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HomeMy WebLinkAbout638300224562198801) Z-14367 Cattail Properties to pre'_im PUD Cattail Sc. West of Blackbird Dr. Taylor Properties, Inc 11112J2014 t a•� N _p CJ v r, o Ju� V1O o� a 0 FILE REVIEW SHEET 41 PRELIMINARY PLANNED UNIT DEVELOPMENT File Name: 7, V�j6-° File Number: Reference Files: Date Due Date Done Done By N/A Accept for initial review letter (5 working days after application 1i El 1' f4'V S Adequate for continued review letter (20 working days after application deadline) ❑ DRC initial week review l ❑ DRC second week review ❑ DRC final week review /� ❑ DRB staff report due ❑ DRB meeting �V ❑ R-B review- if applicable �1 ❑ Comments from other review agencies due ❑ Notice to applicant and adjoiners (not less than 15 or more than 45 ❑ days before the City Commission hearing) Post notice (not less than 15 or more than 45 days before the City a 77 ❑ Commission hearing) Newspaper notice (not less than 15 or more than 45 days before the' ~ ti Z. ; City Commission hearing) -� /1 ❑ Notice to Neighbo ood Coordinator (Same date as public notice.) d ❑ City Commission staff report due /�; _ ❑ City Commission hearing date -; ❑ Final approval letter to applicant ❑ 1 month after approval-Pick up Post Notice ❑ Recommended Recommended Approval with Recommended Date N/A Approval Conditions Denial DRC action ❑ DRB action ❑ action ❑ Approved Approved with Conditions Denied Date City Commission , Action Date Final Site Plan due: Date of Final Site Plan approval: Date Final Site Plan approval expires: Improvements Agreement required? Yes ❑ No ❑ Date returned: Date financial guarantee received: Date financial guarantee expires: Date financial guarantee released: Date Temporary Occupancy is granted: Date Final Occupancy is granted: Revised 812014 I ; • r J a ■ ■' A St .. �•,j,, Y Of O M r ■ w Page 1 of 28 Z14367, Design Review Staff Report for the Cattail Properties Planned Unit Development Preliminary Plan Date: Design Review Board meeting is on February 25, 2015 at 5:30 pm in the City Commission Room, City Hall 121 North Rouse Avenue, Bozeman, MT Project Description: A Planned Unit Development (PUD) Preliminary Plan Application associated with a preliminary plat application to allow the subdivision of 5.208 acres into 46 townhouse lots, 4 single-household lots, and 2 open space lots, to be developed as a Planned Unit Development, with associated parking and related site improvements. Project Location: Lots 3&4, Block 10 Cattail Creek Subdivision Phase 2A, 3046 and 3128 Cattail Street, City of Bozeman, Gallatin County, Montana. Recommendation: Approval of the PUD Preliminary Plan with conditions. Report Date: February 20, 2015 Staff Contact: Valerie Sutton TABLE OF CONTENTS SECTION1 - MAP SERIES.....................................................................................................2 SECTION 2 - RECOMMENDED CONDITIONS OF APPROVAL.......................................5 SECTION 3 —PROJECT DESCRIPTION.................................................................................6 SECTION 5 - RECOMMENDATION AND FUTURE ACTIONS.........................................9 SECTION 6- STAFF ANALYSIS AND FINDINGS.............................................................10 Applicable Plan Review Criteria, Section 38.19.100, BMC. .............................................10 Applicable Planned Unit Development Review Criteria, Section 38.20.090.E, BMC .....16 APPENDIX A—PROJECT SITE ZONING AND GROWTH POLICY ...............................24 APPENDIX B - OWNER INFORMATION AND REVIEWING STAFF.............................25 APPENDIX C—PLANNED UNIT DEVELOPMENT INTENT............................................26 FISCALEFFECTS..................................................................................................................27 ATTACHMENTS....................................................................................................................27 i�o 14 w z 0 ID v �mU, ; j b N 0 nhic film . Z �F012 ENi'.►AYt—— -� NI Owl Asi�11viL.x CN Mlimill 6. l z b 1:3WARBL AY � _ ro I. Fir r CD A,, O 00 -- TH0MAS DR Z14367, Design R&Board Staff Report for the Cattail*erties PUD Page 3 of 28 /Y a >nr D.• _ e:xa.o -_.l Site Plan NAAl ' 'vie\� /'\ ,• `I�1 \ =T- f�( �• I i Landscaping Plan Z14367, Design Review B*d Staff Report for the Cattail ProperOPUD Page 4 of 28 li I t f;r<.r 4T ��..�`�► 1 • + P ►•"+• titer •�".�1 'P �.. ".� � � t � ...ter'-•�.�•r-�"` I �:�♦ `A? /• NORTN AERIAL NEW WEBT AERIAL VIEW U_. L •,' ♦._♦ t•.It�.�... �I f � -.`~A - d - EABT AERAL MEW Aerial Schematic Views ;�-�:.,_ ��� -max���,�—r R'• = � ,," - _ i ------------- r 1 _ 1 A'�.n F7. .�IiN '•�Tr��r� �-fig {si�l .�i: �I�I e3 L3 n CONCEPTUAL SCNEMAM•810E CLEVAMN /1 CONCEPTUAL BCMEMAM•fRONT ELEVATION 0-CONCEPTUAL SCHEMATIC. ELEVATION Q CONCEPTUALBCNEMA=•REARELEVATION Elevations Z14367,Design R&Board Staff Report for the Cattail*ertiesPUD Page 5 of 28 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 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: 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. 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. Z14367,Design Review Bd Staff Report for the Cattail Proper&UD Page 6 of 28 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 B 1" 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 groups shall not exceed 120 feet in total 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. 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. SECTION 3 PROJECT DESRIPTION According to the application narrative, the proposed townhomes will be organized around a central open space with a trail system running through its core to create a functional, cohesive and connected planned unit development. Privacy of individual residences has been addressed with a site design that staggers the units, uses integrated privacy screens on porches, and considers the relationship of buildings to public open space and pedestrian walkways. The proposed development is intended to be integrated into the Cattail Creek neighborhood through provision of a continuous pedestrian path connecting to the adjoining neighborhood park, trails and sidewalks, not only around the perimeter of the development, but through the central open space shown on the site plan above. The application further states that the townhome building design and types will utilize more of the lots for building, thereby increasing the housing density to 12 units per acre net, while reducing sprawl and overall cost of the individual units. This is intended to provide more Z14367, Design R&Board Staff Report for the Cattail*erties PUD Page 7 of 28 relatively affordable options to prospective homeowners. The application asserts that the use of more sustainable building products and energy efficient appliances and fixtures will benefit homeowners over the long term through savings on energy costs, while helping to minimize impact on the environment, energy, and water demands of Bozeman as a whole. SECTION 4—REQUESTED RELAXA TIONS 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, 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 eight relaxations requested include the following: Section 38.08.050, to allow for reduced setbacks from property lines. v 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. o 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. Z14367,Design Review B*d Staff Report for the Cattail Proper*UD Page 8 of 28 • 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. • 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. Z14367,Design R&Board Staff Report for the Cattail Aerties PUD Page 9 of 28 • 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. TqI(�,✓ ` .\ LEGEND LOT 6 \,1 ''I F RELAXATION I ® , REAu-noN2 �4 :AiTWL CRECt.SUB —C N'A_ , ®RELAXATION p-� — �� \ \• ®RELAXATION s RELAXATION t r;'�'' '�y, j•/ ,\:\ \\ 1\P \ax PkG,� O RELAXATION Vie` Pr. s/ \ �,• RELAXATION "'` r 'ra�,f�; .1\ ��, P .•W F i ®RELAXATION 6 Ti.•' 41 ^ �y •� —. YI G' — `I ' ' i t' .n L J RELAXATION qr I I I Loi z Lo n:io a 2@}n ul r I \ P � — - - n a a .N. u a • a l e' I 1 Relaxation Exhibit SECTION S -RECOMMENDATION AND FUTURE ACTIONS Project Name: Cattail Properties Planned Unit Development(PUD) preliminary plan (Z14367) Design Review Board (DRB): Having considered the criteria established for residential planned unit developments, approval with conditions is recommended to the DRB. The DRB shall forward its recommendation on the PUD preliminary plan component of the project to the City Commission for consideration and action. Planning Board: The Planning Board will conduct a public hearing on March 17, 2015 on the related subdivision plat and make a recommendation to the City Commission on the preliminary plat component of the project. City Commission: The City Commission will hold a public hearing on the PUD preliminary plan and the associated preliminary plan on April 6, 2015. Development Review Committee (DRC): DRC held its fourth meeting on February 18, 2015 to consider the preliminary planned unit development plan and subdivision plat for the project. The DRC found that the application is sufficient for review, and made a Z14367,Design Review Ad Staff Report for the Cattail Proper*PUD Page 10 of 28 recommendation to the Planning Board and City Commission to approve the planned unit development and subdivision with conditions. SECTION 6- STAFF ANAL YSIS 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. 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. Z14367, Design JAew Board Staff Report for the CattailT!Foperties PUD Page 11 of 28 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 above) 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 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 Not applicable to the DRB. 6. Pedestrian and vehicular ingress and egress Two private streets are proposed, with Street A being a standard local street with enhanced 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 above). Street B runs east- a� y ,.j west, connecting to Street / \ A on the west, and Blackbird Drive on the east. As an alternative to standard street design, T large canopy street trees are proposed to be located on lots situated along both -; T-° C. "�_ _% ' ' _T L----J p ' sides of Street B as shown � 1I on the Landscape/Site Plan Z14367,Design Review Bail Staff Report for the Cattail ProperAUD Page 12 of 28 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. 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 below. 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. .e\'F\ 11 �� ry �a•o ! .'SIC .. ., .. en[ere' .. .. 'V ., .. � i e...... Landscaping Plan Z14367, Design Aew Board Staff Report for the Cattai0operties PUD Page 13 of 28 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. BOULEVARD TREE(GITY - BOULEVARD TREE(GTY STANDARD)ADDITIONAL STANDARD)ADDITIONAL QUANTITIE5 PUD BONUS QUANTITIES PUD BONUS CONCRETE GR055W ALK.TYP. PLANTINGS AT DEVELOPMENT ENTRYWAY(PUD BONUS) 910E W ALK STREET'A'(STANDARD) 51DEWALK STANDARD STREET 'A' SECTION DETAIL 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. No street trees will be provided along the internal alleys. Nis moo_ _- _ np�1TGNw: neP LOGw0.0v) `\. :OT UV�9LwNV•Vw0.rlD CC ) bRn4+ OT0.11i'Of�-DTu.NV) bttn��e n NONSTANDARD STREET'B'SECTION DETAIL_ .�:.. *;A 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. Z14367,Design Review BOOStaff Report for the Cattail PropertiJ*UD Page 14 of 28 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. ft. 17 t .+-ram _ /\ ! •�: _. _ ---------- ----___----- C� L� /-\CONCEPTWL SCHEMATIC SIDE ELEVATION SCHEMA=•FRONT ELEVATION kf f F P �II 4 'I r --__- I . ._. --- 'J"�f I�I� ��" I _ P. t3---------------------------- ----------=-------J "s /.\CONCEPTML SCHEMATIC-SIDE ELEVATION CONCEPTUAL SCHEMATIC REAR ELEVATION Elevations 10. Setbacks Requested relaxations for front yard and rear yard setbacks are listed above 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 Z14367,Design Aw Board Staff Report for the Cattai operties PUD Page 15 of 28 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 Not applicable to DRB. 13. Site surface drainage Not applicable to DRB. 14. Loading and unloading areas Not applicable. 15. Grading The property is generally level with a slight slope to the north. Not applicable to DRB. 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 A 1.3 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 will be required. 18. Overlay district provisions Not applicable. 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). Comments were received from Rob Pertzborn regarding the parkland dedication issue. A copy of his emails is included at the end of the report. Z14367,Design Review Boll Staff Report for the Cattail PropertiOUD Page 16 of 28 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 No phasing is proposed. 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. 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. Z14367, Design Aew Board StaOJReport for the Cattai0operties PUD Page 17 of 28 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. (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 Z14367, Design Review Bool Staff Report for the Cattail PropertiOUD Page 18 of 28 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. 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 & 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 Phases2A and 2B, approximately 9.976 acres of parkland were dedicated at that 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 Z14367, Designees Board Staff Report for the Cattailooperties PUD Page 19 of 28 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 1/4 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 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 Z14367, Design Review BoeStaff Report for the Cattail Properti*UD Page 20 of 28 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 UDO 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 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 0 crosswalk on Blackbird Z14367,Design Aew Board Staff Report for the Cattai*operties PUD Page 21 of 28 • crosswalk at the west end of"Street B". Refer to the Site Plan Al.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 Parking Spaces Total Additional Spaces Reauired Provided Claimed For PUD Points 160 200 unit parking 40 31 on street 31 13 at open s ace 13 160 Total Spaces ! 244 Total Spaces 84 Total Bonus I 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. Z14367,Design Review BAStaff Report for the Cattail ProperticOUD Page 22 of 28 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 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? The applicants are proposing development of 46 townhomes, as well as 4 single-household dwellings. Townhomes tend to be relatively less costly. Townhomes are not common in the immediately surrounding area. With a total project area of less than 5.5 acres, the ability to Z14367,Design Aew Board Staff Report for the CattaiOperties PUD Page 23 of 28 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. According to a recently completed study', 29 residential units listed for sale in Bozeman in December 2014 for under $200,000, with four of those being townhomes, and the rest condominiums. The study also found that the median sales price for detached homes was $326,000 in 2014 (through November), compared to $197,000 for townhomes/condos. A three-person household at 80% of Area Median Income ($51,250) in Bozeman can afford a maximum home price of approximately $202,565 based on HUD guidelines. Increasing the supply of townhomes has been a common suggestion made during public meetings and through online surveys as a way to provide more affordable housing in Bozeman. (S) 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. 1 Recommendations For Regulatory Changes To Support Affordable Housing Development, Werwath Associates,January 30,2015 Z14367,Design Review BJ*Staff Report for the Cattail PropertIOUD Page 24 of 28 (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 attempst 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 surrounding area by breaking up the monotonous "barrack style" of buildings surrounding the project. The proposed building finish 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 —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. Zd 4367, Design At Board Staff Report for the Cattail perties PUD Page 25 of 28 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. APPENDIX B - 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 Representative: Genesis Engineering, 204 N 11`h Ave, Bozeman, MT 59715 Report By: Valerie Sutton, Senior Planner Z14367,Design Review Boo Staff Report for the Cattail PropertIOUD Page 26 of 28 APPENDIX C 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 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 Z14367, Design Aew Board Staff Report for the Cattaisperties PUD Page 27 of 28 15. To meet the purposes established in section 38.01.040 FISCAL EFFECTS Not applicable to the DRB ATTACHMENTS The full application and file of record can be viewed at the Community Development Department at 20 E. Olive Street, Bozeman, MT 59715. 1. Public Comment Emails from Rob Pertzborn Valerie Sutton From: Rob Pertzborn[rpertzbom@intdnsikarchitecture.com) Sent: Wednesday,January 28,2015 8:01 AM To: Valerie Sutton Subject: Cattail PUD Attachments: P-Parkland Exhibit 1.pdf Hi Please let me know the status of this project in the entitlement process(upcoming dates,etc.). Also,are you supporting offsite park space for the project? Are you supporting the onsite parkland(seems like the slivers and odd shapes would not qualify). If you have a staff report for the project,I am interested in reviewing it. Note:The Cattail Creek Design Committee has yet to receive any submittals on the project. Thanks for your time. RJP Robert J.Pertzborn,AIA Principal I Architect itltrirlSik architecture,Inc. 111 north tracy avenue bozeman,montane 59715 t.406.582.8988 m.406.580.0422 www.intrinsikarchitecture.com This email Is privileged and intended solo for the use of the individual to whom it is addressed.It this email has been received In error,please notify the sender. Z14367,Design Review BA Staff Report for the Cattail PropertIOUD Page 28 of 28 Valerie Sutton From: Rob Pertzborn Irpertzborn@intrinsikarchitecture.comj Sent: Wednesday,November 26,2014 3:55 PM To: Valerie Sutton Cc: Brian Krueger Subject: RE:Cattail neighborhood proposal Thanks Valerie. Great parks and trails out there,and I would hope there are some opportunities to enhance them with this new proposal. Regards, R1P Robert J.Pertzborn,AIA Principal I Architect illtrinsik architecture,Inc. 111 north tracy avenue bozeman,montana 59715 1.406.582.8988 m.406.580.0422 www.intrins ikarchitecture.com This email is privileged and Intended solely for the use of the individual to whom it is addressed.If this email has been received in error,please notify the sender. Staff Response Following review of the methodology used to calculate parkland/open space dedications, and verifying that parkland was previously dedicated that the applicant is taking credit for, staff have determined that the requirements for parkland and open space in the Cattail Properties PUD have been satisfied. The Recreation & Parks Advisory Board reviewed the proposal on February 13, 2015 and provided comments concurring with staff findings and noting that the proposed trail provides good pedestrian connections. 2. Revised Relaxation Request Memo 3. Revised Parkland Exhibit * r J NESIS NGINEERING,INC 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&2E 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/acre Net 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) HA109710010OCSTUD Submittal\working folderTarkland Dedication\park dedication calcs-NEWAs C Phases 2A&213 204W _MOW• mffi $$- s - ,.o,, •� licated Parkland 4apc ---- ramp-- ^ ° - - -- ------ - uam•Dea mm- - - - ------ -- -----�:-- Phase 1 CMa9CreekSW. �- B-- , -� - �, LEGEND Carryover Dedicated PaddaW , + ' „><a,F ' I ,Ian F I I a act.Y , ax,s + r>om I ,aesa sr I I,a. , I „. }1 SOIL- m I < 2 7 2.989 acres 3 b Iom 9 I'M? _ ,M W�, �a rang " _ Cattail Creek Sub-C.C.S. 4 ff e= dry Y 95n P + Y Project Proposed Onsite ! z ! Common Openspaoe. '� "lot I e (Lots 3&4 C.C.S.) 4 ' 8 •9 I y 4 i 1 10®F tID16 F 951a Y '� IOMW mal Y Area =0.368 acres 9.976 acres IS2as ! ! I I ► ; 1 ; ' a 3 r ; 2aw 12 '5 Previously Dedicated Parkland I z„ra sr I 5 10 ' Iam sr r Iv,a s S i ® allocated to Lots 3&4 (C.C.S.) I ! ,tea SF I'm Sr I IWa sr , Pllasa?ABZB Cettad Ctaek s,m. ! - , - --- Area =2.026 acres ter- I Dam®lad Pa,taa W can+ „!BS F --T•4 �C 9 I I � 4 r. v>ey '1 ; i '°M I - - - � �' Phases 2A&26 of C.C.S. Total Parkland Area=12.965 acres ! „m 4 j o.av so>sa � I ,� , /= , Total Parkland Dedication. a 4z's V--Ma- a,;,�, ��11 cnerx, Area =9.976 acres Parkland Available How Parkland is Used s - ' r F „r f to Lots 3&4 C.C.S. Proposed Project ;��a , - RNuired Parkland I ! Lot , A. "� Proposed Project I I yr,, SUe.'"Ia' I{5 rNi Iowa F �' Phase 1 of C.C.S. Onsite Common openspaae COk10 oP SFI, RN Parkland Dedication Carryover. r o.3sa acres , I osrx37-� ' s ��.g� MI ! z + Area =2.989 acres AMI 1.317 acres s ,. �. 