. 204 N. 11th Ave Bozeman, Montana 59715 Via email: cwasia@g-e-i.net Subject: Cattail Townhomes SW Corner of Cattail St. and Blackbird Dr. Bozeman, MT 59715 5.2 acres – Lots 3 & 4, Blk 10 in Phase 2A & 2B Cattail Creek Subdivision Dear Mr. Wasia, Referencing your letter received October 31st, 2014, for the evaluation of the proposed subdivision, we would expect that the developed area for 50 townhomes would generate the following students: Pre-K to 5th 12 Students 6th to 8th 6 Students 9th to 12th 8 Students As of this date, the proposed development will be in the Emily Dickinson Elementary School, Chief Joseph Middle School and Bozeman High School attendance areas. Population growth and demographic shifts in the future may necessitate boundary realignments to existing schools which could modify the designated attending schools. Similarly, if a designated school attendance area’s student population exceeds the school’s capacity; attendance at an alternate school may be required. Infrastructure, such as sidewalks, should be constructed for the entire project irrespective of when actual homes are developed to provide a Safe Route to School pathway for students to safely traverse the developed and existing roadways. Our existing bus system can accommodate the estimated number of additional students. Please let us know if there are any changes to the proposed development as this could modify the above student projections. Sincerely, _________________________ Todd Swinehart, PE cc: Rob Watson, Superintendent – Bozeman Public Schools Steve Johnson, Deputy Superintendent of Operations – Bozeman Public Schools Vance Ruff, Transportation Coordinator – Bozeman Public Schools Todd Swinehart, PE Director of Facilities (406) 522-6009 todd.swinehart@bsd7.org Bozeman Public Schools 404 West Main, PO Box 520 Bozeman, MT 59771-0520 www.bsd7.org 388 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. h BOZEMAN, MT 59715 h 406‐581‐3319 h www.g‐e‐i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 1 October 31, 2014 Bozeman Public Schools‐ District #7 Superintendent Dr. Robert Watson 404 West Main Street Bozeman, MT 59715 Re: Request of Service to proposed subdivision: Cattail Townhomes SW Corner of Cattail St. and Blackbird Dr. Bozeman, Montana 59715 5.2 acres ‐ Lots 3 & 4, Blk 10 in Phases 2A & 2B Cattail Creek Subdivision Dr. Watson: Pursuant to the current City of Bozeman subdivision regulations, we humbly request your response regarding available capacity and the District’s ability to receive students that will likely live within the proposed development. Attached for your reference is a reduced scale map showing the proposed 50 townhome development located at the corner of Cattail St. and Blackbird Drive here in Bozeman. Please let us know via letter if the District has capacity and if you anticipate any concerns that need to be addressed or any special requirements beyond those typically provided. We appreciate your assistance and if you have any questions or comments, please contact me at 581‐3319. Sincerely, __________________________ Chris Wasia, P.E. Genesis Engineering, Inc. www.g‐e‐i.net Enclosures cc: H:\1097\001\DOCS\PUD Submittal\working folder\Z‐BozemanSchool_Letter.doc 389 390 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. h BOZEMAN, MT 59715 h 406‐581‐3319 h www.g‐e‐i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 1 October 31, 2014 NorthWestern Energy Bozeman Division Office c/o Linda Gale 121 East Griffin Drive Bozeman, MT 59771‐0490 Re: Service to proposed subdivision Cattail Properties SW Corner of Cattail St. and Blackbird Dr. Bozeman, Montana Lots 3 & 4, Blk 10, Phases 2A & 2B Cattail Creek Subdivision Dear Ms. Gale: Pursuant to the current City of Bozeman subdivision regulations, this letter is to request your response regarding availability capacity and NorthWestern’s desire to provide service to the proposed development. Attached is a map showing the location and lot configuration for the proposed 50 lot townhome subdivision. If possible, we would appreciate your letter verifying capacity to serve the project. We appreciate your assistance and if you have any questions or comments, please contact me at 581‐5730 or jmay@g‐e‐i.net . Sincerely, __________________________ Jeremy May, P.E. Genesis Engineering, Inc. www.g‐e‐i.net Enclosures cc: H:\1097\001\DOCS\PUD Submittal\working folder\Z‐Charter_Letter.doc 391 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. BOZEMAN, MT 59715 406-581-3319 www.g-e-i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 1 October 28, 2014 CenturyLink Bozeman Office c/o William Blackford Re: Cattail Properties SW Corner of Cattail St. and Blackbird Dr. Bozeman, Montana Lots 3 & 4, Blk 10, Phases 2A & 2B Cattail Creek Subdivision Dear Mr. Blackford: Pursuant to the current City