1 t ,•1 I Ig Ia,r,F '• '1,r POND AS DE=KW I amsa ar �� 1 2 3 Q4t 5 8 I_ I p,oe'Ie c 1 ! are g ars F -lire Y MILT F a ALLEY^g y it IO,OO F SaP16'e0Y 2.026 acres 1.077 acres I 14JP Y eNe F,4 ` ��•; 12 11 10 8 8 sae T oeBl SPACE c ! IT \ t I I ItW Y MO sr eSOG S arA SFax0 at o•rd, _-•�, IatlE s 1� IBM sr w� y R� 0.2 Par,ualyDedicamd ExcessPartdarId 8 L ekww- - '" -btfE $ '50. Total Area=2.394 acres Total Area=2.394 acres ! IO U saw F I __ ` `- \ \ "p !-n I �._,• , ,Nei F As shown in the Park Dedication Calculations in lab P,this development(known as Cattail Properties)meets Article 27,Park& ! 6 ! 1 2 Recreation Requirements,using the existing dedicated parkland.Since We proposed development is comprised of the existing 3 4! to g 0= I 11�Y 3 „�1, „�F „w F 5 \\ \1 Lots 3 and 4,and they are part of Phase 2A&2B of the Cattail Creek Subdivision,parkland was previously dedicated for benefit-According to the filed plat for Phases 2A and 28,approximately 9.976 acres of parkland were dedicated at that time. I I ' PHA E 213 b Adding to that,the 2.989 acres of additional dedicated parkland that carried over from Phase 1(as described In Staff Report I € 4 j �' I z,.=o oo. 'l ,moc IWM' sroavecee I sa mavrtlBl as. f& { P-02023)brings the total of previously dedicated parkland to 12.965 acres. Ii'Y Using the subdivision's current zoning and the current or existing unit counts,a total number of 320 units for Phase 2A and 28 aS I q V,1.00 PHASE was identified. Based on these numbers,Cattail Properties'50 proposed units make up approximately 15.6%of the total units ! ! 3 1 S in all of the above mentioned Cattail phases Using that percentage,Cattail Properties is allocated 2.026 acres of the I s 20, -E , ' 7 R .Dial ep previously dedicated parkland. Per Article 27,the proposed Cattail Properties development needs a total of 1.317 acres of I , I ' .,gn Y �', �' sy E� sr x dedicated parkland,leaving 0.709 excess acres of offsite dedicated parkland that can be used to calculate PUD performance I i y , ^ points. ! / \ The proposed Cattail Properties siteplan also includes an additional 0.368 acres of new common openspace in addition to the ! 5 I� excess 0.709 acres of previously dedicated parkland,bringing the total to 1.077 acres of excess parkland.To calculate the PUD R'al F performance points,the percentage of the net project area that is provided as publicly accessible open space was calculated. ! mar WC M I The 1.077 acres of ublicl dedicated arkland comes to 26.73%of the 4.03 acres of net project area. The equation for 1 -' -MM,---' P. -- --c $• k publicly P P I q ` n 1 �� calculating PUD Performance Points Is 26.73%x 1 X points per percentage which yields 33.4 performance points.Therefore, i i L7'd' ` ` �N,e''d j- _ ` - __$ �arr�3--- - e ---" i 1 based on the parkland dedication and the reduced density,the proposed project has a total 34 PUD performance points. o «-sooa° c. a 1� _ s , 41'S8'M 1�91' •..r o. a:.=a• I ,Darr c Required I X --- --- F+M-�W r<----- / d e �tK a ,umED SCVEM Cattail Property Gross Area=5.208 acres I am. r. I r„+ m I ' / �.4s% +tpttW r Cattail Property Right of Way=1.183 acres S I a ru r a'aAtx s, , Cattail Property Onsite Common Openspace=0.368 acres 1 1 I 1► t Cattail Property Net Lot Area= Gross Area-(R.O.W.&onsite Common Openspace) =5.208 acres-1.183 acres-0368 acres= j B'�F l\ au«s s 3.657 acres 1 c j 1 :x>: I + a Required Common Openspace=(12 units/acre)•(Net lot Area)'0.03 acres/unit=1.317 acres ` a Laoti` -_ __-� °� 0L 88 n Provided Cattail Property onsite Common Openspace=0.368 acres _ _ e I �e G13�P131C SCAM Creek Sub offsite dedicated parkland allocated to Cattail Property=2.026 acres I `� e - = - - 10 is 8 1 Total Provided=0.368 acres+2.026 acres= L394 acres I (a Pttii) ry + aaao' "- 1321.80' T.,4 rf aes„ ��r�rl�rr�{�eiTi t ir: IDII R m yr Ew aua ssrsrc WAJII{I►NeWIA1URllplryll Summary ! ,s no„cram 117t17':1=210 ft J atm .m Ve LEW ac+a K.", $B9'41'M1y Num K A1FEar Excess Common Openspace=2.394 acres-1.317 acres=1.077 acres I �+.n.v rbaa,.. ^ ,n D. U,rEDr. VERIFY SCALE REMSIONS n DRAWN BY:JRM PROJECT NUMBER nIESEMMytl„rBE NO. DESCRIPTION DATE BY CWD.BY:CMW CATTAIL PROPERTIES 1097.001 CE REDUD.Ia+E eEEory , I,ewsllREsona moray �. SHEET NUMBER Era'a°D lMN.111hA-. APPR.BY: BOZEMAN MT M E S i S D,ygr,p Bozeman.MT 5977s DATE:09f2014 - . woderawe�000r+rnlcir i Mane:(405)581-M19 QA REVIEW DRAWING NUMBER NGINEERINGt INC py-rd.9 BY: PARKLAND/OPENSPACE CALCULATIONS PARK H;1109710011ACJ1D1ExH1BITSWarklal,d E>dMIMg Platted by CJrb walla on?J9r10155:3D PM - Qr o dN ra�ar�o olnif�nt wPrR�clnooFnrms '� ecmn DATE: 0 Brian Krueger From: Valerie Sutton Sent: Friday, February 13, 2015 10:57 AM To: Brian Krueger Subject: FW: Cattail Properties FYI From: Chris Wasia [mailto:cwasia(@g-e-i.net] Sent: Friday, February 13, 2015 10:55 AM To: Valerie Sutton Cc: Chris Saunders Subject: Cattail Properties Valerie, We just wanted to second the compliment you received from Carolyn with the Parks Board this morning. You have done a great and thorough job in identifying and simplifying complicated portions of this development and managing the process. Thank You! IVESIS NGINEERING,INC. Chris Wasia, P.E. Genesis Engineering, Inc. 204 N.11th Avenue Bozeman, MT 59715 406-581-3319 www.q-e-i.net This communication is the property of Genesis Engineering,Inc.and may contain confidential or privileged information.Unauthorized use of this communication is strictly prohibited and may be unlawful.If you have received this communication in error,please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments. 1 4 Valerie Sutton From: Carolyn Poissant Sent: Thursday, February 05, 2015 5:09 PM To: Valerie Sutton Subject: RE: cattailcrk#2.staffrpt Thanks for doing all that Valerie. That clears it up. At some point in the chain (maybe with Phase III?) it would be good to have them submit actual numbers of residential units built to see if it all jives! From: Valerie Sutton Sent: Thursday, February 05, 2015 12:21 PM To: Carolyn Poissant Cc: Brian Krueger; Chris Saunders Subject: cattailcrk#2.staffrpt Good morning, To get a better picture of the parkland dedication issue related to Cattail Properties PUD currently under review,take a look at highlighted section beginning on page 8 of the attached staff report for Phase II of the Cattail Creek Subdivision (P-02023). The staff report states that preliminary plat for Phase I provided 9.464 acres which included development of an open space stream corridor and development of a public trail system along Cattail Creek. The calculated parkland requirement at that time was 5.771 acres. This staff report indicates that 3.693 acres could be credited toward parkland for Phase II (9.464 provided—5.771 required =3.693 acres surplus). The Genesis Engineering parkland exhibit for Cattail Properties PUD shows they are adding the 3.693 surplus acres from Phase I to the 9.976 acres dedicated in Phases 2A and 2B. However, the filed plat for Phase I shows a parkland dedication of only 8.76 acres, not 9.464 acres, reducing the excess from 3.693 acres to 2.989 acres. The plat for Phases 2A and 2B includes a table showing parkland allocation,with 0.802 acres shown for Block 10, in which the proposed Cattail Properties is located, although I confirmed that 9.976 acres total parkland were dedicated Phase 2A and 2B as shown of the Genesis exhibit. The numbers shown in the attached Genesis Engineering parkland/open space exhibit appear to include all of the parkland that was dedicated in Phases 2A and 26, not just the portion allocated to Block 10 of Phase 2, showing a total of 9.976 acres. So, as far as I can tell from the recorded plats,the previous parkland dedication for the Cattail Creek Subdivision (CCS) may be accounted for as follows: CCS Phase 1: 8.76 acres (5,771 acres required, leaving 2.989 acres to be credited to Phase 2) CCS Phases 2A&26: 9.976 acres Credit carried over from Phase I to Phase II: 2.989 acres TOTAL PARKLAND: 21.725 acres [TOTAL PARKLAND FOR Phases 2A&26: 12.965 acres, Genesis parkland exhibit for Cattail Properties PUD assumes that the 50 proposed units equal 15.6%of total 320 units estimated to be allowed for Phases 2A and 2B based on current zoning and existing unit counts. They applied 15.6%to the to the previously dedicated parkland for Phases 2A and 2B to get the offsite allocation - 2.02 acre they are claiming(I corrected their numbers). Per Article 27,the parkland required for the PUD is 1.320 acres. 1 0 Based on their reasoning: 2.02 acres pre��iuusly dedicated - 1.32 acres parkland required 0.07 acres excess They then added the 0.7 acres to the proposed new common open space of 0.368 acres to get 1.068 acres of excess parkland, which they used to calculate PUD performance points. The percentage of net project area that is provided as publicly accessible open space was calculated like this: 1.068 acres/ 4.03 acres net site area =0.26. PUD performance points are then calculated as .26 X 1.25 = .0325, or 32.5 points. They had claimed 37 points based on their understanding that the parkland credit for Phase II to be carried over from Phase I was 3.693 acres, whereas it appears to actually be 2.989 acres. The question remains about how we interpret and apply section 38.20.090.E.2.a.(7)(b)Additional Open Space. Valerie Sutton, AICP Senior Planner City of Bozeman Community Development 20 E. Olive St., P.O. Box 1230 Bozeman, MT 59715 406-582-2285 2 Valerie Sutton From: Rob Pertzborn [rpertzborn@intrinsikarchitecture.com] Sent: Wednesday, January 28, 2015 8:01 AM To: Valerie Sutton Subject: Cattail PUD Attachments: P-Parkland Exhibit 1.pdf Hi Please let me know the status of this project in the entitlement process (upcoming dates, etc.). Also, are you supporting offsite park space for the project? Are you supporting the onsite parkland (seems like the slivers and odd shapes would not qualify). If you have a staff report for the project, I am interested in reviewing it. Note:The Cattail Creek Design Committee has yet to receive any submittals on the project. Thanks for your time. RJ P Robert J. Pertzborn, AIA Principal I Architect intrinsik architecture, inc. 111 north tracy avenue bozeman, montana 59715 t. 406.582.8988 m. 406.580.0422 vvww.intrinsikarchitecture.com This email is privileged and intended solely for the use of the individual to whom it is addressed. If this email has been received in error,please notify the sender. 1 Valerie Sutton From: Rob Pertzborn [rpertzborn@intrinsikarchitecture.com] Sent: Wednesday, November 26, 2014 3:55 PM To: Valerie Sutton Cc: Brian Krueger Subject: RE: Cattail neighborhood proposal Thanks Valerie. Great parks and trails out there, and I would hope there are some opportunities to enhance them with this new proposal. Regards, RJ P Robert J. Pertzborn, AIA Principal I Architect intrinSik architecture, inc. 111 north tracy avenue bozeman, montana 59715 t. 406.582.8988 m. 406.580.0422 www.intrinsikarchitecture.com This email is privileged and intended solely for the use of the individual to whom it is addressed. If this email has been received in error,please notify the sender. From:Valerie Sutton [mailto:VSutton@BOZEMAN.NET] Sent:Wednesday, November 26, 2014 1:05 PM To: Rob Pertzborn Cc: Brian Krueger Subject: RE: Cattail neighborhood proposal Hi Rob, The application includes a detailed accounting of parkland dedicated through the earlier Cattail Creek Subdivision that staff has not yet fully evaluated for accuracy. The application also provides a breakdown of PUD performance points achieved through: additional open space—7 pts.; sustainable design and construction—6 pts. ; enhanced covered bus stop—1 pt. ; and streetscape improvements—6 pts. I will try to locate the electronic version of the staff memo for the Cattail Properties Concept PUD that was prepared for the DRB July 23, 2014 meeting and forward that to you next week. The submittals for this project are still under completeness review. Thanks, Valerie From: Rob Pertzborn [ma i Ito:rpertzborn @)i ntrinsi karch itectu re.com] Sent: Wednesday, November 26, 2014 9:09 AM To: Valerie Sutton Subject: RE: Cattail neighborhood proposal Thanks Valerie. 1 You could help me with one point to start. They asked out of park/cash-in-lieu in the pre-app due to existing parks nearby, not in the PUD. What was the response from the city/ how are they getting their PUD points? If you could send me the staff report from the pre-app it would help. Thanks again, RJ P Robert J. Pertzborn, AIA Principal I Architect Intt'InSlk architecture, inc. 111 north tracy avenue bozeman, montana 59715 t.406.582.8988 m. 406.580.0422 www.intrinsikarchitecture.com This email is privileged and intended solely for the use of the individual to whom it is addressed. If this email has been received in error,please notify the sender. From:Valerie Sutton [mailto:VSutton@BOZEMAN.NET] Sent:Wednesday, November 26, 2014 8:39 AM To: Rob Pertzborn Subject: RE: Cattail neighborhood proposal Good morning, Tara told me you were coming in so I asked her to just give you the binder as its easier to look through than the file I think. Happy thanksgiving to you also! Valerie Sutton, AICP Senior Planner City of Bozeman Community Development 20 E. Olive St., P.O. Box 1230 Bozeman, MT 59715 406-582-2285 From: Rob Pertzborn [ma i Ito:rpertzborn@intrinsikarchitecture.com] Sent: Tuesday, November 25, 2014 5:40 PM To: Valerie Sutton Subject: FW: Cattail neighborhood proposal Note: I was over for another project and took a look at the application binder. Disregard my request. Robert J. Pertzborn, AIA Principal I Architect IntrinSlk architecture, inc. 111 north tracy avenue bozeman, montana 59715 t. 406.582.8988 m.406.580.0422 www.intrinsikarchitecture.com 2 0 • This email is privileged and intended solely for the use of the individual to whom it is addressed. If this email has been received in error,please notify the sender. From: Rob Pertzborn Sent:Tuesday, November 25, 2014 2:07 PM To: 'vsutton@bozeman.net' Subject: Cattail neighborhood proposal Hi Valerie— I know you are likely slammed, but just a reminder to send over a PDF of the proposed site, as ZI am curious what is being proposed. If necessary, I could pop over and review the application at the planning office. Please advise. Thanks and Happy Thanksgiving, RJ P Robert J. Pertzborn, AIA Principal I Architect intrinsik architecture, inc. 111 north tracy avenue bozeman, montana 59715 t. 406.582.8988 m. 406.580.0422 www.intrinsikarchitecture.com This email is privileged and intended solely for the use of the individual to whom it is addressed. If this email has been received in error,please notify the sender. 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. All City of Bozeman emails are subject to the Right to Know provisions of Montana's Constitution (Art. lI, 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. 3 �f Valerie Sutton From: Vincent Galli Sent: Thursday, January 29, 2015 9:51 AM To: Valerie Sutton Subject: DRC-Cattail Properties Townhomes Valerie, I have reviewed and evaluated all the tree species, spacing and site factors for the Cattail Townhomes along Cattail Street and west of Blackbird Drive. As the City forester, I approve these plans and the street trees the developer has chosen to plant on the right-of-way. The 18 Greenspire Lindens(Tilia condata), and the 22 Skyline Honeylocust (Gleditsia tricanthos) are wonderful street trees and will add to our growing canopy and urban forest. Vincent Cjafft' ISA Certified Arborist City of Bozeman Forestry Division Foreman/City Forester 1 ENGINEERING �� � S I S CONSULTING IIN\Yp PLANNING NGINEERING, INC DESIGN 204 N.111 Ave. • BOZEMAN,MT 59715 406-581-3319 • www.g-a-Lnet LETTER OF TRANSMITTAL To: Valerie Sutton Date: 2/9/15 City of Bozeman Project No: gei#1097.001.040 20 E.Olive Ave. Project Name: Cattail Properties Subdivision Bozeman, MT 59715 Reference: Modified Parkland Exhibits per 2/6/15 DRC 2 By EMail ❑Next Day Air ❑Delivered By Hand ❑To Pick Up Attachments: ❑SID Pre-Creation Exhibits ❑Contract Documents 0 Prints ❑Plans/Specifications [Change Order ❑Plat Submittal ❑Shop Drawings ❑Estimate ❑Other: MESSAGES: Please find undercover the modified Parkland/Open Space Exhibit. Should you have any questions,please contact me at 406-581-3319 or email cwasia@g-e-i.net. Respectfully Yours, a?4, (Z. ) Chris Wasia,P.E. H:\1097\001\DOCS\COB\TRANSMIT-rAL-020915.doc Q5 204 N.11"'Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Q5 Page 1 of 1 NESIS NGINEERING,INC ?5i�`�'° ,qf.%-S`°�'��` °"' 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&2E 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/acre Net Density 13.67 Units/acre Parkland Rate 0.03 acres/unit Capped Density used in parkland talc 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\DOGS\PUD Submittal\working folder\Parkland Dedication\park dedication calcs-NEW.As so so NESIS NGINEERING,INC y �v f.xmsm.&rlGveire 1 02/06/15 Cattail Properties—Concurrent Construction Plan(UDC Sec 38.39.030.D) As part of the Cattail Properties PUD submittal to the City of Bozeman,the applicant requested concurrent construction to allow for the building of the townhomes following the installation of the infrastructure, but prior to final plat approval. Since the expected completion of the infrastructure would be in non-winter months,the applicant would like to begin vertical construction during the final plat approval process. Below are the applicant's responses to the 13 items in the UDC Sec.38.39.030.D which allows for concurrent construction if the project is a Planned Unit Development. 1. The subject property shall be developed under the provisions of article 20 of this chapter; The project is currently being reviewed as a Planned Unit Development by the City of Bozeman Design Review Committee. 2. The subdivider or other developer must enter into an improvements agreement to ensure the installation of required infrastructure and other applicable improvements, to be secured by a financial guarantee in an amount to be determined by the city, with said guarantee to be in the name of the city; An improvements agreement will be completed and secured by a financial guarantee as determined by the City of Bozeman to ensure that any infrastructure not yet installed will be completed. 3. Approval of the final engineering design, including location and grade,for the infrastructure project must be obtained from the engineering department, and the state department of environmental quality when applicable, prior to issuance of any building permit for the development; The engineering design for the infrastructure will be completed and approved by the City of Bozeman prior to the submittal of any buildings permits for the Cattail Properties townhomes. 4. Building permits may be issued incrementally, dependent upon the status of installation of the infrastructure improvements.All building construction within the PUD shall cease until required phases of infrastructure improvements as described in the PUD have been completed, and inspected and accepted by the city; The applicant does not expect to request incremental building permits as they plan to install all of the infrastructure at one time. 5. The subdivider shall provide and maintain fire hazard and liability insurance which shall name the city as an additional insured and such issuance shall not be cancelled without at least 45 days prior notice to the city. The subdivider shall furnish evidence, satisfactory to the city, of all such policies and the effective dates thereof- The subdivider will obtain fire hazard and liability insurance for construction that occurs prior to the approval of the infrastructure. The insurance policy will name the City of Bozeman as additionally insured. 6. The subdivider recognizes, acknowledges and assumes the increased risk of loss because certain public services do not exist at the site; The subdivider recognizes,acknowledges and assumes the increased risk of loss in the case that certain public services not existing prior to infrastructure approval. 7. The subdivider shall enter into an agreement with the city which provides for predetermined infrastructure funding options; Same response as item#2 above regarding an improvements agreement with the City of Bozeman. QJ 204 N. 11"Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Q5 Page 1 of 2 N M NGINEERING,INC `' yasr•aa J•xas�.r��c�... 8. No occupancy of any structures or commencement of any use constructed or proposed within the boundaries of the PUD will be allowed until required infrastructure improvements have been completed, and inspected and accepted by the city, and a certificate of occupancy has been issued; a. No occupancy of structures or commencement of any use shall occur when such action would constitute a safety hazard in the opinion of the city; The applicant acknowledges that occupancy of any structure shall not occur prior to infrastructure acceptance and certificate of occupancy by the city. The applicant also acknowledges that occupancy of any structure shall not occur if such action should constitute a safety hazard in the opinion of the city due to the lack of approved infrastructure. 9. The subdivider shall enter into an agreement with the city to address the provision of any services on an interim basis during construction, if deemed appropriate; The subdivider will enter into an agreement with the city for provision of services if necessary during vertical construction and prior to infrastructure approval. 10. The subdivider shall execute a hold harmless and indemnification agreement indemnifying, defending and holding harmless the city, its employees, agents and assigns from and against any and all liabilities, loss, claims, causes of action,judgments and damages resulting from or arising out of the issuance of a building permit under this section; Prior to the first building permit approval,the subdivider will execute a hold harmless and indemnification agreement with the City of Bozeman,its employees,agents and assigns from and against any and all liabilities, loss,claims,causes of action,judgments and damages resulting from or arising out of the issuance of a building permit prior to the acceptance of the infrastructure. 11. The subdivider shall pay for any extraordinary costs associated with the project which the city may identify, including, but not limited to, additional staff hours to oversee the planning, engineering and construction of the project and infrastructure improvements, inspection of the infrastructure improvements and any extraordinary administrative costs; The subdivider does not anticipate any.extraordi nary costs associated with this project due to the concurrent construction,but agrees to pay for any extraordinary costs identified by the city directly caused by the concurrent construction. 12. The development shall be under the control of a single developer and all work shall be under the supervision of a single general contractor. The developer and general contractor shall agree that there shall be no third-party builders until required infrastructure improvements have been completed, and inspected and accepted by the city; During the period of concurrent construction,the Cattail Properties project will be under the control of Taylor Properties Inc.as the developer and as the general contractor. 13. Subsequent to preliminary plat or plan approval, a concurrent construction plan, addressing all requirements of this section, shall be submitted for review and approval of the review authority with a recommendation from the development review committee. Please let this document serve as such. Signature of Subdivider/Applicant Date H:\1097\001\DOCS\PUD Submittal\concurrent const plan.doc Q5 204 N. 11"'Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.a-a-i.net PJ Page 2 of 2 so so Valerie Sutton From: Greg Sullivan Sent: Tuesday, February 10, 2015 9:30 AM To: Valerie Sutton; Brian Heaston Cc: Craig Woolard; Wendy Thomas; Chris Kukulski Subject: Villas GPA update I talked with the applicant's attorney and informed her the GPA request will be back on DRC on 2/18. Please contact Mike Balch and let him know. Greg Sullivan City Attorney City of Bozeman, Montana 406-582-2309 PO Box 1230 Bozeman, MT 59771-1230 Email sent to or from me can,in some circumstances,be considered privileged and/or confidential.Therefore,please do not read, copy or disseminate this communication unless you are the intended addressee.If you have received this communication in error, please respond to this email and call me immediately at 406 582-2309. i 1 ases 2A&26 I -- - ---- --- --ceff - --- I 204.41• 2WOW 1---- man l ,4o a3 .. ted Parkland - - - " - - -- - -------, - -- --- -v - -------- ---- --- - r Phase 1 Cattail Greek Sub. I rely.m. a,m. ' ioe�in -l I wm rAf- unUn aa- , I Ca wer Dedeeted Pandand I I I „w4IF 11rM F „1U F 11trr F I .,mu v '~ ' a I LEGEND I 1 + I B0ker ; n• IM"' i I agile F I I I 1 I I sre'Otoo I I i 2 7 2 7 / i I 2.989 acresla 1®a, ,9m F e toss win on F 9v ` ! i _ Cattail Creek Sub-C.C.S. 3 B - T 3 B I 3 f f Project Proposed Onsite I [�F ,am F fDDD Sr 2572 P Common Openspace. 24ae 4 , 9 -1 . B 6 (Lots 3&4 C.C.S.) I ' t=5 S, "Q F >� 12ao F Area =0.368 acres 9.976 acres I a Da + + I 11 5 Previously Dedicated Parkland 3 20W Aun I taw Auv . 2-F 11 I= 5 tD ' „1O5BF tD 3 + 'r'sF ' ' S ; ® allocated to Lots 3&4 (C.C.S.) Si owlr Phase 2A&28 Cattail Gaek Sub I `- - `- - -" ,/ Area =2.026 acres I I 2E0.0C 1 S,1' gip' , i 9 t PRIVATE Dedicated Panaana OPEN ; I 9 ._T. SPACE 8 3=F 1 Phases 2A&213 of C.C.S. Total Parkland Area=12.985 acres ,,�_ l c 4 Total Parkland Dedication. Parkland Available How Parkland is Used i 42•s2W- zs3.+sT-� + F i, r�r,.L CREEK PHASE I Area =9.976 acres to Lots 3&4 C.C.S. PioposedPreod Seat,�`�� ' w:s'' o 2 )pU%X PARK 6 ; 3 BLOCK 5 i ReoHfred Parldarld + + 1 , to g •a 1 Proposed Project I I YBI.S,.0Lo Nd. ,45 8 I Cad F 1 I i Phase 1 of C.C.S. onsite common Operapaoe I I 1 I ! f seri.'srt lit r �, \ 1 wo SPA D I ` Parkland Dedication Carryover. I Ir Area =2.989 acres 0.368 acres ' I I 1 �� te F ism or � ' I mmm 1.317acres + -- `--- $--GAVANNAH - - 'n'°°s--�„�-- $--1 - - - -- I ----- tl J L I I Ig `A wnttF POND ASOESICN� I 20M Sr 'L 3 B + K�eafe'E ,b I ' rlrs F 9rrs F 1' _sirs F „sus 3 faso4 I I �i:4a F - _ - ens F_ 2Dad our 1 g � 11 ' P1 1040 F SW46Wt 1 t Via 2.U26 acres l Q l_ - - I Dit 2 1.077 acres + la z 1 el' I I �: (f, iz EC IH GW F'.E \ c 4 lJ Ul :.a4 Sr I I 1z a to - e B I2 W F , 3 ?c D I Ia 6 f{$ =A5. 11tw F u[o F .too F r o0 F Pao s o.T4• �,r 104 0 ss ,eem F N g z j o.za c10 to ¢`tc s Parkland ry ExcesoPaldand - T f---MVO--I�--- °' t9 FEB O9 2015 3 s R_1sa.oa r L Total Area=2.394 acres Total Area=2.394 acres +- Qi c x4m F i_ ( -..__ .. •,d •___ _____ s41 , tor:F �; ; + 1t mn m: DEPARTMENT OF As shown in the Park Dedication Calculations in Tab P,this development(known as Cattail Properties)meets Article 27,Park& I Kv` RecreationRequirements,usingtheexistingdedicatedparkland.Since the proposed development is comprised of the existing ' €td S0" t 2 3 COMMUNITY DEVELOPMENT I 2cd 75' ,na F 14om 9 4wo F 113 F Lots 3 and 4,and they are part of Phase 2A&28 of the Cattail Creek Subdivision,parkland was previously dedicated for 1 I I benefit. According to the filed plat for Phases 2A and 2B,approximately 9.976 acres of parkland were dedicated at that time. I ' I PHA E 2B w n , Adding to that,the 2.989 acres of additional dedicated parkland that carried over from Phase 1(as described In Staff Report 1 : 9 1 124.2V ,OD '( 1amov l0000• ser.em'E 1 mr4eroet 2mm � •( P-02023)brings the total of previously dedicated parkland to 12.965 acres. 1 acre F I ' Using the subdivision's current zoning and the current or existing unit counts,a total number of 320 units for Phase 2A and 28 I 1 , q I 8�'QC PHASE 2A was 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 phases. Using that percentage,Cattail Properties is allocated 2.026 acres of the I NEW I � I 7 t1 8 previously dedicated parkland. Per Article 27,the proposed Cattail Properties development needs a total of 1.317 acres of I I alsn F ,F � sy F K dedicated parkland,leaving 0.709 excess acres of offsite dedicated parkland that can be used to calculate PUD performance points. The proposed Cattail Properties siteplan also includes an additional 0.368 acres of new common openspace in addition to the excess 0.709 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. 1 20.03'vc 1 ! / -/ x t The 1.077 acres of publicly dedicated parkland comes to 26.73%of the 4.03 acres of net project area.The equation for I '-`" '"--- W" -'- calculating PUD Performance Points is 26.73%x 1 X points per percentage which yields 33.4 performance points.Therefore, a L7 ---�saPWin -- -rev' based on the parkland dedication and the reduced density,the proposed project has a total 34 PUD performance points. , - f I,:moad e+ a - m 6 a I i. 1YBAV RequiredUAKEL P •ALFRED SCNCE2 Cattail Property Gross Area=S.208 acres AGE 51 Cattail Property Right of Way=1.183 acres I R 2 I f , Cattail Property Onsite Common Openspace=0368 acres t At ' I i I Cattail Property Net Lot Area= Gross Area-(R.O.W.&onsite Common Openspace) =5.2D8 acres-1.183 acres-0.368 acres= j ""'F r� I F a 3.657acres Required Common Openspare=(12 units/acre)'(Net Lot Area)w 0.03 acres/unit=1.317 acres I �1 L I cam, _ _ 0 Provided I ��. ,Q ,m,r C17 Cattail Property onsite Common Openspace=0.368 acres ;b �`� mm`II,[In C2 I d ; - .I arAK►a GRAPE S0AIZ Cattail Creek Sub offs+te dedicated parkland allocated to Cattail Property=2.026 acres B t Total Provided=0.368 acres+2.026 acres= 2.394 acres I ` z,ss2 ��.c r<ase a II� 1 snob- Ia6f& Summary + Vr�"reosse S841'H1Y ,�.ey I,cwmetl IWuI��YIItWI 11xir:1'-210rt Excess Common Openspace=2.394 acres-1.317 acres=1.077 acres MCEGT."� K.AWEOrVERIFY SCALE REVISIONS �r DRAWN BY:JRM PROJECT NUMBER „ p,n,,,IANYBE NO. DESCRIPTION DATE BY CATTAIL PROPERTIES 1097.001 REDWED.LIKEOELow CHK•D.BY:CMW SHEET NUMBER „E ZEMIALSLIRES E ON - lei S I S APPR�: 01°`1°°1G' F 2W N.11th Ave. DATE:09/2014 BOZEMAN � DRAWING NUMBER ~~ ��" P�Ibne�:(d08)581.3319 OA REVIEW"°""�A`°°'�"`ir � NGINEERING, ANC area�aa By; PARKLAND/OPENSPACE CALCULATIONS PARK H:11o971001,ACADIEKHIBITsV%rkand E-111 Ldv.9 Plotted by Urls waste m 2/92D155:30 PM - r o a%eatftarjardofC01111aftntal COP,'RKtMOGDISUI:KGMERIKG.QC20,5 DATE: • ENGINEERING �� ff E S I S CONSULTING jlli\Ili llli PLANNING NGINEERING, INC DESIGN 204 N.111 Ave. • BOZEMAN,MT 59715 406-581-3319 %".g-a-Lnet LET R OF TRANSMITTAL E((`9E� V � {{ F pp �P EPP 5 2015 To: Date: 2/5/12 V a ne (C ty�O W"DEVELOPMENT Project No: gei#1097.001.040 20 E. OliveAve. Project Name: Cattail Properties Subdivision Bozeman, MT 59715 Reference: Additional Exhibits per 2/4/15 DRC ❑By Mail ❑Next Day Air 0 Delivered By Hand ❑To Pick Up Attachments: ❑SID Pre-Creation Exhibits ❑Contract Documents 0 Prints ❑Plans/Specifications ❑Change Order ❑Plat Submittal ❑Shop Drawings ❑Estimate ❑Other: MESSAGES: Please find undercover the DRC Requested Exhibits., Should you have any questions, please contact me at 406-581-3319 or email cwasia@s-e-i.net. Respectfully Yours,0?4 Chris Wasia,P.E. H:\1097\001\D0CS\C0B\TRANSM ITTAL_020515.doc 204 N. 111h Ave., Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Page 1 of 1 i COLORED LINES SHOWN ARE 250' IN LENGTH AND DEPICT LAYING LENGTH OF / HOSE FROM EXISTING OR PROPOSED HYDRANTS. / � HYD 3 I >I -- y to I L J II I , _ 1 PUD^STREET-B i \ v -- ---� N m v"_ �:A wove MueFn a oEtrnv�o.� y� CATTAIL PROPERTIES ,rorm� CIX9'BVt PUD PRELIMINARY PLAN SUBMITTAL seer rnween p. A :y N.„n�•. —"S'Ua_ BOZEMAN MT ly ESIS �`O es..a ert sons wre o,mrs_ NGINEERING,INC " �° G t HYDRANT SPACING EXHIBIT Ma�oamo,MGOFweBrtsurcdLwt Oomrsa Roe.a Mlmmr�+rm ra5]Ois 4L iv.fy.G+l./CSman,m..o. 6Y OF BOZEMAN DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Alfred M. Stiff Professional Building phone 406-582-2260 20 East Olive Street fax 406-582-2263 P.O. Box 1230 planning@bozeman.net Bozeman, Montana 59771-1230 www.bozeman.net January 26, 2015 Taylor Properties, Inc. ATTN: Jim Brainard 20101 SW Birch St. Suite 151 Newport Beach, CA 92660-1749 Bayliss Architects, P.C. Attn: Bayliss Ward P.O. Box 1134 Bozeman, MT 59771 Re: Cattail Properties Preliminary PUD Plan Z14367 and MaSub Preliminary Plat P14054 Dear Sirs, The above-referenced Planned Unit Development Preliminary Plan and Major Subdivision Preliminary Plat applications were originally received on November 12, 2014. The applications were reviewed in accordance with the submittal checklists and Chapter 38.41 of the Unified Development Code (UDC) and found to be incomplete. Additional materials addressing identified deficiencies submitted January 20, 2015 were reviewed and the applications are now deemed acceptable for initial review The Development Review Committee (DRC) will discuss the applications on three consecutive Wednesdays, January 28, and February 4 and 11, 2015 at 10 am. Staff recommends that you attend the DRC meetings to answer any questions that may arise. All DRC meetings are held in the second floor Conference Room at the Professional Building, 20 East Olive Street, Bozeman, Montana. The applications will also be reviewed by the Design Review Board (DRB) on February llth at 5:30 pm in the Commission Room at City Hall, 121 N. Rouse Avenue. Please feel free to contact me at 582-2285 if you have any questions. Respectfully, Valerie Sutton, AICP Senior Planner CC: Chris Wasia, Genesis Engineering, 204 North 11 th Avenue, Bozeman, MT 59715 community zoning subdivision review annexation historic neighborhood urban GIs planning preservation planning design i January 20'", 2015 p. Valerie Sutton I 20 East Olive Street ; ,I) • '_J . I.� P.O. Box 123;0 ■I •• Bozeman, MT 59771-1230 ;lFJAN 2 2015 ' } �i\+T Fl•- RE: 2014-26 —Cattail Properties: Prelimina! �UDjPfar�and U� MaSub Preliminary Plat- Revisions 1•�+��Li ' i DF.`i-I 0NOFi\iI i �( Valerie, ,i -: Below we have renumbered your bulleted list and provided a reference to where we have responded to your comments in our attached submitted narrative. '•I 1. Please confirm the number of lots proposed. In some places in the application materials, it is stated that 50 townhome lots are proposed. Page 3 of the preliminary plat checklist indicates there are 46 townhome lots, 4 single- household lots, and 2 open space/park lots. -The development will consist of 46 common wall townhomes (23 pairs) and 4 detached single household units. 2. Section 38.20.090.E. PUD Design objectives and criteria. Please revise the PUD application submittal to address the applicable objectives and criteria of subsection 2.a., the mandatory"all development"group outlined in (1) through (6) of this subsection. The application narrative submitted addresses only criterion + (7).-See the revised narrative items 2.c.(1)-(6) in Appendix A. 3. Section 38.20.090.E.(7)(b) Additional open space. Please revise the PUD application narrative to address the criteria listed in subsection (ii), including a description of how the proposal meets the standards of Article 27, Park & Recreation Requirements. It is necessary to distinguish any area being used for park dedication from any area being used to satisfy PUD performance requirements.-See the revised narrative items 2.a.(7)(b) and exhibits in Appendix P for detail breakdown. 4. Section 38.20.090.E.(7)(k) Streetscape improvements (6 Points): Streetscape design features that exceed the minimum street standards including street furniture, pedestrian lighting, low-impact development techniques, on-street parking standards, crosswalks, landscape and planting,way finding, public art or other design elements. Please revise the PUD application narrative to provide a clear description of how this performance standard is met. It is necessary to demonstrate that minimum street standards are being exceeded in order to qualify for performance points under this subsection. Please revise sheet Al.I Site Plan, and sheet 1-1.1 Development Lancscape Plan to clearly illustrate how this performance standard will be met, including detailed exhibits of the enhanced streetscape improvements that exceed minimum street standards.-See the revised,narrative items 2.a.(7)(k)in Appendix A, revised A 1.2 Site Plan Details in Appendix J and the revised revised L 1. 1 Development Landscape plan in Appendix 0. q 5. SectiolI 38.20.090.E.(7)(i) Public transportation bus station or enhanced covered bus stop. Please provide information in the PUD application narrative on location of the proposed bus stop with respect to public transit routes, along with details of maintenance and liability. -Enhanced covered bus stop will no longer be provided. See revised narrative item 2.a.(7)(j)in Appendix A I I person puce lifestyle sustaina6ility � s bay6. Section 38.20.030.4.a. Use of general building and development standards. Jiss HITICTSPlease revise the PUD application materials to include written and graphic material sufficient to illustrate the initial and final conditions that the modified standards will produce.The application submittal includes a list of requested variances under Tab S, but the variance criteria specified in section 38.35.60 are not addressed. In the case of a PUD, it is appropriate to request deviations or relaxations, rather than variances, from the general building and development standards of the UDC. -The requested variances are being resubmitted as relaxation requests instead of variances. See the revised Relaxation Requests in Appendix S. 7. Section 38.20.030.4.b.All requested deviations. All requested deviations and other relaxations of regulatory requirements are required to be identified in writing at the time of preliminary plan submittal. Failure to identify such items may result in the delay of application processing in order to receive the necessary materials. As stated in the Development Review Committee comments dated July 30, 2014, all requested relaxations shall be clearly identified and a justification for each provided as part of the preliminary PUD application. It is further recommended that a map be provided showing the applicable relaxations for each lot to facilitate the review process.-See the revised Relaxation Requests and justifications and for the requests located in Appendix S. 8. As stated in the Development Review Committee comments dated July 30, 2014, a compelling rationale shall be provided addressing functional yards and privacy because of the requested density bonus and smaller than typical lots,. Please revise the PUD application narrative to address this issue.-See the revised narrative items 2.a.(5) and 2.b.(2) in Appendix A. Please feel free to contact me with any questions. Sincerely, Bayliss Ward,A./A,Ne-A:RB i person I place IiFestyle s u s t a i n a 6 i I i y kY OF BOZEMAN DEPARTMENT OF PLANNING AND"COMMUNITY DEVELOPMENT Alfred M. Stiff Professional Building phone 406-582-2260 20 East Olive Street fax 406-582-2263 P.O. Box 1230 planning@bozeman.net Bozeman, Montana 59771-1230 www.bozeman.net December 5, 2014 Taylor Properties, Inc. ATTN: Jim Brainard 20101 SW Birch St. Suite 151 Newport Beach, CA 92660-1749 Bayliss Architects, P.C. Attn: Bayliss Ward P.O. Box 1134 Bozeman, MT 59771 Re: Cattail Properties Preliminary PUD Plan Z14367 and MaSub Preliminary Plat P14054 Dear Sirs, The above-referenced Planned Unit Development Preliminary Plan and Major Subdivision Preliminary Plat applications were received on November 12, 2014. The applications were reviewed in accordance with the submittal checklists and Chapter 38.41 of the Unified Development Code (UDC) and found to be incomplete. Therefore, the applications have been deemed unacceptable for initial review. The following list identifies required application revisions: • Please confirm the number of lots proposed. In some places in the application materials, it is stated that 50 townhome lots are proposed. Page 3 of the preliminary plat checklist indicates there are 46 townhome lots, 4 single-household lots, and 2 open space/park lots. • Section 38.20.090.E. PUD Design objectives and criteria. Please revise the PUD application submittal to address the applicable objectives and criteria of subsection 2.a., the mandatory "all development" group outlined in (1) through (6) of this subsection. The application narrative submitted addresses only criterion (7). • Section 38.20.090.E.(7)(b) Additional open space. Please revise the PUD application narrative to address the criteria listed in subsection (ii), including a description of how the proposal meets the standards of Article 27, Park & Recreation Requirements. It is necessary to distinguish any area being used for park dedication from any area being used to satisfy PUD performance requirements. • Section 38.20.090.E.(7)(k) Streetscape improvements (6 points): Streetscape design features that exceed the minimum street standards including street furniture, pedestrian lighting, low-impact development techniques, on-street parking standards, crosswalks, landscape and planting, way- finding, public art or other design elements. Please revise the PUD application narrative to provide a clear description of how this performance standard is met. It is necessary to demonstrate that minimum street standards are being exceeded in order to qualify for performance points under this subsection. Please revise sheet ALL Site Plan, and sheet L1.1 Development Landscape Plan to clearly illustrate how this performance standard will be met, including detailed exhibits of the enhanced streetscape improvements that exceed minimum street standards. community zoning subdivision review annexation historic neighborhood urban GIS planning preservation planning design • Section 38.20.090.E.