of Bozeman subdivision regulations, this letter is to request your response regarding availability capacity and CenturyLink’s desire to provide service to the proposed development. Attached is a map showing the location and lot configuration for the proposed 50 lot subdivision. Generally, the subdivision is to create 50 townhouse lots. If possible, we would appreciate a letter verifying capacity to serve our project and if your schedule would allow for a May/June 2015 installation assuming contracts are signed in January. We appreciate your assistance and if you have any questions or comments, please contact me at 581-5730. Sincerely, __________________________ Jeremy May, P.E. Genesis Engineering, Inc. www.g-e-i.net Enclosures cc: H:\1097\001\DOCS\PUD Submittal\working folder\Z-Centurylink_Letter.doc 392 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. BOZEMAN, MT 59715 406-581-3319 www.g-e-i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 1 October 28, 2014 Jared Phillips Charter Communications Bozeman Office 511 West Mendenhall St, Bozeman, MT 59715 Re: Service to proposed subdivision Cattail Properties SW Corner of Cattail St. and Blackbird Dr. Bozeman, Montana Lots 3 & 4, Blk 10, Phases 2A & 2B Cattail Creek Subdivision Dear Mr. Phillips: Pursuant to the current City of Bozeman subdivision regulations, this letter is to request your response regarding availability capacity and Charter’s desire to provide service to the proposed development. Attached is a map showing the location and lot configuration for the proposed 50 lot subdivision. Generally, the subdivision is to create 50 townhouse lots. If possible, we would appreciate a letter verifying capacity to serve our project and if your schedule would allow for a May/June 2015 installation assuming contracts are signed in January. We appreciate your assistance and if you have any questions or comments, please contact me at 581-5730 or jmay@g-e-i.net . Sincerely, __________________________ Jeremy May, P.E. Genesis Engineering, Inc. www.g-e-i.net Enclosures cc: H:\1097\001\DOCS\PUD Submittal\working folder\Z-Charter_Letter.doc 393 394 395 396 ENGINEERING CONSULTING PLANNING DESIGN 204 N. 11th Ave. BOZEMAN, MT 59715 406-581-3319 www.g-e-i.net 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 1 of 7 Water and Wastewater Design Report Cattail Properties Major Subdivision SW1/4 NW1/4 & NW1/4 SW1/4, Sec 35 T1S R5E LOTS 3 & 4, BLOCK 10, CATTAIL CREEK SUBDIVISION, PHASE 2A & 2B Bozeman, Montana OCTOBER 2014 Prepared By: Genesis Engineering, Inc. GEI Project #: 1097.001.040 Prepared For: Taylor Properties, Inc. 20101 SW Birch St, Suite 151 Newport Beach, CA 92660-1749 397 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 2 of 7 H:\1097\001\DOCS\PUD Submittal\working folder\WaterWastewaterDR.doc Water and Wastewater Design Report Table of Contents I. Project Background………………………………………………………………………………………………. 3 1. Introduction……………………………………………………………………………………………………………… 3 2. Soil and Groundwater………………………………………………………………………………………………. 3 3. Land Use…………………………………………………………………………………………………………………… 3 4. Design Standards……………………………………………………………………………………………………… 3 II. Sanitary Sewer System……………………………………………………………………………………. 4 1. Projected Flows…………………………………………………………………………………………………….….. 4 2. Collection System……………………………………………………………………………………………….……. 4 3. Service Connections………………………………………………………………………………………….……... 4 III. Water System……………………………………………………………………………………………….….… 5 1. Projected Usage………………………………………………………………………………………………….……. 5 2. Hydraulic Analysis……………………………………………………………………………………………….……. 5 3. Water Distribution System…………………………………………………………………………………….…. 5 4. Service Connections……………………………………………………………………………………………..….. 6 IV. Conclusion……………………………………………………………………………………………………..….. 6 Appendix A—Drawings & Watercad List of References City of Bozeman Design Standards and Specifications Policy, March 2004, and all addenda. Montana Public Works Standard Specifications (MPWSS), 6th Edition City of Bozeman Modifications to the MPWSS, March 2011 Montana Department of Environmental Quality (MDEQ) Design Circulars DEQ-1 and DEQ-2 Design Report for the Cattail Creek Subdivision, Phase 2A & 2B, TD&H, May 2002. 