(7)(i) Oic transportation bus station or enhan _ covered bus sto . Please provide information in the PUD application narrative on location of the proposed bus stop with respect to public transit routes, along with details of maintenance and liability. • Section 38.20.030.4.a. Use of general building and development standards. Please revise the PUD application materials to include written and graphic material sufficient to illustrate the initial and final conditions that the modified standards will produce. The application submittal includes a list of requested variances under Tab S, but the variance criteria specified in section 38.35.60 are not addressed. In the case of a PUD, it is appropriate to request deviations or relaxations, rather than variances, from the general building and development standards of the UDC. • Section 38.20.030.4.b.All requested deviations. All requested deviations and other relaxations of regulatory requirements are required to be identified in writing at the time of preliminary plan submittal. Failure to identify such items may result in the delay of application processing in order to receive the necessary materials. As stated in the Development Review Committee comments dated July 30, 2014, all requested relaxations shall be clearly identified and a justification for each provided as part of the preliminary PUD application. It is further recommended that a map be provided showing the applicable relaxations for each lot to facilitate the review process. • As stated in the Development Review Committee comments dated July 30, 2014, a compelling rationale shall be provided addressing functional yards and privacy because of the requested density bonus and smaller than typical lots,. Please revise the PUD application narrative to address this issue. The above-referenced applications will be scheduled for Development Review Committee (DRC) following receipt, and acceptance of the revised submittal materials listed above for initial review. Please feel free to contact me at 582-2285 if you have any questions. Respectfully, Valerie Sutton, AICP Senior Planner Cc: Brian Krueger, Development Review Manager Chris Wasia, Genesis Engineering, 204 North 11`h Avenue, Bozeman, MT 59715 Page 2 0 CITY OF BOZEMAN FEE APPLIES- DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT • Alfred M. Stiff Professional Building �` - - --phone 406-582-2260 20 East Olive Street :I D '�( 1 IIi r f�ax..4f 582-2263 P.O. Box 1230 - - -__ 110nning@bozemon_net Bozeman, Montana 59771-1230 +oU 12 2014 �www.bozeman.net DEVELOPMENT REVIEW APPLICATION lj, _ 1.Name of Project/Development: Cattail Properties 2. Property Owner Information: Name: Taylor Properties Inc.-c/o Jim Brainard E-mail Address: jim@taylorprop.com Mailing Address: 20101 SW Birch St., Ste. 151, Newport Beach,CA 92660-1749 Phone: (949)752-9110 FAX: 3.Applicant Information: Name: Bayliss Architects, P.C.-Bayliss Ward E-mail Address: bayliss@baylissarchitects.com Mailing Address: P.O.Box 1134,Bozeman,MT 59771 • Phonc: (406)586-5007 FAX: (406)585-8337 4. Representative Information: • Name: Genesis Engineering-Chris Wasia E-mail Address: cwasia@g-e-i.net Mailing Address: 204 North 11th Ave.,Bozeman,MT 59715 Phone: (406)581-3319 FAX: 5. Legal Descripdon: Lots 3&4,Block 10,Cattail Creek Subdivision, Phase 2A 6. Street Address:Cattail Street, immediately west of Blackbird Drive 7. Project Description:Subdivision of property to create 50 townhome lots I— •- 8. Zoning Designation(s):R-3 9. Current Land Use(s):Existing Lots/Vacant Land 10. Bozeman Community Plan Designation:Residential • Fil . Gross Area: Acres:5.208 Square Feet:226,854 12. Net Area: Acres:3.36 Square Feet: 146,230 Page 1 Appropriate Review Fee Submitted ❑ BAYLISS ARCHITECTS,P.C. _ 11466 City of Bozeman \ 11/12/2014 Date _/Type Reference Original`Amt. Balance Due', Discount Payment 11/12/2014 Bill 12,140.00 12,140.00 ! 12,140.00 r Check Amount 12,140.00 d J , I First Interstate- Chec Planning Dept. Cattail Properties 12,140.00 ;FCA AMl ... fi2:Si:e .ayij .161ep SLE-A 00`Ohi�t$ +uai&d (e}oi, 00'Gh ie i$ + (ala.L 00`vi;Ie i$ i i i )0 -CJ xo I RiMP =2puai �aVIi 7Z 3 fI�Pkf1d M 86'J I�ICE? 00'O�9;$ SNIND2 Q SNINW-W Zd L0l f;Its jun tr -OWN -A?BA Wit¢I9 °ou Idi e0 bWw/I I :a;oQ i M D kU3 a • 0 13. Is the subject site within an urban renewal district? ❑ Yes,ansywer question 13a ❑■ No,go to question 14 13a.Which urban renewal district? ❑Downtown ❑ Northeast(NURD) ❑ North 7,h Avenue 14. Is the subject site within an overlay district? ❑ Yes,answer question 14a No,go to question 15 14a. Which Overlav District? ❑Casino ❑ Neighborhood Conservation ❑ EnM,\vav Corridor 15. Will this application require a deviation(s)? Q Yes,fist UDC section(s):See Attached Narrative ❑ No 16.Application Type (please check all that apply): ❑O.Planned Unit Development—Concept Plan ❑ A.Sketch Plan for Regulated Activities in Regulated Wedands ❑Q P.Planned Unit.Development-Preliminary Plan ❑B.Reuse,Change in Use, Further Development Pre-9/3/91 Site ❑Q.Planned Unit Development-Final Plan ❑(:..\mcndmcnt/\lodificatiur,of Plan Approved On/After 9/3/91 ❑R.Planned Unit Development-Master Plan ❑ 1).Reuse,Change in Use,I�urther Development,Arnendment/C0\ ❑S.Subdivision Pre-application ❑F.Special Temporary Use Permit ❑■ T.Subdivision Preliminary Plat. ❑ F.Sketch Plan/CO_l ❑U.Subdivision Final Plat ❑G.Sketch Plan/COA with an Intensification of Use ❑ V.Subdivision Exemption ❑11.PrcGminar•Site Plan/CO.\ ❑ W.Annexation ❑ 1.Preliminary Site Plan ❑X."Zoning\lap Amendment ❑J.Preliminary`.\[aster Site Plan ❑ Y. Unified Development Ordinance Text Amendment ❑ K.Conditional Use Permit ❑Z. Zoning Variance ❑ L.Conditional Use Permit/COA ❑A-A.Growth Police.-lap Amendment ❑\I.Adnvnistrative Project Decision Appeal ❑ BB.Growth Police•Test Amendment ❑N.Adrninistnuive Interprem-,lon Appeal ❑Other: This application must be accompanied by the appropriate checklist(s),number of plans or plars,adjoiner information and materials,and fee (see Development Review Application Requirements and Fees). The plans or plats must be drawn to scale on paper not smaller than 8'/z- by 11-inches or larger than 34- by 36-inches folded into indi-6dual sets no larger than 8V2-by 14-inches. The name of the project must be,shown on the cover sheet of the plans. If 3-ring binders will be used,they must include a table of contents and tabbed dividers between sections. .Application deadlines are Wednesdays at 5:00 pm. This application must be signed by both the appticant(s) and the property owner(s)(if different)before the submittal will be accepted. _1s indicated by the signature(s) below, the applicant(s) and property owner(s) submit this application for review under the terms and provisions of the Bozeman Municipal Code. It is further indicated that any work undertaken to complete a development approved by the City of Bozeman shall be in conformance with the requirements of the Bozeman'Municipal Code and any special conditions established by the approval authority. I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project. Further, 1. agree to grant City personnel and other review agency representatives access to the subject site during the course of the review process (Section 38.34.050,B-IC). I(\Ve)hereby certiF-that the above information is true and correct to the best of my(our)knowledge. Applicant's Signature: Date: Applicant's Signature: Date: Property Owner's Signature: Date: • Property Owner's Signatuc Date: Page 2 (Development Review Application—Prepared 11/23/03;Amended 9/17/04,5/1/06;9/18/07,revised 11/14/11) • ENGINEERING *,� f( �{ESS CONSULTING 1�\���t11 �p Ill1p�r PLANNING t NG[NEER[NG, !NC DESIGN 204 N.I I'Ave. BOZEMAN,MT 59715 406-581-3319 www.g-a-i.net October 29, 2014 -- Chris Saunders City of Bozeman Planning Department 20 East Olive St. !+ ! I O 12 2014 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$121140.00 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-a-i.net Enclosures cc: • 204 N. 111h Ave., Bozeman, MT 59715 Cell: (406)581-3319 www.q-e-i.net Page 1 of 2 Cattail Properties PUD Preliminary Plan / NESIS Preliminary Plat NGINEERING,INC. P00 N.17tn Ara 6 8�,MTWYIS S 10& l-WI9 • www.p-91.1101 b emlX: .rot 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 Checldist Tab A PUD Prefiminary Plan Information Items lby Part B.l.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 Checldist 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&C23 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 Checldlst Tab R Preliminary Plat Document Part D.2-8,D.11,E.1,E2 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 EA,E.8/PUD 6.9/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 82.c Tab Z Water&Sewer Report Part F Stormwater Report Part F Utility, Education, USPS Letters Part F • P.O. Box 1134, Bozeman, MT 59771-1134 p.406.586.5007 bayliss@baylissarchitects.com 1 of 1 Cattail Properties ® PUD Preliminary Plan / N. SIS Preliminary Plat , NGINEERING.,INC. 204 N.111h A— . Bozeman,MT 59715 ..: 40&591.3319 www.9-o-I.ne1 !, small:tivasla®9"o-l.nel , Team Contact Information Civil Firm: Genesis Engineering,Inc. Address: 204 N. 11 th Ave. Bozeman,MT 59715 Telephone: 406.581.3319 Contact: Chris Wasia Email: cwasia@g-a-i.net Architectural Firm: Bayliss Architects,P.C. Address: P.O.Box 1134 Bozeman,MT 59771 Telephone: 406.586.5007 Contact: Bayliss Ward Email: bavliss@baylissarchitects.com Landscaping Firm: Custom Earth Designs Address: 50 Bronco Drive . Bozeman,MT 59718 Telephone: 406.539.7030 Contact: Chad Rempfer Emaik customearthdesigns@gmail.com P.O. Box 1134, Bozeman, MT 59771-1 1 34 p.406.586.5007 bayliss@baylissarchitects.com 1 of 1 i CITY OF BOZEMAN FEE APPLIES- DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Alfred M. Stiff Professional Building phone 406-582-2260 20 East Olive Street fax 406-582-2263 P.O. Box 1230 planning@bozeman.net Bozeman, Montano 59771-1230 www.bozeman.net DEVELOPMENT REVIEW APPLICATION 1. Name of Project/Development: Cattail Properties 2. Property Owmer Information: Name: Taylor Properties Inc.-c/o Jim Brainard E-mail Address: jim@taylorprop.com Mailing Address: 20101 SW Birch St.,Ste. 151,Newport Beach, CA 92660.1749 Phone: (949)752-9110 FAX: 3.Applicant Information: Nacne: Bayliss Architects, P.C.-Bayliss Ward E-mail_address: bayliss@baylissarchitects.com \flailing Address: P.O.Box 1134, Bozeman, MT 59771 • Phone: (406)586-5007 FAX (406)585-8337 4. Representative Information: Name: Genesis Engineering-Chris Wasia E-mail Address: cwasia@g-e-i.net Mailing Address: 204 North 11th Ave..Bozeman,MT 59715 Phone: (406)581-3319 FAK: 5. Legal Description: Lots 3&4, Block 10, Cattail Creek Subdivision, Phase 2A 6. Street Address:Cattail Street, immediately west of Blackbird Drive 7. Project Description:Subdivision of property to create 50 townhome lots 8. Zoning Designation(s):R-3 9. Current Land Use(s):Existing LotsNacant Land 10. Bozeman Community Plan Designation:Residential 11. Gross Area: Acres: 5.208 Square Feet:226,854 12. Net Area: Acres:3.36 Square Feet: 146,230 Page 1 Appropriate Review Fee Submitted ❑ 13. Is the subject site within an urban renewal district? ❑ Yes,answer question 13a IN No,go to question l4 13a.Which urban renewal district? ❑ Dowmtown ❑ Northeast (NURD) ❑ North 71h Avenue 14. Is the subject site within an overlay district? ❑ Yes.ans«-er question t4a M No,go to question 1 14a. Which Overlay District? ❑ Casino ❑ Neighborhood Conservation ❑ Entryway Corridor 15. Will this application require a deviation(s)? ❑■ Yes,Est UDC section(s):See Attached Narrative 7[❑71No 16. Application Type (please check all that apply): ❑O. Planned Unit Development-Concept Plan ❑ A.Sketch Plan for Regulared-\criviries in Regulated Wedands ❑Q P. Planned Unit Development-Preliminary Plan ❑ B. Reuse,Change in Use, Further Development Pre-9/3/91 Site ❑Q.Planned Unit Development-Final Plan ❑ (:. .\nncndnnent/\ludificatiun of Plan Approved On/after 9/3/91 ❑R. Planned Unit Development-Master Plan ❑ 1). Keuse,Change in Use,further Dcvelopmetm Amendment/C OA ❑S.Subdivision Pre-application ❑ E.Special Temporary Use Permit ❑■ T.Subdivision Preliminary Plat ❑ F.Sketch Plan/COA ❑ U. Subdivision Final Plat ❑ G. Sketch Plan/CO A arirh an Intensification of Use ❑ V.Subdivision Exemption ❑11. Preliminary Site Plan/CO.\ ❑W.-Annexation ❑ 1.Preliminary Site Plan ❑Y.Zoning Map Amendment ❑J.Preliminary\[aster Sire Plan ❑ Y. Unified Development Ordinance Text.Amendment ❑ K.Conditional Use Permit ❑Z. Zoning Variance ❑ L. Conditional Use Permir/CO.\ ❑_ A.Growth Policy Map amendment ❑M.Administrative Projecr Decision Appeal ❑ BB.Growth Policy Text amendment ❑ N._\dniinistrarive Interpretation Appeal ❑Other: This application must be accompanied by the appropriate checklist(s),number of plans or plars,adloiner information and materials,and fee (see Development Review Application Requirements and Fees). The plans or plats must be drawn to scale on paper not smaller than 8/2- by 1 l-inches or larger than 24- by 36-inches folded into individual sets no larger than 8'/2-by 14-inches. The name of the project must he shown on the cover sheet of the plans. If 3-ring binders urill be used, they must include a table of contents and tabbed dividers between sections. Application deadlines are \Vednesdays at 5:(X) pm. This application must be signed by both the applicant(s) and the property owner(s)(if different)before the submittal will be accepted. As indicated by the signature(s) below, the applicant(s) and property owners) submit this application for review under the teats and provisions of the Bozeman Municipal Code. It is further indicated that any work undertaken to complete a development approved by the Cain-of Bozeman shall be in conformance with the requirements of the Bozeman Municipal Code and any special conditions established by the approval authority. I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project. Further,"] agree to grant City personnel and other review agency representatives access to the subject site during the course of the review process (Section 38.34.050,B\IC). I (\\'e)hereby certiEy that the above information is true and correct to the best of my(our) knowledge. Applicant's Signature: Date: Applicant's Signature: Date: Property Owmer's Signature: 6 — Date: /4Z) Property Owner's Signatur Date: Page 2 (Development Review Application-Prepared 11/23/03;Amended 9/17/04,i/i/06;9/18/07,revised 11/14/11) PONED UNIT DEVELOPMENT CHECOT he appropriate checklist shall be completed and returned as part of the submittal. Any item checked "No" or "N/A" (not olicable) must be explained in a narrative attached to the checklist. Incomplete submittals will be returned to the applicant. 1,. ❑ 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. Q Planned Unit Development—Prel m nary Plan. The following information and data shall be submitted: PUD Preliminary Plan Information Yes No I N/A 1. The following information shall be presented in an 81/2-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 ❑X ❑ ❑ b. A list of names of all general and limited partners and/or officers and ❑X ❑ ❑ 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 ❑X ❑ ❑ proposed plan and how it furthers the implementation of the Bozeman growth policy d. Statement of the proposed ownership of open space areas ❑X ❑ ❑ e. Statement of the applicant's intentions with regard to future ownership of all ❑X ❑ ❑ or portions of the planned unit development f. Estimate of number of employees for business, commercial and industrial ❑ ❑ ❑X uses g. Description of rationale behind the assumptions and choices made by the ❑X ❑ ❑ applicant h. Where deviations from the requirements of this title are proposed, the ❑X ❑ ❑ 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 ❑X ❑ ❑ are being avoided or mitigated j. Statement of design methods to reduce energy consumption, (e.g., ❑X ❑ ❑ home/business utilities,transportation fuel,waste recycling) Page 3 (PUD Checklist—Prepared 12/2/03;revised 9/21/04,revised 11/14/11) PUD Preliminary Pla formation,continued Yes No I N/A 1. The following information shall be presented in an 81/2-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 ❑X ❑ ❑ 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 0 ❑ ❑ graphic illustrations at 8'/2-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 ❑X ❑ ❑ where appropriate b. The proposed treatment of the perimeter of the planned unit development, ❑X ❑ ❑ including materials and techniques used, such as screening, fences, walls and other landscaping C. Attorney's or owner's certification of ownership ❑X ❑ 1 ❑ 3. Viewsheds: a. Looking onto and across the site from areas around the site,describe and map ❑X ❑ ❑ 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 ❑X ❑ ❑ off-site locations 4. Street cross-section schematics shall be submitted for each general category of street,including: a. The proposed width ❑X ❑ ❑ b. Treatment of curbs and gutters, or other storm water control system if other ❑X ❑ ❑ than curb and gutter is proposed C. Sidewalk systems ❑X ❑ ❑ d. Bikeway systems,where alternatives to the design criteria and standards of the ❑ ❑ ❑X City are proposed 5. Physiographic data,including the following: a. A description of the hydrologic conditions of the site with analysis of water ❑X ❑ ❑ 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 ❑X ❑ ❑ feet of the site 6. If the project involves or requires platting, a preliminary subdivision plat, subject to ❑X ❑ ❑ 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 ❑X ❑ ❑ 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 ❑ ❑ ❑X 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 ❑X ❑ ❑ 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 ❑X ❑ ❑ Page 4 C. ❑ Planned Unit Develo t—Final Plan. The following informatio* 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 scaleds 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 ❑ ❑ ❑ Page 5 ,6 1ay 4110ss Planned Unit Development Checklist Narrative Reponses 1134 406-586-5007 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. f 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. I. 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. b. 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. person J' place Iifestvle sustaina6iIity SITE PLAN CHECKLIST • Whese 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 ❑X ❑ 2. 30,000 or more square feet of office space, retail commercial space, service commercial space or ❑ ❑X industrial space 3• 20,000 or more square feet of exterior storage of materials or goods ❑ ❑X 4• Parking for more than 90 vehicles ❑X ❑ 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 ❑X ❑ ❑ 2. List of names and addresses of property owners according to Chapter 38.40,BMC (Noticing) ❑X ❑ ❑ 3• A construction route map shall be provided showing how materials and heavy equipment will ❑X ❑ ❑ 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 ❑X ❑ ❑ 5• Date of plan preparation and changes ❑X ❑ ❑ 6• North point indicator ❑X ❑ ❑ 7. Suggested scale of 1 inch to 20 feet,but not less than 1 inch to 100 feet ❑X ❑ ❑ 8• Parcel size(s) in gross acres and square feet ❑X ❑ ❑ 9• Estimated total floor'area and estimated ratio of floor area to lot size (floor area ratio,FAR), ❑X ❑ ❑ with a breakdown by land use 10. Location,percentage of parcels) and total site,and square footage for the following: a. Existing and proposed buildings and structures 0 ❑ ❑ b. Driveway and parking ❑X ❑ ❑ C. Open space and/or landscaped area,recreational use areas,public and semipublic land, 0 ❑ ❑ parks,school sites,etc. d. Public street right-of-way ❑X ❑ ❑ 11. Total number, type and density per type of dwelling units, and total net and gross residential ❑X ❑ ❑ density and density per residential parcel 12. Detailed plan of all parking facilities, including circulation aisles, access drives, covered and ❑X ❑ ❑ 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) General Information,continued Yes No N/A 13. The information required by Section 38.41.060.L, BMC (Streets, Roads and Alleys), unless ❑ ❑ ❑X 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 ❑X ❑ ❑ 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) ❑X ❑ ❑ b. Height above mean sea level of the elevation of the lowest floor and location of lot ❑X ❑ ❑ 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 ❑X ❑ ❑ 16. Temporary facilities plan showing the location of all temporary model homes, sales offices ❑X ❑ ❑ and/or construction facilities,including temporary signs and parking facilities 17. Unless already provided through a previous subdivision review, a noxious weed control plan ❑X ❑ ❑ complying with Section 38.41.C50.H, BMC (Noxious Weed Management and Revegetation Plan) 18. Drafts of applicable supplementary documents as set forth in Chapter 38.38, BMC ❑X ❑ ❑ (Supplementary Documents) 19. Stormwater Management Permit Application required I 0 ❑ ❑ 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 ❑X ❑ ❑ Director 2. Adjacent streets and street rights-of-way to a distance of 150 feet, except for sites adjacent to 0 ❑ ❑ major arterial streets where the distances shall be 200 feet 3. On-site streets and rights-of-way ❑ ❑ 4. Ingress and egress points ❑X ❑ ❑ 5. Traffic flow on-site ❑X ❑ ❑ 6. Traffic flow off-site 0 ❑ ❑ 7. Utilities and utility rights-of-way or easements: a. Electric Q ❑ ❑ b. Natural gas Q ❑ ❑ C. Telephone,cable television and similar utilities ❑X ❑ ❑ d. Water ❑X ❑ ❑ e. Sewer(sanitary,treated effluent and storm) Q ❑ ❑ 8. Surface water,including: a. Holding ponds, streams and irrigation ditches 0 ❑ ❑ b. Watercourses,water bodies and wetlands ❑ ❑ ❑X C. Floodplains as designated on the Federal Insurance Rate Map or that may otherwise be ❑ ❑ ❑X 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 ❑ ❑ ❑X Floodplain Regulations)if not previously provided with subdivision review Page 4 Site Plan Information,continued Yes No I N/A 9. Grading and drainage plan, including provisions for on-site retention/detention and water ❑X ❑ ❑ 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) 0 ❑ ❑ b. The downstream conditions(developed,available drainageways,etc.) ❑ ❑ ❑X C. Any downstream restrictions ❑ ❑ 0 11. Significant rock outcroppings, slopes of greater than 15 percent or other significant ❑ ❑ ❑X topographic features 12. Sidewalks, walkways, driveways, loading areas and docks, bikeways, including typical details 0 ❑ ❑ 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, ❑X ❑ ❑ parking spaces, handrails and curb cuts, including construction details and the applicant's