398 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 3 of 7 H:\1097\001\DOCS\PUD Submittal\working folder\WaterWastewaterDR.doc I. Project Background I-1. Introduction The Cattail Properties Major Subdivision is a proposed 8-lot commercial development of approximately 25 acres located in Section 35, T1S, R5E, PMM in Bozeman, Gallatin County, Montana. The property lies on the southwest corner of the intersection of Cattail Street and Blackbird Drive. This report describes the water and wastewater systems that will be required to service the Cattail Properties Major Subdivision. The proposed water and wastewater infrastructure will be connected to the public water and sewer systems owned and maintained by the City of Bozeman. I-2. Soils The NRCS Soil Survey identifies two major soil types on the proposed subdivision: Meadowcreek loam (510B) and Enbar loam (509B). These soils belong to hydrologic soil group B as they are comprised primarily of loams with moderately high saturated hydraulic conductivity. I-3. Land Use The pre-development land use on the proposed major subdivision is vacant land which is not currently being used for grazing or other agricultural production. Upon development, the Owners anticipate that the subdivision will consist of 50 Townhouse Lots. I-4. Design Standards All sanitary sewer mains, water mains, service connections, and appurtenances will be designed and constructed in accordance with the Montana Public Works Standard Specifications (MPWSS), 6th Edition; City of Bozeman Design Standards and Specifications Policy (including Addenda 1-4), March 2004; City of Bozeman Modifications to the MPWSS, March 2011; the Montana Department of Environmental Quality (MDEQ) Design Circulars DEQ-1 and DEQ-2, and any additional addenda thereof. The City of Bozeman will assume operation and maintenance of the wastewater and water systems and appurtenances upon construction and acceptance of the installation. 399 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 4 of 7 H:\1097\001\DOCS\PUD Submittal\working folder\WaterWastewaterDR.doc II. Sanitary Sewer System II-1. Proposed Design Flow The proposed subdivision includes 50 residential townhome lots on approximately 5.21 acres. Average day flows were calculated using the City of Bozeman standard of 2.11 persons per residential unit at 89 gpd per person. The estimated Average Daily Flow from the subdivision is 9,390 gpd. Average Daily Flowrate = (50 units) x (2.11 people/unit) x (89 gpd/person) = 9,390 gpd The City of Bozeman standard 2.11 persons per residential unit was multiplied by 50 units to determine an equivalent population for the subdivision of 106 people, yielding a peaking factor of 4.23. The peaking factor, PF, was calculated by the following formula, where P = population (thousands): PF = 18 + P0.5 4 + P0.5 Using peak hour factor of 4.23 was and adding the City’s infiltration allowance of 150 gallons per acre per day resulted in a combined peak hourly flowrate of 40,501 gpd. Peak Hourly Flowrate = ADF x PHF + 150 gpd/acre Peak Hourly Flowrate = 9,390gpd x 4.23 + 150 gpd x 5.21 = 40,501 gpd Using Manning’s Equation and a minimum slope of 0.004 ft/ft for an 8-inch diameter pipe, the full-flow capacity of the pipe is 0.76 cfs or 497,629 gallons per day. The empirically-based peak design flow occupies 8% of the proposed pipe. The full flow velocity of the 8-inch diameter SDR-35 main is 2.2 ft/sec, exceeding the minimum of 2.0 ft/sec required. II-2. Collection System The wastewater will be collected internally with 8-inch sewer mains as depicted in the attached exhibit. The internal mains collect in the northeast corner of the subdivision and discharge into the existing 8-inch sewer main in Blackbird Drive. The existing 8-inch main in Blackbird Drive continues north to Cattail Street where it is intercepted by a 24-inch sewer main. Seven (7) 48-inch sanitary sewer manholes are proposed along the main internal to the subdivision, with one additional 48-inch manhole in Blackbird Drive. The maximum distance between manholes is less than 400 feet as per City regulations. The slope of the pipe segments are all greater than or equal to 0.40%, which satisfies City requirements for minimum slope of an 8-inch pipe. II-3. Service Connections Service connections (4-inch) are proposed for each lot. Connections to the sanitary sewer mains will be designed in accordance with the City’s Design Standards and Specifications Policy. Connections to the sewer main will be made with in-line gasketed wyes. 400 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 5 of 7 H:\1097\001\DOCS\PUD Submittal\working folder\WaterWastewaterDR.doc III. Water System III-1. Projected Usage The Cattail Properties Major Subdivision consists of 50 proposed townhome lots. Using the City of Bozeman empirical data of 170 gpd/person, Genesis estimates a total average daily demand (ADD) of 12.5 gallons per minute. Using the City’s max day flow factor of 2.3, results in a maximum daily demand of 28.7 gpm. Multiplying the average daily flow by the City’s peak hour factor of 3, results in a peak hour demand of 37.4 gpm. Local landscape watering is included in the empirical data. Watering of the major park areas will be completed using onsite wells. The average daily demands are exclusive of the suggested fire flow requirement of 2000 gallons per minute. When modeled, the system design satisfies the fire flow occurring simultaneously with the maximum day demands inclusive of the proposed subdivision. Average Daily Flowrate = (50 units) x (2.11 people/unit) x (170 gpd/person) = 17,935 gpd 17,935 gpd /1440 min per day = 12.45 gpm Maximum Daily Flowrate = ADF x 2.3 = 12.45 gpm x 2.3 = 28.7 gpm Peak Hour Flowrate = ADF x 3 = 12.45 gpm x 3 = 37.4 gpm III-2. Hydraulic Analysis The hydraulic modeling program WaterCAD was used to model domestic and fire protection demands for the proposed major subdivision. Results from the water modeling program are included within Appendix A of this report. The modeling assigned junction nodes within the development with demands for average day, maximum day, and peak hour flows. City design guidelines specify that the peaking factors for these scenarios be 1, 2.3, and 3 respectively. Fire hydrant flow data was obtained for the hydrant located on the west side of Blackbird Drive, south of the intersection with Cattail Street was used as the input data for connection points of the model to the existing system. The flow data and model calibration data are included in Appendix A of this report. The model results indicate junction pressures ranging from 102.5 psi at the hydrant on Blackbird Drive (Junction 4), to 99 psi at the southwest end of the subdivision (Junction 7) under average day demands. City of Bozeman Design Standards require the installation of pressure reducing valves when the anticipated average- day line pressure exceeds 120 psi. Total System Maximum Day Demand – 29 gpm Available Fire Flow - 3,130 gpm at 51.88 psi (node 11) Maximum System Pressure – 102.5 psi (node 4) during average daily flows Minimum System Pressure – 20 psi at node 9 during fire flow scenario (Please see Appendix B for model calculations) III-3. Water Distribution System Approximately 1,600 lineal feet of 8-inch diameter ductile iron pipe (DIP) Class 51 water main will be installed in the proposed subdivision. The new mains will be connected to existing 12-inch DIP water main in Cattail Street, and the existing 8-inch DIP water main in Blackbird Drive. All proposed water mains will be designed to meet the 10-foot horizontal and 18-inch vertical separation requirements from all proposed sanitary and storm sewer mains. 401 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 6 of 7 H:\1097\001\DOCS\PUD Submittal\working folder\WaterWastewaterDR.doc III-4. Service Connections Future service connections to the water mains will be designed in accordance with the City’s Design Standards and Specifications Policy and sized based on the projected usage for each service line. Service lines less than 4 inches in diameter will be type “K” copper pipe, while those larger than 4 inches will be ductile iron. Water services will meet all applicable design standards and flow requirements. IV. Conclusion The analysis and calculations included in this report demonstrate that the proposed designs for water provision, including fire flow, and wastewater disposal satisfy state and local design requirements. 402 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406) 581-3319 www.g-e-i.net Page 7 of 7 H:\1097\001\DOCS\PUD Submittal\working folder\WaterWastewaterDR.doc Appendix A Drawings & WaterCAD 403 404 405 AVERAGE DAY FLOWS 406 407 408 Park Dedication Calculations Cattail Properties Cattail Creek Subdivision - Phases 2A & 2B Net lot area entire phase (from Plat) 32.618 acres 03 Parkland Dedicated (from Plat)9.976 acres 03 Parkland Dedication (carryover from Phase 1) 2.989 acres (per Staff Report P-02023 carryover) Total 03 Parkland Dedication 12.965 acres ( this is for the entire phase 2 subdivision) Total Units in Phases 2A & 2B Phase 2 total number of Units 320 Units (288 units were observed & estimated onsite) Cattail's Proposed Units 50 Units Percentage of total project's units 15.63%(Cattail's units / Phase 2 total number of units) Cattail's share of 2003 Parkland Dedication 2.026 acres Cattail Properties Geometery Sqft Acres Onsite Common Openspace 16,043 0.368 Onsite Roads 51,514 1.183 Onsite Lot Area 159,298 3.657 Total 226,855 5.208 Cattail Properties Gross Lot Area (from plat pre-development) 5.208 acres Net Lot Area 3.657 acres Area without road R.O.W. & Common Openspace Total Units in Cattail 50.00 Units/acreNet Density 13.67 Units/acre Parkland Rate 0.03 acres/unit Capped Density used in parkland calc 12 units/acre Cattail's Share of 2003 Dedicated Parkland 2.026 acres Required Parkland for Cattail Properties 1.317 acres (12 units/acre * Net Lot Area) Cattail's Offsite Excess Parkland 0.709 acres Cattail's Onsite Parkland 0.368 acres Total Excess Cattail Parkland 1.077 acres (offsite excess parkland + onsite parkland) H:\1097\001\DOCS\PUD Submittal\working folder\Parkland Dedication\park dedication calcs- NEW.xls409 410 411 412