certification of ADA compliance 14. Fences and walls,including typical details 0 ❑ ❑ 15. Exterior signs. Note—The review of signs in conjunction with this application is only review ❑X ❑ ❑ 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 ❑X ❑ ❑ 17. A site plan,complete with all structures,parking spaces,building entrances,traffic areas (both ❑X ❑ ❑ 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 ❑X ❑ ❑ 19. Landscaping-detailed plan showing plantings,equipment, and other appropriate information ❑X ❑ ❑ 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 ❑ ❑ ❑X and shrubs having a diameter greater than 2.5 inches,by species 21. Snow storage areas ❑X ❑ ❑ 22. Location of City limit boundaries,and boundaries of Gallatin County's Bozeman Area Zoning ❑X ❑ ❑ Jurisdiction,within or near the development 23. Existing zoning within 200 feet of the site 0 ❑ ❑ 24. Historic, cultural and archeological resources, describe and map any designated historic ❑ ❑ Q structures or districts,and archeological or cultural sites 25. Major public facilities,including schools,parks,trails,etc. ❑X ❑ ❑ 26. The information necessary to complete the determination of density change and parkland ❑X ❑ ❑ 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 ❑ ❑ ❑X (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. Page 5 L 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 ❑X ❑ ❑ property owner and the person preparing the plan 2. Location of existing boundary lines and dimensions of the lot ❑X ❑ ❑ 3. Approximate centerlines of existing watercourses, required watercourse setbacks, and the ❑X ❑ ❑ 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 ❑X ❑ ❑ 5. Location,height and material of proposed screening and fencing(with berms to be delineated ❑X ❑ ❑ by one foot contours) 6. Locations and dimensions of proposed landscape buffer strips, including watercourse buffer ❑X ❑ ❑ strips 7. Complete landscape legend providing a description of plant materials shown on the plan, ❑X ❑ ❑ 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 ❑X ❑ ❑ 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 ❑ ❑ ❑X damage during construction 10. Size,height,location and material of proposed seating,lighting,planters,sculptures,and water ❑X ❑ ❑ features 11. A description of proposed watering methods ❑X ❑ ❑ 12. Location of street vision triangles on the lot(if applicable) ❑X ❑ ❑ 13. Tabulation of points earned by the plan — see Section 38.26.060, BMC (Landscape ❑X ❑ ❑ Performance Standards) 14. Designated snow removal storage areas ❑X ❑ ❑ 15. Location of pavement,curbs,sidewalks and gutters ❑X ❑ ❑ 16. Show location of existing and/or proposed drainage facilities which are to be used for ❑X ❑ ❑ drainage control 17. Existing and proposed grade ❑X ❑ ❑ 18. Size of plantings at the time of installation and at maturity ❑X ❑ ❑ 19. Areas to be irrigated ❑X ❑ ❑ 20. Planting plan for watercourse buffers,per Section 38.23.100,BMC (Watercourse Setbacks),if ❑ ❑ ❑X not previously provided through subdivision review 21. Front and side elevations of buildings, fences and walls with height dimensions if not ❑X ❑ ❑ otherwise provided by the application. Show open stairways and other projections from exterior building walls Page 6 6 1ayI WITICTS Site Plan Checklist Narrative Reponses �liss architects,P.C. A. Design Review Board (DRB) Site Plan Review Thresholds: l. 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. I 18. See attached Draft Property Owners Association Documents,Appendix V. •v 1 19. At this time a Storm Water Management Permit Application has not been included, i 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 fioodplains 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 s 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. i person place Iifestvle sustaina6iIity • � i ba 22. An exhibit depicting the City of Bozeman Limits and Zoning Boundaries are Jyiss included in Appendix O. 23. Existing zoning within 200' of the subject property is included in Appendix O. �I �Iiss architects,p.c.: 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 necrby the subject property,but nearby trails and parks ..7 are shown on the site plan in Appendix J. 26. The parkland dedication calcilations 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. Landscaoe 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. f 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. j 20. N/A-No watercourses are present on site or adjacent requiring buffers. ' I 21. See attached Building Elevation drawings,Appendix J. I 1 i _ person 0uce Iifestv e sustaina6iIily SAIVISION PRELIMINARY PLAT CHEST 46hese checklists shall be completed and returned as part of the submittal. Any item checked "No" or "N/A" (not applicable) ust be explained in a narrative attached to the checklist. Incomplete submittals will be returned to the applicant. A. Subdivision Tv-De. ❑ 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 F Major Subdivision B. Total Number of Lots. 50 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- 4 Residential,single household 2 Park/Recreation/Open Space Residential,multi household Manufactured Home Space X Planned Unit Development Recreational Vehicle Space Condominium Unit Commercial 46 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 0 ❑ ❑ (Subdivision Preapplication Plan),BMC 2. Name and location of the subdivision, scale, scale bar, north arrow, date of preparation, lots and ❑X ❑ ❑ 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, ❑X ❑ ❑ 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 ❑X ❑ ❑ 5. An approximate survey of the exterior boundaries of the platted tract with bearings,distances,and ❑X ❑ ❑ 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 ❑X ❑ ❑ the subdivision boundary 7. If the improvements required are to be completed in phases after the final plat is filed,the approxi- ❑ ❑ ❑X 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 ❑X ❑ ❑ 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 33.41.060 (Additional Subdivision ❑X ❑ ❑ Preliminary Plat Supplements),BMC during the preapplication process 10. Request for exemption from Montana Department of Environmental Quality Review as described ❑X ❑ ❑ in Section 38.41.040.11 (Request for Exemption from MDEQ Review),BMC 11. All appropriate certificates (refer to Chapter 38.06,BMC) ❑X I ❑ I ❑ 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) E. Preliminary Plat Supplements aired for All Subdivisions. The suppleme&formation 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 ❑X ❑ ❑ 2. Map of entire subdivision on either an 8'/2-inch x 11-inch, 81/2-inch x 14-inch,or 11-inch x 17-inch ❑X ❑ ❑ sheet 3. A written statement describing any requested subdivision variance(s) and the facts of hardship ❑X ❑ ❑ 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 ❑X ❑ ❑ 5. Encroachment permits or a letter indicating intention to issue a permit where new streets, ❑X ❑ ❑ 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 ❑ ❑ ❑X necessary 7. A draft of such other appropriate certificates ❑X ❑ ❑ 8. Provision for maintenance of all streets (including emergency access), parks, and other required ❑X ❑ ❑ improvements if not dedicated to the public,or if private 9. Profile sheets for street grades greater than 5 percent ❑ ❑ ❑X 10. If an authorized representative signs on behalf of an owner of record, a copy of the authorization ❑X ❑ ❑ shall be provided 12. A Noxious Weed Management and Revegetation Plan approved by the Weed Control District for ❑X ❑ ❑ control of noxious weeds 13. A preliminary platting certificate prepared by a Montana title company ❑X ❑ 1 ❑ 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 ❑ ❑ ❑ E 2. Floodplains ❑ ❑ ❑ Q 3. Groundwater ❑ ❑ ❑ ❑X 4. Geology,soils and slope ❑ ❑ ❑ a 5. Vegetation ❑ ❑ ❑ 0 6. Wildlife ❑ ❑ ❑ 0 7. Historical features ❑ ❑ ❑ 0 8. j Agriculture ❑ ❑ ❑ ❑X 9. Agriculture water user facilities ❑ ❑ Q ❑ 10. Water and sewer Q ❑ ❑ ❑ 11. Stormwater management 0 ❑ ❑ ❑ 12. Streets,roads and alleys 0 ❑ ❑ ❑ 13. Utilities Q ❑ ❑ ❑ 14. Educational facilities ❑ ❑ Q ❑ 15. Land use ❑X ❑ ❑ ❑ 16. Parks and recreation facilities Q ❑ ❑ ❑ 17. Neighborhood center plan ❑ ❑ ❑ 0 18. Lighting plan 0 ❑ ❑ ❑ 19. Affordable Housing ❑ ❑ ❑X ❑ 20. Miscellaneous ❑ ❑ ❑ ❑X 21. Stormwater Management Permit Application required ❑ ❑ 0 ❑ Page 4 G. By marking the checkbox W, the developer agrees to allow the 0artment 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! QX 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: Page 5 6 . iss ;�1 • YAPICHITICTS Preliminary Plat Checklist Narrative Reponses iss architects, p.c. 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 1 1x17 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 01 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 util;ty 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-he 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 Pion and City of Bozeman SMP will be completed prior to construction. h r _ Gerson o(ace ! I i f e s t v I e sustaina6ility LETTER OF AUTHOR[ZATIOIN TAYLOR PROPERTIES INC. "Owner'whose address is: 20101 SW BIRCH ST STE 151 NEWPORT BEACH CA.92660 as owner of property more specifically described as: LOT 3 8 4 IN BLOCK 10 OF THE PLAT OF CATTAIL CREEK SUBDIVISION,PHASE: 2A AND 28.CITY OF BOZEMAN GALLATIN CO,MONTANA PLAT REF J-369 HEREBY AUTHORIZES 8AYLISS WARD as agent to represent and act for Owner in making application for and receiving and accepting on Owners behalf,any permits or other action by the City of Bozeman Commissioners, the City of Bozeman Planning and Development, Building, and/or Engineering Departments relating to the modification, development, planning, platting, replatting, improvements, use or occupancy of land in the city of Bozeman. Owner agrees that Owner is or shall be deemed conclusively to be fully aware of and to have authorized and/or made any and all representations or promises contained in said application of any Owner information in support thereof,and shall be deemed to be aware of and to have authorized any subsequent revisions, corrections or modifications to such materials. Owner acknowledges and agrees that Owner shall be bound and shall abide by the written terms or conditions of issuance of any such named representative, whether actually delivered to Owner of not. Owner agrees that no modification, development, platting or r eplatting, improvement, occupancy or use of any structure or land involved in the application shall take place until approved by the appropriate official of the City of Bozeman, in accordance with applicable codes and regulations. Owner agrees to pay any fines and be li able for any other penalties arising out of the failure to comply with the terms of any permit or arising out of any violation of the applicable laws,codes or regulations applicable to the action sought to be permitted by the application authorized herein. Under penalty of perjury, the undersigned swears that the foregoing is true and, if signing on behalf of a corporation, partnership, limited liability company or other entity, the undersigned swears that this aut horization is given with the appropriate approval of such entity, if required. OWNER: ( gnature of Owner) (Signature of Co-Owner) AMES BRAINARD PRESIDENT Title: _ (Secretary or Corporate Owner) STATE OF SS. COUNTY OF Subscribed and sworn to before me by this day of . 20 WITNESS my hand and official seal. Notary Public My commission expires: (This form may be faxed) 10 CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE § 8202 wee Attached Document (Notary to cross out lines 1-6 below) J See Statement Below (Lines 1-6 to be completed only by document sgner(s], not Notary) Signature of Document Signer No. 1 Signature of Document Signer No. 2 (if any) State of California Subscribed and sworn to (or affirmed) before me County of on this,/� day of P 20A by Date Month Year KRIS MACHADO , J2) yam. Commission•2065088 Name(s) of Signer('S,1 Notary Public-California Orange Counter • Cam EMm#Aw 17.2018 proved to me on the basis of satisfactory evidence to be the personX who appeared before me. Signature Place Notary Seal Above Signature of Notary Public OPTIONAL Though this section is optional; completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: - - Number of Pages: Signer(s) Other Than Named Above: 4Z2 / 0 2013 National Notary Association 9 www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5910 � � � • •. Q • i • r ' l A 1%0x0WMMCTS.. G 1. PUD Preliminary Plan Information i' (�• � ; 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 Bozemcn 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 t:ne energy and water demands of Bozeman as a whole. d. Stateme-it 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. I I aarr.an nIace I reskvla f suskainn6i1i4v — A o : ill uIs _ h. PUD Design Objectives Sec.38.20.090 _ Section 38.20.090.E s ,.' 1 a (1) The development complies with the city standards, requirements and specifications for the following services: Water supply-Water supply to each townhome is to comply with the city standard see the Utilities Plan C-2 and associated notes and details in y,, o.a � [aoouvaoocil Appendix J. Trails/walks/bikeways-All walkways and pedestrian circulation is to comply the city standards, refer to the Site Plan A 1.1 and Site Details A 1.2 in Appendix J. No bikeway systems are provided or required. Sanitary supply-Sanitary supply to each townhome is to comply with the city standard see the Utilities Plan C-2 and associated notes and details in Appendix J. Irrigation-Irrigation for the public open spaces will be provided by a well system as indicated on the site plan. Individual townhome lots will be irrigated by the City water supply provided to each lot. Fire Protection-Fire hydrants located within and around the development conform to or will conform to the city standards. The townhomes are not sprinklered and are not required to be. Electricity-Electrical power is to be provided to each lot in conformance with Northwestern Energy's guidelines. Refer to the Utilities Plan C-2 in Appendix J for layout and Letter in Appendix Z to Northwestern Energy. Flood Hazard Areas-The project is not located in a flood hazard area. Natural Gas-Natural Gas is to be provided to each lot in conformance with Northwestern Energy's guidelines. Refer to the Utilities Plan C-2 in Appendix J for layout and Letter in Appendix Z to Northwestern Energy. Telephone-Telephone services are to be provided to each lot in • conformance with Centuryl-ink's guidelines. Refer to the Utilities Plan C-2 in Appendix J for layout and Letter in Appendix Z to Centuryl-ink. Storm Drainage-Storm drainage is to comply with the city standard see the Grading and Drainage Plan C-3 and associated notes and details in Appendix J indicating conformance. Cable Television-Cable TV services are to be provided to each lot in conformance with Charter Communication's guidelines. Refer to the Utilities Plan C-2 in Appendix J for layout and Letter in Appendix Z to Charter Communications. Streets-The internal development local street running north and south will conform to all city standards. The internal street running east west will conform to the city standards for width and construction of road, however a relaxation is requested for the right of way to be reduced and boulevard to be removed placing the sidewalk at the back of the curb. Refer to the Site Plan drawings in Appendix J for location and layout. (2) The project replaces natural vegetation with lawn and planted trees,shrubs. The existing site has no large trees or significant vegetation to preserve. See Ll.l Landscape pan for areas of lawn, abundance of canopy trees and plant groupings. (3) The townhomes are organized around a central open space with trail system running through the core to create a functional, organized and cohesive planned unit development. Refer to A 1.1 Site plan for townhome locations in relation to the central open space, pedestrian circulation system and vehicular circulation through the site. (4) The design and arrangement of the site plan elements contributes to the overall reduction of energy use of the project in the following ways: Constructing townhome units instead of standalone homes allows the units to share a common wall reducing • the heat and cooling loss along on side of each unit helping to reduce the energy needed by each unit. The units are also to be constructed with high R-value insulation nersnn i! eIace esfv�e susfainabilifv /AO *,C14a n v4 in the walls and roof systems, use Energy Star Certified appliances and Water Sense Plumbing fixtures. Refer to item 7(g) Sustainable design and construction of this narrative for more information. (5) The elements of the site plan are designed and arranged to maximize the privacy of the residence by staggering the units, providing integrated privacy screens on �' r `� porches, and controlling location of public open space and pedestrian walkways. ; � oao ter.. 00ryptlpo Individual townhome units are staggered from the adjacent units to create a break in the front and rear exterior wall planes helping to define each unit's area and creating natural privacy walls. Where these natural privacy walls need additional surface area integrated privacy screens are provided to extend from the walls. Individual lot landscape plans will take advantage of plantings between units to create visual barriers between units as well to compliment the integrated screens. The buildings are designed so that more public spaces such as living rooms and entries are orientated adjacent to public open areas. The public open areas are also still separated from the units by the individual townhome yards provided. Refer to site plan and conceptual unit drawings located in Appendix J for location of building elements and site layout. (6) Park land-The buildings in the development are arranged with the central open space at the core helping to create a micro community in the development. This also helps with the overall aesthetic quality of the site creating an active community area at the heart of the development. The open space and parkland requirements of section 38.27.020 are met and exceeded and are detailed under item 7 (b) below indicating the required parkland and the additional open space being provided as part of the PUD performance points. (7) 49 Total PUD points being claimed (20 min. required) Performance Points shall be • earned in the following ways: (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 PUD pts are being claimed.See rationale below. (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 dedicated parkland. Since the proposed development is comprised of the existing Lots 3 and 4, and they are part of Phase 2A &2B of the Cattail Creek Subdivision, parkland was previously dedicated for benefit. According to the filed plat for Phases 2A -and 213,approximately 9.976 acres of parkland were dedicated at that time. Adding to that, the 3.693 acres of additional dedicated parkland that carried over from Phase 1 (as described in Staff Report P-02023) brings the total of previously dedicated parkland to 13.669 acres. Using the subdivision's current zoning and the current or existing unit counts, a total number of 320 units for Phase 2A and 2B was identified. Based on these numbers, Cattail Properties proposed units make up approximately 15.6%of the total units in all of the above mentioned Cattail phases. Using that percentage, Cattail Properties would be allocated 2.136 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 0.819 excess acres of offsite dedicated parkland that can be used to calculate PUD performance points. The proposed Cattail Properties site plan also includes an additional 0.368 acres of newly dedicated parkland in addition to the excess 0.819 acres of previously dedicated parkland, bringing t`)e total to 1.187 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 1.187 acres of publicly dedicated parkland comes to 29.5%of the 4.03 acres of net project area. The equation for calculating PUD Performance Points is 29.5%x 1 1A points per percentage • which yields 36.9 performance,points. Therefore, based on the parkland dedication II j nerann nIace I( IifestV10 l su%I a in a6iIity .y� o � 0 and the reduced density, the proposed project has a total 37 PUD performance points. rao p ao (ii) The additional open space being provided internal to the development x�aMA and which is exclusive of all private lots and yard setbacks is to be provided �70°°0 _� 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 with in the project boundaries and developed G�oy70bocnaud0�oa6o coca as usable recreation space with a corresponding public use easement. The additional open space being provided outside of the project boundaries is being provided by (E) Open space outside of the project boundaries adequate in size and location to meet the recreational needs of the residential development. The site is subject to the standards of article 27 of this chapter 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 Park F directly adjacent to the south of the project. (c) Adaptive reuse of historic buildings. This development has no existing historic buildings and therefore will not try to earn any points for adaptive reuse of historic buildings. (d) Underutilized and brownfield sites. This site is completely undeveloped and therefore will not try to earn any points for underutilized or brownfield sites. (e) This development is not designed to meet LEED-ND and therefore will not try to earn any points for designing to meet LEED-ND. (f) While some of the criteria for low impact development are met, this development does not try to earn PUD points for low impact development as not all criteria are met. (g) Sustainable design and construction: 6 PUD pts are being claimed (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 the buildings to meet the Energy Star Certified Home Version 3 Program requirements. See the attach supplement at the end of this narrative for Energy Star Certified Home Version 3 Program 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 units contract documents to allow for solar domestic hot water to be provided at the owners expense. (h) Integrated way-finding measures beyond the minimum requirement will not be provided and therefore no points will be earned under this criteria. (j) Enhanced covered bus stop is not to be provided, so no points will be earned for this criteria. (k) Streetscape improvements:6 PUD pts being claimed. See rationale below. 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 UDO landscaping point system 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 neraon nlace IiI•a VIL. l' stj ainahili}v 1 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 An additional 27 mixed trees 16 mixed shrubs and 44 perennials shown in the ph 406-tweO-5007 central park area to create a visual buffer between units and to enhance the visual appeal to the area. An additional 33 perennials at the North entrance to create more seasonal color as residents enter the project. An extra 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 is exceeding the minimum city standard by not only being provided along Cattail and Blackbird (city standard), but by also being prcvided through the center of the development alorg the pedestrian path (PUD additional lighting). The additional lighting will be energy efficient LEDs. See light fixture cut sheets and lighting calculations provided in Appendix Q for more information. Crosswalks that are not required by the city standard and are being provided to address PUD points are:the crosswalk provided at the development entry point on Cattail, the crosswalk on Blackbird and the crosswalk at the west end of"Street B". Refer to the Site Plan A 1.1 in Appendix J. for crosswalk locations. The crosswalks will be concrete and scored according to the details on sheet A 1.2 in Appendix J. Note that the details on A 1.2 indicate asphalt crosswalks, but will be revised to indicate concrete on the final site plan submittal. Additional Parking refer to the table below to see the total number of 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 Parking Spaces Total Additional Spaces Required Provided Claimed For PUD Points 160 200 unit parking 40 31 on street 31 x: 13 at open s ace 13 160 Total Spaces 244 Total Spaces 84 Total Bonus Spaces (8) This development integrates into the existing circulation of the neighborhood in the following. 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 cf the development helping to facilitate expansion of the overall neighborhood. b. (1) The net residential density for the development is approximately 12 units per acre which is consistent with the development densities set forth in the design guidelines. Minimum density for R-3 developments is 5 dwellings per acre. (2) The project does provide private front, side and rear yards for each unit. The minimum front yard area is 700 SF and minimum rear yard area is 620 SF.This exceeds the minimum city standard of :50 SF for private space. (3) The project does provide additional public open space, approximately 12,000 SF 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 and a ;. • trail system connected to the park and trail system to the south of the development. (4) Not applicable-The development does not propose a residential density bonus. I n e r s n n m a c e e s{ v 1 P S u s}a l n a v :r A- XPITECTS (5) The overall project is designed to enhance the natural environment, conserve energy and x' - provide efficient public services. Using landscaping species typical to the area and providing additional landscaping beyond minimum city standards, the project enhances G exc+tav the natural environment. It conserves energy as described in the previous section (g) above. By providing additional walkways, crosswalks and pedestrian lighting the i �z ? development helps to create more efficient access to adjacent public transportation - — service routes and parks. w❑ax�aac��g❑aQc _; (6) Not applicable-The development does not propose a residential density bonus. (7) Not applicable-The development does not propose limited commercial development. (8) The development does recognize and attempt 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 breaking the units into pairs and staggering the units this development aims to enhance the character of the surrounding area by breaking up the monotonous "barrack style" of buildings surrounding the project. The proposed building finish 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. c. Commercial-Not applicable-There is no commercial component to this development. d. Industrial-Not applicable-There is no industrial component to this development. e. Mixed Use-Not applicable-There is no mixed use component to this development. 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. .z i nersnn II mace esfv�e I su ainabi1i}v y h:. . . r - o • • y A 0 as [� Proposed Development Schedule 14�;�ai�cxr�om3r �1pQQ�4opo o4e O o 0 6p o 9 W W 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 1-1 1 and lots 46-50. Upon completion of the units along Cattail Street (lots 1-1 1), 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. �j - I person place li Iifestvle I sustaina6iIity • ti • • 16 X—bay iss PC Cattail Properties Item 3: Viewsheds o- 1 I • 'Or.? , 4 PUD STREET 9 I 1M I PARK F 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. person i place Iifestvle sustaina6iIity 0 -t a o Fl-7 �rt�,u=ra,�:.il ctJr2'9 iiFi'W " L�af��oo nor,e©•,00o Oneocap -!Y�: ,._.—•-��._ � � __ ._ �.1SSr. �.. _ -2 �� �.i::a r�i.[� _ _'ice 11 7 >n l of • i. South East Site View iN t 2. South West Site View Person place I f e s t v I e i sustaina6i1ity ay. ass ARCHITECTS iss architects, p.c. r n.6x 1134 j hol Fmnn.m1 59771 1134 p6:406 586-50p/ (x�406.585 8337 6.y1i....<6�Ie<1..<am � t y. lip SECTION A Typical Section (31'Back to Bads) I 30' 60' 3, 5, 4.5 8.6 5.6 1 5.6 8.5' S, Sidewalk Terrace 2 2'Tj Terrace Sidewalk e: INTEGRAL CURB AND GUTTER PLANT MIX ASPHALT SURFACING 4"1 THICK SIDEWALK 3"MIN DEPTH @ 93%MD ON 4"OF CRUSHED COMPACTED SUB-GRADE SUB-BASE COURSE GRAVEL MINIMUM OF 12"DEPTH CRUSHED GRAVEL BASE COURSE @ 95%MDD WITH 600X 6"MIN DEPTH @ 95%MDD GEOTEXTILE FABRIC OR APPROVED EQUAL SECTION B Typical Section (31'Back to Back w/Curbwalk) 21' 42' 21' 0.5 S 5.6 31' S.S 5. Sidewalk 7 2' " Sidewalk 2%— uA 3%— — 2% mm ")r INTEGRAL DROP CURB AND GUTTER W13"LIP PLANT MIX ASPHALT SURFACING 6"THICK SIDEWALK COMPACTED SUB-GRADE SUB-BASE COURSE 3"MIN DEPTH @ 93%MD ON 4"OF CRUSHED MINIMUM OF 12"DEPTH GRAVEL @ 95%MDD WITH 600X CRUSHED GRAVEL BASE COURSE GEOTEXTILE FABRIC OR 6"MIN DEPTH @ 95%MDD APPROVED EQUAL SECTION C Typical Section (21'WIDE ALLEY) 0.6 0;5 10.5 22 10.5' 1, _3% I'SHOULDER 4"1`c:-i;-a"'�i�=�-t�f.� t�_�1', Tj.�t�-e='':��•'7� -:�-r ram:r'�'"-'+":- PLANT MIX ASPHALT SURFACING COMPACTED SUB-GRADE=� LSUB-BASE COURSE 3"MIN DEPTH @ 93%MD MINIMUM OF 12"DEPTH CRUSHED GRAVEL BASE COURSE @ 95%MDD WITH 600X 6"MIN DEPTH @ 95%MDD GEOTEXTILE FABRIC OR APPROVED EQUAL N E S I S CATTAIL PROPERTIES ENGINEERING.INC am TYPICAL SECTIONS CLIENT: NOTE: FIELD WORK DATE 10/2014 PLOTTED DATE: Oct/31/2014 - 07:53:47 om FINAL SECTION DESIGN TO BE COMPLETED DRAWN BY: JRM DRAWING NAME:SCALE:NTS N, PRIOR TO CONSTRUCTION \1°97\0o1\AW\ewuwTrtom-Cro -tea d" CHECKED BY:CMW PROJ :1097.001 1 SHEET OF PLomD ar:,>ere � . • • s ENGINEERING _ \ti E S IllI i7VS CONSULTING PLANNING • NGINEERING, INC DESIGN 204 N.11q Ave. BOZEMAN,MT 59715 406-581-3319 W W.g-e4.net 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. W\1097\001\1DOGS\PUD Submittal\E-narrative.doc • PJ 204 N. 11'"Ave.,Bozeman,MT 59715 (406)581-3319 www.ci-a-i.net ® Page 1 of 1 Custom Soil Resource Report g Map—Dwellings Without Basements 'a "a • 493700 493730 493760 493790 4938M 493850 493880 493910 450 42 31'N § S2 45°4Y 31'N 7i Ti • f w x: n 1V„ay. 10p1 5.,� � .. .iM:rk. ` '"~'+M.''�iv�'eqY .. �k�w5•3j �t�!x 4, / � pM 45°42'21'N 45"42 21'N 493700 493730 493760 493790 493820 493850 493880 493910 • 3 Map Stele:1:1,520 if prmbed on A portrait(8.5"x 11')sheet N Mehas n0 20 40 80 120 IV 0 50 100 200 300 Map projection:Web Mercator Caner madhabes:WGS84 Edge tics:UTM Zane 12N WGS84 7 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(AOI) Background The soil surveys that comprise your A01 were mapped at 1:24,000. Area of Interest(AOI) . Aerial Photography Solis Warning:Soil Map may not be valid at this scale. Soil Rating Polygons Q Very limited Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line Q Somewhat limited placement.The maps do not show the small areas of contrasting 0 Not limited soils that could have been shown at a more detailed scale. Q Not rated or not available Please rely on the bar scale on each map sheet for map Soil Rating Lines measurements. ~ Very limited w,s Somewhat limited Source of Map: Natural Resources Conservation Service Web Soil Survey URL: hftp://websoilsurvey.nres.usda.gov s„s Not limited Coordinate System: Web Mercator(EPSG:3857) r OF Not rated or not available Maps from the Web Soil Survey are based on the Web Mercator Soil Rating Points projection,which preserves direction and shape but distorts ® Very limited distance and area.A projection that preserves area,such as the ® Somewhat limited Albers equal-area conic projection,should be used if more accurate calculations of distance or area are required. ® Not limited ® Not rated or not available This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. Water Features r-1 Streams and Canals Soil Survey Area: Gallatin County Area,Montana Transportation Survey Area Data: Version 18,Sep 3,2014 . +_" Rails Soil map units are labeled(as space allows)for map scales 1:50,000 ICI Interstate Highways or larger. seas US Routes Date(s)aerial images were photographed: Jul 28,2011—Aug 19, a Major Roads 2011 Local Roads The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting of Fnep unit boundsFies may be evident. Custom Soil Resource Report Tables—Dwellings Without Basements Dwellings Without Basements—Summary by Map Unit—Gallatin County Area,Montana(MT622) Map unit symbol Map unit name Rating Component Rating reasons Acres in AOI Percent of AOI name(percent) (numeric values) 509E Enbar loam,0 to 4 Very limited Enbar(85%) Flooding(1.00) 7.5 77.6% percent slopes a Nythar(10/a) Flooding(1.00) Depth to saturated zone (1.00) Shrink-swell (0.50) 510B Meadowcreek Not limited Meadowcreek 2.2 22.4% loam,0 to 4 (85%) percent slopes Totals for Area of Interest 9.7 100.0% Dwellings Without Basements—Summary by Rating Value Rating Acres in AOI Percent of AOI Very limited 7.51 77.6% Not limited 2.2 22.4% • Totals for Area of Interest 9.7 i 100.0% Rating Options—Dwellings Without Basements Aggregation Method: Dominant Condition Component Percent Cutoff.- None Specified Tie-break Rule: Higher Lawns, Landscaping, and Golf Fairways This interpretation rates soils for their use in establishing and maintaining turffor lawns and golf fairways and ornamental trees and shrubs for residential or commercial landscaping. Lawns and landscaping require soils on which turf and ornamental trees and shrubs can be established and maintained. Golf fairways are subject to heavy foot traffic and some light vehicular traffic. Cutting or filling may be required. The ratings are based on the use of soil material at the site, which may have been altered by some land smoothing. Irrigation may or may not be needed and is not a criterion in rating.The ratings are based on the soil properties that affect plant growth and trafficability after vegetation is established.The properties that affect plant growth are reaction; depth to a water table; ponding; depth to bedrock or a cemented pan; • the available water capacity in the upper 40 inches; the content of salts, sodium, or calcium carbonate; and sulfidic materials. The properties that affect trafficability are flooding, depth to a water table, ponding, slope, stoniness, and the amount of sand, 9 Custom Soil Resource Report clay, or organic matter in the surface layer.The suitability of the soil for traps, tees, roughs, and greens is not considered in the ratings. Not considered in the ratings, but important in evaluating a site, are the location and accessibility of the area,the size and shape of the area and its scenic quality, vegetation, access to water, potential water impoundment sites, and access to public sewer lines. Soils that are subject to flooding are limited by the duration and intensity of flooding and the season when flooding occurs. In planning for lawns, landscaping, or golf fairways,onsite assessment of the height,duration,intensity,and frequency of flooding is essential. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited" indicates that the soil has features that are very favorable for the specified use. Good performance and very low maintenance can be expected. "Somewhat limited" indicates that the soil has features that are moderately favorable for the specified use. The limitations can be overcome or minimized by special planning, design,or installation.Fair performance and moderate maintenance can be expected. "Very limited"indicates that the soil has one or more features that are unfavorable for the specified use. The limitations generally cannot be overcome without major soil reclamation, special design, or expensive installation procedures. Poor performance and high maintenance can be expected. Numerical ratings indicate the severity of individual limitations.The ratings are shown • as decimal fractions ranging from 0.01 to 1.06.They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00)and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen. An aggregated rating class is shown for each map unit.The components listed for each map unit are only those that have the same rating class as listed for the map unit. The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit.The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these interpretations and to confirm the identity of the soil on a given site. 10 Custom Soil Resource Report • N Map—Lawns, Landscaping, and Golf Fairways "a a 493700 493730 493760 493790 493820 493850 493860 493910 45°4Y 31"N ST A $ 45°4T 31'N l.al fir "' it r J VYM./ 1 d5 4. A u, i y � 9 N 45°42'21"N 45°4Z 21"N 493700 493730 493760 493790 493820 493850 493880 493910 3 Map Scale:1:1,520 if prirAed on A portrait(8.5"x 11')sheet o -Metes N 0 20 40 80 120 IV 0 50 100 200 300 di Map projem:Web Mercator Caner cmdrohes:WGS84 Edge tics:UTM Zone 12N WGS84 11 • Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(Aol) Background The soil surveys that comprise your AOI were mapped at 1:24,000. ED Area of Interest(AOI) Aerial Photography Soils Warning:Soil Map may not be valid at this scale. Soil Rating Polygons Q Very limited Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line 0 Somewhat limited placement.The maps do not show the small areas of contrasting ED Not limited soils that could have been shown at a more detailed scale. 0 Not rated or not available Soil Rating Lines Please rely on the bar scale on each map sheet for map measurements. ~ Very limited :0s'o Somewhat limited Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoiisurvey.nres.usda.gov ry Not limited Coordinate System: Web Mercator(EPSG:3857) r Not rated or not available Maps from the Web Soil Survey are based on the Web Mercator Soil Rating Points projection,which preserves direction and shape but distorts ® Very limited distance and area.A projection that preserves area,such as the ® Somewhat limited Albers equal-area conic projection,should be used if more accurate calculations of distance or area are required. ® Not limited ® Not rated or not available This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. Water Features Streams and Canals Soil Survey Area: Gallatin County Area,Montana Transportation Survey Area Data: Version 18,Sep 3,2014 �H Rails Soil map units are labeled(as space allows)for map scales 1:50,000 ti Interstate Highways or larger. A/ US Routes Date(s)aerial images were photographed: Jul 28,2011—Aug 19, ti;71:10 Major Roads 2011 Local Roads The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting 12 Custom Soil Resource Report • Tables—Lawns, Landscaping, and Golf Fairways Lawns,Landscaping,and Golf Fairways—Summary by Map Unit—Gallatin County Area,Montana(MT622) Map unit symbol Map unit name Rating Component Rating reasons Acres in AOI Percent of AOI name(percent) (numericvalues) 509E Enbar loam,0 to 4 Somewhat limited Enbar(85%) Dusty(0.04) 7.5 77.6% percent slopes Straw(5%) Dusty(0.08) 510B Meadowcreek Somewhat limited Meadowcreek Dusty(0.14) 2.2 22.4% loam,0 to 4 (85%) percent slopes Blossberg(10%) Depth to saturated zone (0.75) Dusty(0.10) Beaverton(5%) Droughty(0.80) Dusty(0.04) Totals for Area of Interest 9. 1100.0% Lawns,Landscaping,and Golf Fairways—Summary by Rating Value Rating Acres in AOI Percent of AOI Somewhat limited 9.7 100.0% Totals for Area of Interest 9.7 100.0% • Rating Options—Lawns, Landscaping, and Golf Fairways Aggregation Method. Dominant Condition Component Percent Cutoff. None Specified Tie-break Rule: Higher • 13 Custom Soil Resource Report • 3 Map—Depth to Water Table 493700 493M 4937M 493790 493820 493850 493M 493910M • 45°4P 31"N I 1-4 45"4Y 31'N 17S e 77 JN All Fr • f M ti u 17S ` 0 0 yak yak 17S 17i 45°4Y 2rN 45'4722'N 493700 493730 49r60 493790 493820 493850 493880 493910 • 3 3 v Map Scale:1:1,410 if prinked an A portiat(8.9'x 11'j sheet v Meters N 0 20 40 80 120 A r 0 50 100 200 300 Map prujemon:Web Meroabx Corner coordinates:WGW Edge tics:UTM Zane 12N WG584 29 y• � • Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(AOI) p Not rated or not available The soil surveys that comprise your AOI were mapped at 1:24,000. ❑ Area of Interest(AOI) Water Features Solis Streams and Canals Warning:Soil Map may not be valid at this scale. Soil Rating Polygons Transportation 0 0-25 Enlargement of maps beyond the scale of mapping can cause Rails misunderstanding of the detail of mapping and accuracy of soil line 0 25-50 �y Interstate Highways placement.The maps do not show the small areas of contrasting 0 50-10o US Routes soils that could have been shown at a more detailed scale. AI 0 100-150 y.a Major Roads Please rely on the bar scale on each map sheet for map 0 150-200 Local Roads measurements. >200 Background Source of Map: Natural Resources Conservation Service 0 Not rated or not available ® Aerial Photography Web Soil Survey URL: hftp://websoilsurvey.nres.usda.gov Soil Rating Lines Coordinate System: Web Mercator(EPSG:3857) rV 0-25 Maps from the Web Soil Survey are based on the Web Mercator 25-50 projection,which preserves direction and shape but distorts .s� 50-100 distance and area.A projection that preserves area,such as the Albers equal-area conic projection,should be used if more accurate �v 100-150 calculations of distance or area are required. 150-200 This product is generated from the USDA-NRCS certified data as of ry >200 the version date(s)listed below. s / Not rated or not available Soil Rating Points Soil Survey Area: Gallatin County Area,Montana Survey Area Data: Version 17,Dec 10,2013 • ® 0-25 ® 25-50 Soil map units are labeled(as space allows)for map scales 1:50,000 ® 50-100 or larger. E3 100-150 Date(s)aerial images were photographed: Jul 28,2011—Aug 19, 150-200 2011 ® >200 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting of fnep unit boundspies rney be evident. 30 Custom Soil Resource Report • Table—Depth to Water Table Depth to Water Table—Summary by Map Unit=Gallatin County Area,Montana(MT622) Map unit symbol Map unit name Rating(centimeters) Acres in AOI Percent of AOI 509B Enbar loam,0 to 4 84 4.9 77.1% percent slopes 510B Meadowcreek loam,0 to 84 1.4 22.9% 4 percent slopes Totals for Area of Interest 6.3 100.0% • 31 Custom Soil Resource Report RatingOptions—Depth to Water Table Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff. None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No Beginning Month: January Ending Month: December 32 10/152014 M a's Ground-Water Information Center(GWIC)I Site I V.11.2014 MONTANA WELL LOG REPORT Other Options This well log reports the activities of a licensed Montana well driller, serves as the Go to GWIC website official record of work done within the borehole and casing, and describes the amount Plot this site on a topographic map Of water encountered.This report is compiled electronically from the contents of the around Water Information Center(GWIC)database for this site.Acquiring water rights is the well owner's responsibility and is NOT accomplished bythe filing of this report. Site Name:ARMKENCHT STEVE Section 7:Well Test Data GWIC Id:243484 DNRC Water Right:C30043137 Total Depth:60 Static Water Level: 14 Section 1:Well Owner(s) Water Temperature: 1)ARMKENCHT,STEVE(MAIL) P.O.BOX 11537 Air Test BOZEMAN MT 59719[05/12/2008] 2)ARMKENCHT,STEVE(WELL) 34 gpm with drill stem set at 50 feet for 0_5 hours. 2811 BLACKBIRD DRIVE Time of recovery 0_5 hours. BOZEMAN MT 59718 [05/12/2008] Recovery water level 14 feet. Pumping water level—feet. Section 2:Location Township Range Section Quarter Sections 01 S 05E 35 SW%NW% `During the well test the discharge rate shall be as uniform as County Geocode possible. This rate may or may not be the sustainable yield of GALLATIN the well. Sustainable yield does not include the reservoir of the Latitude Longitude Geomethod Datum well casing. 45.7083 111.0792 NAV-GPS WGS84 Ground Surface Altitude Method Datum Date Section 8:Remarks ddition Block Lot Section 9:Well Log Geologic Source Unassigned Section 3:Proposed Use of Water From To IDescription . IRRIGATION(1) 0 7 BROWN STICK CLAY 7 19 BLACK SAND AND SMALL GRAVELS Section 4:Type of Work 19 43 CLAY BOUND GRAVELS Drilling Method: ROTARY 43 48 GRAVELS AND SAND Status: NEW WELL 481 57 BROWN CLAY AND GRAVELS Section 5:Well Completion Date 57 60 CEMENTED GRAVELS Date w ell completed:Monday, May 12,2008 Section 6:Well Construction Details Borehole dimensions From To Diameter 01 6 Casing Wall Pressure From To Diameter Thickness Rating Joint Type A53B 1.5 58.56 0.25 WELDED STEEL Driller Certification There are no completion records assigned to this well. All work performed and reported in this well log is in Annular Space (Seal/Grout/Packer) compliance with the Montana well construction standards. Cont. This report is true to the best of my knowledge. :rom To Description Fed? Name:CURT SAMPSON 0 20 BENTONfTE Y Com pany:BRIDGER DRILLING INC License No:WWC-560 Date Com pleted:5/12/2008 http://mbmg g W c rTtech.edu/sq lserwrM 1/reports/SiteSummary.asp?gv icid=243484&agency=mbmg&req by=M& 12 10/15/2014 ft&wdands Ground-Water Information Center(GIIVIC)I Site Is rt I V.11.2014 MONTANA W ELL OG REPORT Other Options This well log reports the activities of a licensed Montana well driller, Go to GWIC website serves as the official record of work done within the borehole and casing, Plot this site on a topographic man and describes the amount of water encountered.This report is compiled View scanned well log (2/1 3/2007 1 0.44:51 AM) flectronicallyfrom 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 bythe filing of this report. Site Name:ROSA ENTERPRISE Section 7:Well Test Data GWIC Id:220474 Total Depth: 113 Section 1:Well Owner(s) Static Water Level: 18 1)ROSA ENTERPRISE(MAIL) Water Temperature: PO BOX11113 BOZEMAN MT 59719 [06/23/2005] Air Test" Section 2:Location 24 gpm with drill stem set at 100 feet for 2 hours. Township Range Section Quarter Sections Time of recovery 0.75 hours. 01S 05E 35 SW'/.NW1/< Recovery water level 18 feet. County Geocode Pumping water level_feet. GA LLATIN Latitude Longitude Geomethod Datum 45.7083 111.0803 NAV-GPS WGS84 During the well test the discharge rate shall be as uniform as Ground Surface Altitude Method Datum Date possible. This rate mayor may not be the sustainable yield of the well. Sustainable yield does not include the reservoir of the Addition Block Lot well casing. Section 8:Remarks ection 3:Proposed Use of Water �RIGATION(1) Section 9:Well Log Geologic Source Section 4:Type of Work Unassigned Drilling Method: ROTARY From To Description Status: NEW WELL 0 2 TOPSOIL 2 8 RED SANDY CLAY Section 5:Well Completion Date 8 13 SANDY GRAVEL Date well completed:Thursday, June 23, 2005 131 50 SANDY BROWN CLAY Section 6:Well Construction Details 50 62 CLAYBOUND GRAVEL Borehole dimensions 62 73 SANDY BROWN CLAY From To IDIameter 73 82 CLAYBOUND GRAVEL 0 113 6 82 108 SANDY BROWN CLAY AND SMALL GRAVEL Casing STRINGERS Wall Pressure 108 113 SMALL GRAVELS From To D��dThicknessjRating Joint Type -1.5 110 6 0.250 WELDED STEEL Completion(Perf/Screen) #of Size of From To Diameter Openings Openings Description 110 113 6 OPEN BOTTOM Annular Space (Seal/Grout/Packer) Driller Certification Cont. All work performed and reported in this well log is in ig o Description Fed? compliance with the Montana well construction standards. BENTONITE Y This report is true to the best of my knowledge. Nam e: Company:BRIDGER DRILLING INC License No:WWC-560 http://n"gv ic.ngech.edulsq lserwrM 1/reports/SiteSunvmry.asp?gv icid=220474&ag ency=mbmg&req by=M& 1/2 10/152014 Mdotangs Ground-Water Information Center(GWIC)I Site rt I V.11.2014 MW is MONTANA WELL LOG REPORT Other Options This well log reports the activities of a licensed Montana well driller, Go to GWIC website ,serves as the official record of work done within the borehole and casing, Plot this site on a topographic map 9nd describes the amount of water encountered.This report is compiled View scanned well log (2/13/2007 11:20:55 AM) alectronically 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. Site Name:HARVEY ARTHUR R Section 7:Well Test Data GWIC Id:91891 DNRC Water Right:E099364 Total Depth:84 Static Water Level: 5 Section 1:Well Owner(s) Water Temperature: 1)HARVEY,ARTHUR R. (MAIL) RT 1 BOX 25 Pump Test BOZEMAN MT 59715 [09/07/1972] Depth pump set for test_feet. Section 2:Location 20 gpm pump rate with_feet of drawdown after 2 hours of Township Range Section Quarter Sections pumping. 01S 05E 35 NW'/.NWY.SWY. Time of recovery_hours. County Geocode Recovery water level_feet. GALLATIN Pumping water level 35 feet. Latitude Longitude Geomethod Datum 45.706537 111.081517 TRS-SEC NAD83 Ground Surface Altitude Method Datum Date *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 Addition Block Lot well casing. 4 Wection 3:Proposed Use of Water Section 8:Remarks DOMESTIC(1) Section 9:Well Log Section 4:Type of Work Geologic Source Drilling Method: CABLE Unassigned Status: NEW WELL From To Description 0 10 SOILS&CLAYS Section 5:Well Completion Date 10 45 CLAYBOUND SAND&GRAVELS WET Date well completed:Thursday, September 07, 1972 45 48 CLEANER SAND&GRAVELS Section 6:Well Construction Details 481 64SANDY CLAY 64 82 SOFT SANDSTONE WATER Borehole dimensions From To Diameter 82 84 CLAYBOUND GRAVELS WATER 01841 6 Casing Wall Pressure From To I Diameter Thickness Rating HJointiType 0 83.5 6 STEEL Completion (Perf/Screen) #of Size of From To Diameter Openings Openings Description 45 48 6 1/2X3 65 81 6 1/2X3 Driller Certification -4nnular Space (Seal/Grout/Packer) All work performed and reported in this well log is in compliance with the Montana well construction standards. There are no annular space records assigned to this well. This report is true to the best of my knowledge. Nam e: Company:VAN DYKEN DRILLING INC ht4:)://n"g W c.m[ech.edLdsq lser\erM 1/reports/SiteSuffrmry.asp?g\Ni ci d=91891&agency=n-bmg&req by=M& 12 ' • �- i r f ENGINEERING � �p ESIS CONSULTING jt��j,{I PLANNING • NGINEERING, INC q DESIGN 204 N.11 Ave. • BOZEMAN,MT 59715 • 406-581-3319 • W W.g-e-Lnet 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,81h 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 81h 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 ® 204 N. 11'h Ave.,Bozeman,MT 59715 (406)581-3319 wwwq-a-i.net Page 1 of 2 NGINEERING,INC • 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\DOGS\PUD Submittal\working folder\F-traffic-generation.doc • Q, 204 N. 11th Ave.,Bozeman, MT 59715 Cell:(406)581-3319 www.g-a-i.net Page 2 of 2 THIS TURNING TEMPLATE SHQdIWHE TURNING PATHS OF THE AASHTO DESHICLES. THE PATHS SHOWN ARE FOR THEWf FRONT OVERHANG AND THE OUTSIDE REAR WHEEL THE LEFT FRONT WHEEL FOLLOWS THE CIRCULAR CURVE. HOWEVER, ITS PATH IS NOT SHOWN. LOT 6 BLOCK i? O4ti✓1V 9> PARK E "_ ALLEy_AP H P CATTAIL CREEK SUB \ PER BDETAh \A 7M 1-1 allf\ TCH 44 SECT] TO \ SIDEWALK \\ \;; \ \\ STIN / / \ RAMP \ \U \\ i S T LI 1P5 Minimum turning path for WB-40 � INSTALL PED design vehicle / I TALL STOP SIG, STREET MARKER N ° \ I I I+ Note: All intersections can be navigated by _ % \ N ' / \ INST 8 STALL P NO LO the WB-40 Turning template. This — f \ + + includes typcial emergency response �� �\ '9 P\� INSTAL`�SfALLPARKINGCOT G f vehicles. • m ' II I; >_I II I INST CAP PROPOSEDS JF I • ._ _PAR CONCRETE SIDEWALK J U I I I Q I O / � � aN i II oI II INSTALL APPR CH PER COB I I III Of R I; ETIAF F WITH L NO. A CURB I F m � � U I I I Q II m II - ` I I 80A 7� T � I w INSTALL PED RAMPS PUD STREET SECTION B f QT 1i I I >-Zp H & F ��I Jtu Q I I 1 LA 16 VALLEY i GUTTER � I i EKTEND LINE D DRIVE TO I Q I I I PROPERTY TY LINE GRAPHIC SCALE ` O 30 1 30 --. .... 'a �� INSTALL PEDESTRIAN RAMP,nP INSTALL DEAD END RR ES PER loa6 .b R "'�. K r EXIsnNG GRAVEL TRAIL I COB DETAIL 11'X1T:1�6011 / DEAD END BARRICADES PER 1`- VERIFY SCALE REVISIONS THESE PRINTS MAY BE NO. DESCRIPTION DATE BY DRANR4 BY:JRM PROJE�00 BER REDUCED.LINE BELOW CATTAIL PROPERTIES MEASURES ONE INCH ON CHKV.BY:Clow PUD PRELIMINARY PLAN SUBMITTAL SHEET NUMBER N E S T zoa N.11fT 597 CMW BOZEMAN MT ORIGINAL DRAWING. 1 lr� 1 APPR.BY: 1------I � Bozeman,MT 59%15 DATE:10I2014 DRAINING NUMBER Phone:(406)5813319 NOI„FY SCALE ACCORDINGLY NGINEERING, INC �""� By REVIEW TRAFFIC-TURNING TEMPLATES T-1 H:\109T001%CAD\SHEETS\T-1-Trafflc.dw0 Plotted by chda wasia on Nov/SM14 4ru HB � D aNew Standard Commitment ccPww+1?O isle Erausclallo,uo.:m. DATE: Q%11 N FERGUSON AVE 'm cl N o z N - s 0 I, r ?� X DAWSLANE 3 _FEN WAY �N N D 9 406 ' IPA co m D Z r NORTH 27TH AVE W p THOMAS DRIVE - D - O O m z v cmi> MAXAVE Fl m ao zK � D A / � tti• I ! � r� 1 _ old '14— r:O:�is ia�lR' '�►i }*�y.. �. a, �_ I * ..Mi.'"• , ff � NESIS CATTAIL PROPERTIES a ENGIN gERIN JNC LIENT: ®, CONST ROUTE MAP Nn C B.3 N FIELD WORK• DATE:09/2014 PLOTTED DATE: Aug 20 2014 - 09:22:10 am DRAWN BY: JRM SCALE:1'=300' DRAWING NAME: H:\1097\001\ACAD\E%HI BITS\B.3.Ewq CHECKED BY: PROJ :1097.001 I SHEET OF PLO=By..jommv movi NEIGHBORHOOD RECOGNITION ORDINANCE COMPLIANCE CERTIFICATE • On December 10, 2007 the Bozeman City Commission adopted the Neighborhood Recognition Ordinance as part of the Bozeman Municipal Code.This new ordinance contains the following requirement: Section 2.82.020, Responsibilities of Individuals or Entities Submitting an Application to the Department of Planning and Community Development. A. In order for the City Liaison to effectively perform their duties executing the intent and purpose of this chapter, as defined in 2.82.020,the following shall be performed: 1. As part of any application to the Department of Planning and Community Development,the applicant shall provide written notice via certified mail,e-mail,facsimile transmission,and/or personal delivery to the City Liaison if notification guidelines (BMC 18.76)require that notice be posted"on-site",published in the local newspaper or mailed first class. 2. Such notice shall contain a complete set of application materials as submitted to the Department of Planning and Community Development. B. Failure to provide proof of such mailing via certified mail, e-mail and/or facsimile transmission report to the most recent City Liaison address,e-mail address and/or fax number of record,or an affidavit attesting hand delivery,shall result in an incomplete application. I, V e R 2 , hereby certify that I have delivered via certified mail, e- mail, facsimile smis on or hand delivery written.notice and a complete set of application materials for the project known as CAA as en J?O kF of in compliance with Section 2.82.02 of the Bozeman Municipal Code. I further understand that failure to comply will result in this application being deemed incomplete and may result a delay in the review of this project. �b Signature Dad (Neighborhood Recognition Ordinance Compliance Certificate—Prepared 1/7/08) • NEIGHBORHOOD RECOGNITION ORDINANCE COMPLIANCE CERTIFICATE On December 10, 2007 the Bozeman City Commission adopted the Neighborhood Recognition Ordinance as part of the Bozeman Municipal Code.This new ordinance contains the following requirement: Section 2.82.020, Responsibilities of Individuals or Entities Submitting an Application to the Department of Planning and Community Development. A. In order for the City Liaison to effectively perform their duties executing the intent and purpose of this chapter, as defined in 2.82.020,the following shall be performed: 1. As part of any application to the Department of Planning and Community Development,the applicant shall provide written notice via certified mail,e-mail,facsimile transmission,and/or personal delivery to the City Liaison if notification guidelines (BMC 18.76)require that notice be posted"on-site",published in the local newspaper or mailed first class. 2. Such notice shall contain a complete set of application materials as submitted to the Department of Planning and Community Development. B. Failure to provide proof of such mailing via certified mail, e-mail and/or facsimile transmission report to the most recent City Liaison address,e-mail address and/or fax number of record,or an affidavit attesting hand delivery,shall result in an incomplete application. hereby certify that I have delivered via certified mail, e- mail, facsimile transmission or hand delivery written notice and a complete set of application materials for the project known as in compliance with Section 2.82.02 of the Bozeman Municipal Code. I further understand that failure to comply will result in this application being deemed incomplete and may result in a delay in the review of this project. • Signature Date (Neighborhood Recognition Ordinance Compliance Certificate—Prepared 1/7/08) • ` CERTIFICATE OF ADJOINING PROPERTY OWNERS LIST I, A , hereby certify that, to the best of my knowledge,.the atta ed name and address list of all adjoining property` owners ('(including all individual condominium owners)within 200 feet of the property located at LAF 3 �LO-f 7d C' ,,( (Age k S« ,6 7A�4 L is a true and accurate list from the last declared Gallatin County tax records. I further understand that an inaccurate list may delay review of the project. afore (Certificate ofAdjoin�Pro rty Owners List—Prepared 11/20/03;Revised 9/22/06) CERTIFICATE OF ADJOINING PROPERTY OWNERS LIST I, , hereby certify that, to the best of my knowledge, the attached name and address list of all adjoining property owners (including all individual condominium owners)within 200 feet of the property located at is a true and accurate list from the last declared Gallatin County tax records. I further understand that an inaccurate list may delay review of the project. Signature • (Certificate of Adjoining Property Owners List—Prepared 11/20/03;Revised 9/22/06) Propos • Adjoining Property Owners ❑�! Adjacent to proposal site and across watercourses, roads*, etc. F7 Within 200 feet of proposal site. Legal Description of Property Property Owner's Mailing Address of Property Owner Name from County Tax Records 1 S1/2,N1/2,NW1/4,SW1/4, SEC 35, T01S, R05E RONALD D. AAFEDT PO BOX 375, HARDIN, MT 59034-0375 2 PARK D,E & F PLAT J-369 CATTAIL CREEK SUB. PH PO BOX 11842, BOZEMAN, MT 59719 • 2A&2B. 3 Unit 2802, LOT 14, BLOCK 9, PLAT J-369- BLACKCAT EDMUND J. & MARY J. 2802 BLACKBIRD DR., BOZEMAN, MT 59718-8949 CONDO GREER 4 UNIT 2806, LOT 14, BLOCK 9, PLAT J-369 - BLACKCAT EDWARD M. & SANDRA J. 2806 BLACKBIRD DR., BOZEMAN, MT 59718-8949 CONDO THOMAS 5 CATKIN CONDOS STEVEN R. ARMKNECHT P.O. BOX 11537, BOZEMAN, MT 59719-1537 6 UNIT 1, LOT 6, BLOCK 17, PLAT J-369, CANYON JAMES W. & SANDRA B. 50 TELEMARK DR. MANKATO, MT 56001-4100 VILLAGE CONDO JESSEN 7 UNIT 2, LOT 6, BLOCK 17, PLAT J-369, CANYON ERIC W. BURDETTE 3010 BECK DRIVE, BOZEMAN, MT 59718-9731 • VILLAGE CONDO g UNIT 3, LOT 6, BLOCK 17, PLAT J-369, CANYON EMORY J. & TERESA M. 1732 ELK ST., STEVENS POINT, WI 54481-3540 VILLAGE CONDO JESSEE 9 UNIT 4, LOT 6 , BLOCK 17, PLAT J-369, CANYON M. GABRIELLE & 1623 CONCORD DR, CHARLOTTESVILLE, VA 22901-3117 VILLAGE CONDO ELIZABETH G. HALL 10 UNIT 5, LOT 6, BLOCK 17, PLAT J-369, CANYON BENNY J. & CYNTHIA D. 3500 WOLF RUN, FAIRBANKS,AK 99709-3664 VILLAGE CONDO SHILLING * If road is a state highway, also include Montana Department of Transportation in property owner list. Page 1 of 4 (If additional pages of this form are needed, download the file entitled "Adjoiner List'.) Propose• • Adjoining Property Owners ✓� Adjacent to proposal site and across watercourses, roads*, etc. ✓❑ Within 200 feet of proposal site. Legal Description of Property Property Owner's Mailing Address of Property Owner Name from County Tax Records 1 UNIT 6, LOT 6, BLOCK 17, PLAT J-369, CANYON BILL.A. & MARISSA M. 11755 HWY 18, HOT SPRINGS, SD 57747-7515 VILLAGE CONDO MILLER . 2 UNIT 7, LOT 6, BLOCK 17, PLAT J-369, CANYON EDWARD C. & EDWARD T. 4143 CATTAIL STREET, UNIT D, BOZEMAN, MT 59718 VILLAGE CONDO KOEHLER 3 UNIT 8, LOT 6, BLOCK 17, PLAT J-369, CANYON JOHN J. &JAYNEE R. 3143 CATTAIL STREET, UNIT C, BOZEMAN, MT VILLAGE CONDO HANSEN 59718-7187 4 UNIT 9, LOT 6, BLOCK 17, PLAT J-369, CANYON STEIN FAMILY TRUST 551 GROVE LANE, SANTA BARBARA, CA 93105 - VILLAGE CONDO 5 UNIT 10, LOT 6, BLOCK 17, PLAT J-369, CANYON JAMI A HOUSMAN 3143 CATTAIL, UNIT A, BOZEMAN, MT 59718-7187 VILLAGE CONDO 6 UNIT 11, LOT 6, BLOCK 17, PLAT J-369, CANYON GS II, LLC 519 WEST MENDENHALL ST, BOZEMAN, MT 59715-3450 VILLAGE CONDO 7 UNIT 12, LOT 6, BLOCK 17, PLAT J-369, CANYON NIEDENS BROADWATER, 214 SILVER CLOUD CIR., BOZEMAN, MT 59715-0631 • VILLAGE CONDO LLC g LOT 4, BLOCK 17, PLAT J-369 DUWANE SAND 398 BAYERS LANE, TWIN BRIDGES, MT 59754-9602 9 UNIT 1, EASTWIND CONDO KEN C. & KAREN L. 121 GRAF ST., BOZEMAN, MT 59715-6104 BARNHARDT 10 UNIT 2, EASTWIND CONDO TIMOTHY B. &ALLYSON K. PO BOX 835, CUTBANK, MT 59427-0835 HOOF If road is a state highway, also include Montana Department of Transportation in property owner list. Page 2 of 4 (If additional pages of this form are needed, download the file entitled "Adjoiner List'.) Proposa 0 0 • Adjoining Property Owners ❑✓ Adjacent to proposal site and across watercourses, roads*, etc. Q Within 200 feet of proposal site. Legal Description of Property Property Owner's Mailing Address of Property Owner Name from County Tax Records 1 UNIT 2714A, LOT 7, BLOCK 17, PLAT J-369, BRENT R. & CALLAN M. 2714 FEN WAY, APT A, BOZEMAN, MT 59718-7367 CORNERSTONE CONDO NAGY 2 UNIT 2714B, LOT 7, BLOCK 17, PLAT J-369, TENEEA HYAMS 26 NORTH PLUM CREST CIRCLE, SPRING, TX CORNERSTONE CONDO 77382-5723 3 UNIT 2714C, LOT 7, BLOCK 17, PLAT J-369, KATHRYN A. BUSHNELL 2714 FEN WAY, APT C, BOZEMAN, MT 59718-7367 CORNERSTONE CONDO 4 UNIT 2728A, LOT 7, BLOCK 17, PLAT J-369, CHRISTIAN GURLEY 2728 FEN WAY, APT A, BOZEMAN, MT 59718 CORNERSTONE CONDO 5 UNIT 27286, LOT 7, BLOCK 17, PLAT J-369, STEPHAN PATRICK YOUNG 2728 FEN WAY, UNIT B, BOZEMAN, MT 59718 CORNERSTONE CONDO 6 UNIT 2728C, LOT 7, BLOCK 17, PLAT J-369, ANNE WANGSGARD & 65 DRIFTER DR., BOZEMAN, MT 59718 CORNERSTONE CONDO CRAIG GAGNE 7 UNIT 2728D, LOT 7, BLOCK 17, PLAT J-369, SEAN F. & ELIZABETH A. 13 WITHERSPOON ST, WHITE HOUSE STATION, NJ, • CORNERSTONE CONDO SMITH 08889-3911 g UNIT 13, LOT 2, BLOCK 10, PLAT J-369, WHISPERING BRIAN KILBURN 2608 TYPHA CT., UNIT 13, BOZEMAN, MT 59718-7179 PINES CONDO 9 UNIT 14 & 15, LOT 2, BLOCK 10, PLAT J-369, GARRETT& EMILY 3209 LILY DR., BOZEMAN, MT 59718-6089 WHISPERING PINES CONDO KRUSHEFSKI 10 UNIT 16, LOT 2, BLOCK 10, PLAT J-369, WHISPERING FRAISER DANFORTH OPEL 2420 NW QUIMBY ST., APT 10, PORTLAND, OR PINES CONDO 97210-2661 If road is a state highway, also include Montana Department of Transportation in property owner list. Page 3 of 4 (If additional pages of this form are needed, download the file entitled "Adjoiner List".) Pro osa,� P r Adjoining Property Owners 0✓ Adjacent to proposal site and across watercourses, roads*, etc. F✓ Within 200 feet of proposal site. Legal Description of Property Property Owner's Mailing Address of Property Owner Name from County Tax Records 1 UNIT 17, LOT.2, BLOCK 10, PLAT J-369, WHISPERING JULIA B. ROBERTS 2642 TYPHA CT., UNIT 17, BOZEMAN, MT 59718-7180 PINES CONDO 2 UNIT 18, LOT 2, BLOCK 10, PLAT J-369, WHISPERING DANIEL G. & DAWN M. 638 MCCOY RD, BELT, MT 59412-8246 • PINES CONDO MILLER - 3 UNIT 19, LOT 2, BLOCK 10, PLAT J-369, WHISPERING ERICA N. &GWENETTE L. 2642 TYPHA CT., UNIT 19, BOZEMAN, MT 59718-7180 PINES CONDO PERRY 4 UNIT 20, LOT 2, BLOCK 10, PLAT J-369, WHISPERING JEFFREY D. & NANCY E. PO BOX 160003, BIG SKY, MT 59716-0003 PINES CONDO BINGMAN 5 UNIT 21, LOT 2, BLOCK 10, PLAT J-369, WHISPERING CHARLES JOHN TURNER PO BOX 11676, BOZEMAN, MT 59719-1676 PINES CONDO 6 UNIT 22, LOT 2, BLOCK 10, PLAT J-369, WHISPERING LAVERNE SORENSON 2694 TYPHA CT., UNIT 22, BOZEMAN, MT 59718-7181 PINES CONDO 7 UNIT 23, LOT 2, BLOCK 10, PLAT J-369, WHISPERING JACKIE A. KASTELITZ 2694 TYPHA CT., UNIT 23, BOZEMAN, MT 59718-7181 • PINES CONDO g UNIT 24, LOT 2, BLOCK 10, PLAT J-369, WHISPERING LINDA YADER CLARK PO BOX 524, BOZEMAN, MT 51771-0524 PINES CONDO TRUST 9 10 If road is a state highway, also include Montana Department of Transportation in property owner list. Page 4 of 4 (If additional pages of this form are needed, download the file entitled "Adjoiner List".) ' � . , 1 • , ., � 1 J Adbhl I III CATAMOUNTSF I, _ THE PRELIMINARY PLAT OF CATTAIL PROPERTIES AMON IT 4c TpON f \ OWNERS TRACTS OF LAND BEING LOTS 3 & 4, BLOCK 10, OF CATTAIL CREEK SUBDIVISION, PHASE 2A & 2B, PURPOSE v \ TAILOR PROPERTIES INC. TO CREATE 50 TOWNHOUSE LOTS 20101 SW BIRCH ST.STE let LOCATED IN THE SWJNWI, AND NWJSWJ, ALL IN SECTION 35, T1 S, R5E, P.M.M., NEWPORT BEACH,CA 92660-1749 GALLATIN COUNTY, CITY OF BOZEMAN, MONTANA 3 E�L_ < �. CERTIFICATE OF SURVEYOR - < 1.the undersigned.Thomm M.Hersh.o Phafda ona; LOTH Surveyor.do hertby certify Mot bebvan E j 20_and 2014•this eurvair roe ands under y direct auperviabn and iota map cvnactH represents said survey and bat R cadorru to Ne currtnt Wantons Subdivision and PlvlUnq Act.Section 76-3-101 through 78-3-825.Y.CA.and the Bozeman municipal Code. <-w PROJECT Of- E DATED thin say wD.,2014 E+� AREA ORVILT.11 w'AW ^`S VICINITY MAP V LOT s I✓1' P.O.B. Thomas M.Henaeh JIOD62L5 `\ \\ BLOCK 17 CERTIFICATE OF COMPLETION OF IMPROVEMENTS CERTIFICATE OF DEDICATION \\ \\ /�' \\ A '�'\In C M I a registered singprofessional engineer licensed to \ pretties In the Slats o/ ter 38 tithe ,-tool tie the de or the improvements,required b meal We,the undersigned Property orrler(a)do nereby certify mat We eousad to be mrveye0.mAdMaad. \�\ \�\ Cis \�\\ the rap F S is a tnaen st 0l the c rdma.Municipal Code or ee o conGlion(s)of approval ot and platted Into lots,porcma.blocks,roods,and alleys,and other dMsbna and dedkatlons.as ahem \ b this plat herwnlo Included.the IWerIn emvmed treat of Iw0.to nil: \\ \\ \ \\ \ (MANE OF SUB),hove been Inriailvd,n coMormaurs rim me approved plena and specificaliona,a y 9 \\ \\ q\ financially pcomrrasa and covered by the ImPmromema aprseuneot accompanryinq this plat TRACTS OF LAND BEING I=3&4.BLACK 10.OF CATTAIL CREEK SUBDIVISION.PHASES 2A&2B. \\ i�i� y \\\ \\\ yy, \\\ INSTALLED IMPROVEMENTS: VACATED IN THE SIV)M1')AND NWgSW].ALL IN SECTION 35,T75.R5E.P.M.M.,CITY OF BOZEMAN, i i'\ xx q\ GALtARN COUNTY.MONTAIU yi'/ i i� \ FINANCIALLY GUARANTEED IMPROVEMENTS: The tubdivid.hereby rarems against defects I.these \ea \\\ improvement,far a period f tro years from the date of acceptance by the Gry f Banner. Commencing at the YPC stamped 122315 1D&H ot the northeast c r el rob Lot 4,Block 10,of i j' \� \\\ \\\ The DdiviOer TimeeL poseessior ot a0 public infrastructure,mPrvvements to me Cily of Baxsmw and Caltad Creek Subdivision.Plroaea 7A&28,and being me Pant of BegiwInp;Thence south 3022'31• \ \\ \\\ the city hereby epte popamion ot all WMic Inlrostmaturs,mpmremeatn,wbjacl m the above cost a all tanco of 92.54';thence southerly 208.32'on a tangent curve concave to me vast.having \ \ \\ \\ \ + infested.arronry. a realise of 390.00'and central angle of 3036'20';thanes south O13'42'vast a distance of 11 \\ \ \\ \\ \ 258.88':tnence south 89.41'"'rest a distance ot•210.20';thence south 89'41'N'reel a LOT 6 \ \ \\ \\ \ distance,If 340.31';thence norm OI]'S2'Bert o distance of 783.89':thence.athwrieM 72.83'on BLOCK 17 (o' 10 \ \\\\ \�\\ DATED thi• day at_,AD..2014 a tangent curve concave to the north t.having a radius of 332.50'and a cenWl angle at 4�/ \\ \\\ 1733'OS':then north 58'17'41'sari a distance of 118.13':(hence north 59'37'41'sari a distance, '�% \\\�\ \\\\ PARK E of 328.32'to the true point of beginning. ��' K y 1 �'� g CATTAIL CREEK SUB JWES BRAIWRO,PRESIDENT.TAILOR PROPERTIES INC. Sad Tract contains mre 5.21 acres• o or les s s•and is subject to all semste of record ar IPpersnl `\ /� w,Otl /i%' B /• \ \\\PARK C \\\\\ w the 9-had. \ \\ J.�,ak4 \\ \\\\\ DATED this day of .AD..2014 The oboes dsvibed tract:of Iona are to be knore and designated ate me Cntiall Pre-dies Meter \ \ \� \\ Cou.tvMarfor. e the lands Inquded In all roans sham on \ ] \,o \ \\ \ cold atoI ate hereby granted and daetea to me City of Bozemw far me public use d ),ymmt. \ \\ /'�' i2 \ ��R pf\\1\ (Engineer) Urd- iff.ol fisted herein.the lands Inducted In a0.treats.ave -oUs^and parks or public \ � 6 \ �G uy psi \ aguores dedicated to the pubic ors accepted for public use.but the Gly aeeepb no responst ty fa \ maintaining the acme.The only agrees mat the City has no aMgalbn to maintan the lands Includes \ %/' 5 \ a 'iS y 1 In an streets avenue,slays,and porks or public eWrors hereby dvdboted to puNic use. /�� �0 a /./' '\ 13 \\ N ��1111 All CERTIFICATE OF EXCLUSION FROM MONTANA ' 3 AG /' 1 w it cis 11 1 DEPARTMENT OF ENVIRONMENTAL OUAUTY REVIEW 3 5D 1 $.It II 1 The CATTAIL PROPERTIES 1b)or SubdNuion,GaOaUn Cowdy Monism•b.01.the City a Bozeman• Dates this�oy of .2O4 /, I♦ 1 le 11 11 1 Yomono.o Rrst-clap naiPaib.orb within the planning ores o/Me Bozeman grorN paltry rhich 1 I II 11 1 ran adopted pursuant to MCA 78-1-801 el.deg.,and can be praviesd rim adequate simm rater a T 2 .g n u 1 dmiur9a and adequate mun'ipal facilities.Therefom.under the provisions /MG 76-4-125(2)(d). I 11 11 II I this subdirsion la excluded imm the requimment for Montana Oepadm.nt of EnWmmenral Duality ''W,.v,pt9'%.t•T t /� I 111 N I reels.. BY ' 7 I 15 1 1 11 11 1 BATED Nis ear o/ AD..2014 State of Marian ) SS ______---- my \ / \ /� a] AV t __ ------i- County of Gmoth ) \ �YR instrument vas oekurrledged befors me on thb_dey of \ / N I --1------ This1 11 nth R zou. \ '� '� 'B�-QGK,O r I n?� h Director of wbnc warys by \ / CjF I6 I I II N I Bozeman.S PARK 8-37 1] 1111 III 1 I 11 II I 1.Director of Public Work..City of Bozeman•Montour•do hereby certify that the accompanying plat I I 1 I R II I no.been cab axamt.co and hoe found the a to rom,to the far.approve it.and hereby Nome-typed,etwaN,a printed I I II 11 I accept the dedication to the City of Boorman for the public sae at any and all land,shorn the BUe(rod Rwk) I ( I 1s I I 11 11 I yat s being dedicated to such up. Residing 9l 1 1 11 11 1 My canmtaslarl expires 1 -1139 40 sI 42 43 44 45 I II 11 1 GATED tho oar of AD..2014 35 I I � 1 I II II I I +g 1 I II II I LOT 2 I 1 I II II I Director of Panic works BLOCK 70 pl I I '3 I I II if Boxemw.Noniana N r^ ' 1 u R I gm N ------------ --------'--�------1Ui g 11 _ 1 CERTIFICATE OF COUNTY TREASURER z 33 L Kf=rb Buchanan.Treasurer of Gallen,County.Mo,two.do hereby<rtibymmat the a ,rpa,ying m plot has bean dub marnined and that all real property toss and special a ent:cam mee and i I levied on the land to bang divided nave been Paid. I 1 ch {v 32 i I DATED this doy of AD..2014 1 I 30 29 28 27 28 24 23 22 21 20 1 I I a I of K'unbarly Buchamn. , u 11 I I Treasurer I �_w I .37'_ i_ __ ___ ____ ____ ___ �___; Gallatin Countyy.madam zov oiM LOTS 3.66 AC. A -- PARK 0.37 AL. N 8 41'44' N 89'41'44'E ROADS 1.18 AC. - AIL CREEK SLIR CERTIFICATE OF CLERK AND RECORDER 1,Cho lots,Mitt.Clerk and Records,of Gallatin County.MwbMe,na•do hereby certify that U foregoing i1..DUCE TO A RELATIVELY HIGH GROUND WATER TABLE WITHIN THE AREA OF THE SUBDIVISION.R IS NOT insWment rs RIW in hw afrc.at o'clock(a.m.or pm).this day RECOMMENDED THAT RESIDENTIAL DWELLINGS OR ODMMERCIAL STRUCTURES WITH FULL OR PARTIAL of .2014.and e�co seats in Book of Plate on Fg. Records BASEMEHI$BE CONSTRUCTED WITHOUT FIRST CONSULTING A PROFESSIONAL ENGINEER LICENSED IN THE ot the Clark and Recorder,Gallatin County.Marano. STATE OF MONTANA AND OUAUNED IN THE CERTIFICATION OF RESIDENTIAL AND COMMERCIAL CONSTRUCTION. S3,NI.NWJ,SWJ SEC 35. TIS.R5E Charlotte Mills Clerk arse Re Goblin County.y.M-- LEGEND 0 FOUND a'REBAR W/YPC(12251 S),EXCEPT AS NOTED ® FOUND f'REBAR W/RPC(12251 S),EXCEPT AS NOTED • SET YELLOW PtASOC CAP STAMPED-BSLC LS#10052- ----- ----- UTILITY EASEMENT -- COSTING GAS LINE GRAPHIC SCALE EXISTING UNDERGROUND ELECTRIC 50 Q 25 ED E gSnNG COMMUNICATION LINE (IN Peer) L 1rab-50 n VERIFY SCALE DRAWN BY:JRM PROJECT NUMBER _ REDUCED.pRIwr M YBEELOW BASLS OF BFr1RA1G ,: CATTAIL PROPERTIES SUBDIVISION SHEET97.001 ER cHKD.BY: R�NON BOZEMAN SEC 35,T1S,R5E,P.M.M. MT ORK.pMLOMYR.`C SOUTH LINE AT IL G E&4.BLOCK 10. T PHASE 7A g = APPR.BY: OF THE CATTAIL SHOWN SUBDIVISION DESCRIBED HERETO)-369) ANN OESIS h re 206 N.11IT Ave. r Bozeman,MIT 59715 DATE:70/2074 DRAWING NUMBER MODIFY SCALE ACCORDINGLY NGINEERING, INC wannlrg Phone.l4a6)5e1a3ts BOA REVIEW PRELIMINARY PLAT PAGE-1 KA10971001IACAOISHEETS%PREUMiNARY_PLAT.dwp Pbttedbydubwasbaonil/10/7D144. PM 0 oaA'elpStae�ard CmffTa+aat wPrarJfrocwEw EHGe(icEtgNp,hmcmH DATE THE PRELIMINARY PLAT OF CATTAIL PROPERTIES EXISTING TRACTS OF LAND BEING LOTS 3 & 4, BLOCK 10, OF CATTAIL CREEK SUBDIVISION, PHASE 2A & 28, \\ \\ % � �� \\ \\ CODER` LOCATED IN THE SWINWI, AND NW}SW}, ALL IN SECTION 35, T1 S, R5E, P.M.M., / 6y \ \\\ \\\ \ GALLATIN COUNTY, CITY OF BOZEMAN, MONTANA / - .�" \\ b. OWNERS PURPOSE _/ TAYLOR PROPERTIES INC. TO CREATE 50 TOWNHOUSE LOTS / / _ // i i e55 \ \\ NBIRCH EWPPORT BEACH.SCA 92660-1749 �/ /'• /i'/i! i.. z �\ \\\ \\ LOT 6 4 Q416F BLOCK 17 UTILITY EASENENrpV - /. $ 10 \ \\ \ PARK E CURVE TABLE / t A / 9 „ cep I 31w6F B� \� \\ \ CATTAIL CREEK SUB CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARING '�� S7� / / .;='" RK C \\ \ Cl 72.83' 332.50' 72.69' N65'S5'S8'E �/ 9 1�. C2 208.32 390.00' 205.86' N15'30'50"W /// /// � �' 8" 316D SF ��:� " `A C3 65.77' 352.50' C4 6.1 a' 11.50' 6.07' N15*04'14V7 \ \ --/ �/ '�(\ .�\S // / % i' ,B \ 0� \ \\ \\ \ C5 17.32' 71.50' 18.31' N23-255a1V \ / / i \, l�' i - 'a. 1 \ �' �1z \\ I \\ \ \ / / /_ e'/ _ % - - �-f/� 2 31508E \ C6 6.01' 390.00' 6.01' N2T03'52 W / ' cud 1 130.61' 281.00' 129.44' N13'04'37V/ \ \ - / / , /4� / n g d 6 ` =N� \\ \ CB 6.02' 303.00' 6.02' N26'O6'48'W \ \ // i / /- / ,�/ ,r+ �'°+ 31w SF uY \ - / / t s 6W \ \ \\ uT11i}Y ENr,nP C9 142.37' 303.00' 141.06' N13'13'18'1y / �/ / 94'� , ® 1 \ CIO 12.32' 303.00' 12.32' N00'S5'33'W \s \\ \\ Ctt 31.42' 303.00' 31.41' N5'03'42"W % _ / •"'1 3 13 \ \ C12 31.17' 303.00' 31.15' N10'S8'451Y �// i'i.-.:.-- i �\ //!y _ ' _ 3211W \ \ \\ \\ \ C13 30.87' 303.00' 30.8V N!6'5039'W / // / o /i i✓ 8 ' ¢ `1, - *_ _ \\ C74 30.58; 303.00' 30.56' N22'39'12"W ' // // y i 13twsF sae syA\ •� \�," N,- �3 C15 43.53' 390.00' 43.51' N23'25'32W ��' �'��%' / -/;•1i � �/ 1f .. \\ $d J' eTA+ 1`ii111 �`II C16 44.33' 390.00' 44.30' N16*58'19'W - S �•� �/ i+w sF �� ssa �\ / \" \, S0s C17 38.67' 390.00' 38.65' N I0'52'32'W - '�/ / / _ ` /•/,\(/\\ 14 I I 11 I I / / / d3 i" \ •P �" O `` 1'N STRIPALONG C78 43.99' 390.00' 43.96' N04'48'16'W =_� .. _ �i /.- // g d 2 '�' 4�$� a _ 393e sF C19 1 .33' 390.00' 1 .33' N00'04'021r - // / / .�Q 49 i +4•E I II LOTSP eLAGKenm DRIVE t'NO ACCESS SIRS ALONG C20 19.4T 390.00' 19.47' N28-56.11-W LOTS FACING CATTAL STREET //i// 9. 31SOW yM�\ YovsF IS ~ Ne+s BT I III II C21 54.89' 332.50' 54.83' NGT28'44"E ii �/ '" .• 31625 .•� ` 408® ^ O 15 I r1� IIII„I II A n^✓ ti. 4 �a `P fp Q. \ s �' I ,2 - 32696E I I I N a) I I m)w \ m \m \ �•" A 4m7v z x II I 46 16 II Q II \ �i s 3,326E I I II�A;o II I \ & // / mun I I II O< II I • `$.` s3ee se e '✓/ EASE n m NENr. P r e,ffi I I I SF I I I PARK 8 wffi 9� // PAQK68 I I II II I - ------- N88.48.09•E I' I L ----- 291 NW41'M•E ' 9r n I II I I 11 1 ®SY e,ffi I I 11 I I I 36 J 4 - -------186F II I I I I I I 38 P,q 39 -P`` 40 i 8 41 28 42 \43- _ 44 y_-^45" NW441`1�E - I II' II I S m gS 8 4 29525E E �``30345! 30305 n 30306E E 30305 'Bo--90345 0 zBmw EXISTING I E �.\_.� ; �S__1 I I E 1 I II I II IL� TRAI AREA SUMMARY LOT 2 I _ �w Y I II II I BLOCK 10 I im' I III II I N 4•ST 03•E D. iU=021T W LOTS IA8 AC. m I q �_, & .1 T 9A2 PARK 0.37 AC. r ` III II ROADS 1.10 AC. � � �•� `+� _- I 3509',i 38.00'� 3)AO' 3)Jl0'. 3,.b0' J,ffi I J,ar. 2SSY; I wffi �- N 89.41'44 E LEGEND33 I .$$---:._��... ;-t- - 1.99' :^ I I b ••�-•" - ••-T-N89_41 44 E _ -__ _,-_ '• r'"' II 0 FOUND Y REBAR W/YPC(12251 S).EXCEPT AS NOTED ® FOUND}'REHAR W/RPC(12251 S).EXCEPT AS NOTED i Nnlm EisEMrxr.TYP_i z� ; I II I a<i 35 401.OU N 89'41'44'E I ` • SET TF11DW PLASM CAP STAMPED-BSLC LS/10082• ' `y33 • I E -_a•., >•. ]SDO"� ___3$ ]SAO I 39.fKY• ffi JSffi; 3SOC SSAO', um': , $131 UTILITY EASEMENT -- DUSTING GAS UNE n_w - --- EXISTING UNDERGROUND ELECTRIC I �♦ / z z I -- DUSTING COMMUNICATION LINE �"„ `1 ' q I • q z692 R RADIUS LENGTH 32 B- - u.,! "� - + 24 8 8 \\``i 3wsF I I ' 8 H' 1 30 9 1 29 r 28 27 26 8 25 S 9 23 22 21 20 I i AL ARC LENGTH NBiM a60B•E I I ,'^ 3bMrF £ I 3NSSF 30L5S 3M9 Sf_i £ 3LN5 SF 3WS SF 30055 £ MISS 3M5 SF £ m+SS 4Am SF I l YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP 31 - NOTES: 1.THERE IS A V NO-ACCESS STRIP ALONG THE 0937 NORTH LINE OF ALL LOTS FRONTING ON CATTAIL STREET. 340f1T NS9'0'44''E.-. 210.20 N89'41'"'62.THERE IS A V STRIP ALONG THE 1 EAST NNE OF ALL NO-ACCESS LOTS FRONTING ON BLACKBIRD I q AIL CREEK SUB vT1LLTY EASEMENT,nP DRIVE 3. PARKS A B.!C ME PUSUC USE BUT HGA GRAPHIC SCALE OWNED AND NAINTAINED. ExLSRNG GRAVEL TRAIL 30 (1 IS JO (DN1Pr7) s L hmL 1-50 t1 VERIFY SCALE DRAWN BY:JRM PROJECT NUMBER TIESE PRRlf6YAY BE BASIS OF SEARING ' CATTAIL PROPERTIES SUBDIVISION 1097.001 REDUCED.UNE 9ELOIN CHKD.BY: MEASURES ONE INCH ON ' SEC 35,T1S,R5E,P.M.M. sHEETNUMBER ORIGWAL DRAWING. SOUTH LINE OF I=3 d 4.BLOCK 10.OF PHASE 2A ���i� 5*"1 y APPR•BY• BOZEMAN MT OF THE CATTAIL CREEK SUWMSION PUT(J-369) ■i 204 N.11M Ave. I ti AS SHOWN AND DESCRIBED HERETO Bo2em(40)5 1,331 DATE:10I2W4 DRAWING NUMBER MODIFY NGINEERING, INC Pen^`"° Ph9Re.`°�'�'�19 °``RE"E" PRELIMINARY PLAT PAGE 2 er: H11097Y1011ACADNSHEETSIPREUMINARr PIAATAM Plotted 6y U91s v Wa -1111020143:9PM 74t 4A4w SwCmlf9(.'0ffi•[t•gt wwRluROAF,>E'm L3Nmat�9.wT:.mN DATE: �� .� .r ; :� � � ,-- �-�.-t • • t ri t: ba liss architects,P.C. ' 90'-C P.O.Oa xt�4 Pk 4oswe-ear -0- beylisserrchitects.com r%pq SHOWER/TUB i Y ukm S1AU WNCi1XN MGN0.8EMFNT '° LOMBO ..,.n..n.:.,ux.a+u..,4,w••n+. m,.m...rr.�2-�:vw u.:.., ,Dees wkwm.nxaa rn4asaromae eepea.er stria springvel l.com BED- U1 BED- A � ROOM P2 It N ROOM 09 � aa 20] •96" ]04 t d - i m LIVING O ROOM r. { 104 S ® W i HALL A I ._ UPPER FLOOR MAIN FLOOR '- 980 5Q PT, 10150.PT. IT E ®QUJI T 00 J_ -- PW R 36"REF Q G ]05 : Rd5 Rd5 Rd5 PANTRY Q Z b rc b , 1..1.. rJ A V M y TLER v - I ,O LLI rj STA m e..".... 1 6ARA&E M m __. . :.:..- STAIRS K II b d } Rd5 � O t O W i ABOVE MASTER - BEDROOM � GARAGE 30T 01 . „ 48" M ST R201 Copyright Notice 4 Reproduction of this sheet and/or substanda/re-use of this design O b 4..,wY.:w,.. b without Me express atten consent of Bayliss Architects,P.C. violates the copyn-ght haws of the 8 United States end%/be subject toiega/prosecuion- Copyright ©2014 ' . ,�d�durdrrndgdrq s r'-c BAYUSS WARD 9 - r #1697 ;,_ �.��/yob..,..,.0�5 ,�..'• 1 CONCEPTUAL SCHEMATIC UPPER FLOOR PLAN -MODEL 9 rii1 N0 CONCEPTUAL SCHEMATIC MAIN FLOOR PLAN -MODEL 9 REVISIONS . DSSC. Dete AS.1 80ALE: 1/4"-V-0' A0.7 BLALB: 1/4'•i'-O" DATE ISSUED: 1116114 PUDIPLAT PRELIMINARY SUBMITTAL generated:11.7.2014 drserl by: sb Checked by: bw JOB NUMBER: 2014-26 NET FLOOR AREA MAIN FLOOR 70o S.F. ��. UPPERR FLOOR 980 S.F. TOTAL 1 687 S.F. GARAGE 485 S.F. TOTAL 21705.F. 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HALL DINING UJ Q O UO8WA. = O O Co G-5-1 � m :.:- GARAGE J C) CD 5TAIR5 SHELVES K _V 485561.PT II N� m to b 309 N 0 3-GAR { 1 e GARAGE - 735 AT4; i9 O7 i Copyright Notice ® Reproduction of this sheet and/or b - a substandel re-use of this design Ov o ; without the express written :0 3 consent ofBoy/ss Architects P.C- . -—� vio/etas the copyright laws of the b - United States and will be subject to legalpresecution. COPY fight ©2014 d 8._0- 21-0' yBAYLISS WARD •� i ,'A `?O y�aa pie f1 CONCEPTUAL SCHEMATIC UPPER FLOOR PLAN -MODEL 8 fit CONCEPTUAL SCHEMATIC MAIN FLOOR PLAN -MODEL 8 REVISIONSesc.. D Date A2.1 SCALE: 1/4--1'-O- A7.1 SCALE: 1/4--1'-0' — No DATE ISSUED: 11/6/14 PUD/FLAT PRELIMINARY SUBMITTAL generated:11.7.2014 drawn by: sb checked by: bw JOB NUMBER: 2014-20 NET FLOOR AREA MAIN FLOOR "qoq S.F. ��. UPPER FLOOR Oq S.F. TOTAL 1654 5.R GARAGE 488 5.F. OTOTAL 21 1 9 S.F. CONCEPTUAL SCHEMATIC MAIN&UPPER FLOOR PLAN bayliss architects,P.C. v.n m.,,x ra:.oseessam b b bay lleeerohitetcts.eom •.. Ya u a..ew:w,.0 x•,e..w,a+v.w v,.x,n,a .+,:. .... .,�,.w;.r..�. x ' SHOWER/TUB t RENMIIN CRNSTRRCTIeX AU1XARFMEXT p y LIVINb IT Mi 59 Qoa vn.4ae s,ansae . ROOM SUITE-1 �. 1 19 BEDROOM sp ppt i n g'v aal La,a 0 1.G O m © BED- A OV ® 116 ROOM-2 '- 202 RR K .56" BED- ROOMn5 204 01 _ o � ® MAIN FLOOR `\ 526 592.FT. Z — DW J y Tac U et_PPER FLOOR —FT. BH }7 � 9H050. I _. O � DNM6 0 111 ' 0 S 4 HALL R45 W 0 201 W3 6 tl 2-0- X1 5 ' ti 70 205 8 ® LO y R45 b F.. .... .' _ O ON. 4. R45 Q Q z 92"xbb' � NLO SHOWER/TUB I a C�O 4 COMBO 0 J A RAGE OAR a & o E-- 'M is BATH bARcx BEDROOM ' j v 7 OAT i 12 •96` 114 X U STAIRS 105 It j{ Copyright Notice Reproduction of this sheet and/or t suhstaoaal use of this design ,�*y} without the express written consent of Bayliss Architects,P.C. D k T wo/etas the copyright laws of the p a United States and will he subject to legalprosecubron. Copydght ©2014 -24 .o OF"Mrtra�. 9'-sY2' ,9-,oY2' b'_H" '-o a'-o" 7 r-o' ,�p•�P,��c „�p9 to 1 SAYUSSWARD f1 CONCEPTUAL SCHEMATIC UPPER FLOOR PLAN -MODEL 5 CONCEPTUAL SCHEMATIC MAIN FLOOR PLAN -MODEL 5 No REVISIONS 5 . Desc. Date A7.1 50ALC: 1/4"•110" A2.1 00ALE: 1/4"-V-0" " DATE ISSUED: 1116114 PUDIPLAT PRELIMINARY SUBMITTAL ' generated:11.7.2014 dra.an by: sb OT—ked by: bw .I:)B NUMBER. 2014-26 NET FLOOR AREA MAIN FLOOR 828 5.F. w■ UPPER FLOOR 980 5.F. 1 TOTAL 1 505 5.F. 6ARAbE 455 S.F. OTOTAL 2291 S.F. CONCEPTUAL SCHEMATIC MAIN&UPPER FLOOR PLAN l b O ,F k. I • - - 50'-0, ha liss architects,P.C. beylissefrchitefcts.com L ® a1 < NENMAXCXETRNCTINN NANABFMENi ENM r a rn 4- springvel@eol.Gom © `. BED- MASTER O 'S ROOM*2 BED O BEDROOM ( '�' O ROOM e9 K ry 204 � � ]Oa - ry 10T LIMN. N { R0015 ON ,^ .. - W - LINEN INNNNNN UPPER FLOOR T2950.FT. MIKA 301 i 1 DINING W i O u S l09 MAIN FLOOR t ZO9 _ 894 5a FT. j $ - DN. _ UP A FIER AT BAH UU e96" M Oo I b z D Of) m LINEN N _ W ~ �'F 5TAOK m _ e .96' O O N -i i� U W/D STAIRS 1 b STAIRS A W ,04 LL1 VVV .i �UJO b c5 CIA t : n $ l - GARAGE \` ' 4899Q.FT. OFFICE - d O KIT HE q 2-OAR .: GARAbE m 101 ry Copyright Notice - - Reproduction of this sheet end/or substantial re-use of this desan O ._.:,... without the express written a consent of sayTma Architects,P.C. violates the copyright taws of the United States and w%/be subject . .. b to lego/prosecution. Copyright @ 2014 p BAYLISS WARD _ 21'-0' 9'-O" 21'-O' #1697� REVISIONS No. Desc. Data f� CONCEPTUAL SCHEMATIC UPPER FLOOR PLAN -MODEL 3 fi1 CONCEPTUAL SCHEMATIC MAIN FLOOR PLAN -MODEL 3 O90AL& 1/4"•1'-0" A3.1 80ALG: 1/4"•1'-O" DATE ISSUED. 1116114 PUDIPLAT PRELIMINARY SUBMITTAL generated:11.7.2014 drawn by: sb checked by: be JOB NUMBER: 20W26 NET FLOOR AREA MAIN FLOOR 654 S.F. UPPER FLOOR 65 S.F. ��■ TOTAL 1 555 S.F. GARAGE 453 S.F. ® TOTAL 2046 S.F. - CONCEPTUAL SCHEMATIC MAIN&UPPER' FLOOR PLAN 0 o" ba liss architects,P.C. e.�sT eon,.,,H Fx eassasaan q_p^ 1q,_O bayl lssa reh ltects.eom �1yyJ'� iI1I-1�/(C--/y�III DFNMIINC9NfiNCCEICM Pht— MMNCFI�EME - o s P ri n 9�v al @ a o c om © DINING , i r fl F-- ElolY r 109 ' S M 9 IvIHG ' h jY ROOM a2 ® k - Lu MAIN FLOOR i STACKTO2 5Ci FT. k R45 R45 d � s00 UPPE FLOOR HALL gg ,..� Cn � 90T Lu 5a FT. 201 5TAIR p .36" 00 DW - O J SHELVES DESK SHELVES S m _ K G N STAIR MECH. _ O e, p B2'xbb" 105 l 0-6-1 N $'y SHOWER/TUB ' :, O 0 , COMBOLINEN N b R45 R45 R45 _ ® m 7 N } al MASTER y a - H CLOSET - R3 72011 OFFICE - ' - - 205 71 R45 R45 r m Y fi. ARAGE . . r ' r 1 BSQFT. [ry 96" 2-OAR ARA6C I MASTER 40 - tOl BEDROOM LINI Copyright Notice xm F R0 ducdon of his sheet and/or s.bstan8e/ro-use of this design © _ b _ without the expross written fSaylissA ® b viofatestthepyrfghtfawscoffhe 0 - Llnitad Steles end wi71 be subject ito legal prosecution. Copyright Q 2014 fill p,4,4nrnttttgr' .d0� ;�SAI.SSWA ... ,.e'-0' 21'-p" RD trhnnu4p„�4 REVISIONS No. Dw. Date z CONCEPTUAL SCHEMATIC UPPER FLOOR PLAN -MODEL 2 CONCEPTUAL SCHEMATIC MAIN FLOOR PLAN -MODEL 2 f1 f1 A2.1 SCALE: 1/4"•1'-O" - --- A2.1 SCALE: 1/4"•1'-O" - - - DATE ISSUED: 1116114 PUDIPLAT PRELIMINARY SUBMITTAL - generated,11.11.2014 drawn by sb checked by: b,, JOB NUMBER: 2014-26 NET FLOOR AREA MAIN FLOOR 692 S.F. ��. UPPER FLOOR 9 B'I S.F. TOTAL 16T9 S.F. GARAGE 4B3 S.F. OTOTAL 2162 S.F. CONCEPTUAL SCHEMATIC MAIN&UPPER FLOOR PLAN i 0 5TONE f,{ b k>?I S 4k�,1 &4T _ MTL SI&N 6.-0�� -a �k t��l y M �[ CATTAIL ;x , E .; PROPERTIES bayliss architects,P.C. , fi b I a sersoar e ayllechlle cts.eom _ oC =1 ZZ BUM OEHIII BOnX81BBCTIONMAX0.6EAlENT — sprin9val@;aol.com 0 f1' ENTRY SIGN FRONT F fib PUMP HOUSE PLAN A 1.D SCALE.D/4'•110" A 1.D SCALE, 1/2'-1'-O" LAP SIDING W =-_o' r^ /. — / CORNER W TRIM �O TRIM Dili OOJF o ! Q � n O /I LL LU z ? 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Copyright 2014 BOARD 4 BATT ,,�T�%�t1i1111tgtrq�r�ri o .,'� M04T, .. .. z h %T G n! - BAYLISS WARD - #1687 n PUMP HOUSE SIDE 'trr,tulmu„O�°' SCALE: 1/2'•1'-O REVISIONS No. Deec Date 0 DATE ISSUED: 11014 PUDIPLAT PRELIMINARY SUBMITTAL 8enemled:11.12.2014 drown by: s0 chadced by:, 6w -JOB NUMBER: 2014 26 A1 .3 0 DETAILS "'1 Q BLOCK 1 7 EXIST.TRAIL bayliss architects,P.C. b a y 111s s a r e h i le c ls.c om DENMAN C0ii1i0CT101 MIIMAiEMEii ' 3 sp rI n g va I @ a o 1.c o m LU IL z BLOCK 17 � :' ,��j t�>�=,- ✓' 2 \ 10 \ \ - ��.'!'X 2 ✓' / !i / / ' / \ �` / \+ `` "` I�' \I ``11111 IIII� 11 1 `./// _ � � Q Z O / y3� 4 " /I 1 II II 1 G / /. Q Z \ / \\` � ` 1 + Y III II 11 1 / / v IJJ 1 ;. 1 w� 1 / o N .. _ __' // I: b. 3 b• !-�` / '''rJ,O ` �```'1 1 "I `�1 11 I`�;II i1�1 11 Ili,1. // M m s'�49 1 ; li I 1 I` I' 1 I 1 I I II II 1 4 1 Q v°.�•/ L` - — fir- " ---L-- - ------ _ { I 1: PLAN NOTES IIIINNINS _ v r _ \ a i i _ 14 srrE — 4T . ems•- / / - �'� %'� � i / - : \ - � 9 �^•- —rt"�ry�,j I II Ij I I I lIl 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL `` a' //� `,�:'Q•(p d / i� q ------�'- --- ------ BURIED UTILITIES PRIORTO THE BECRNNIN60F CON57RUCTION UTILITY HOOKUPS WITH CITY AND NEIGHBORING COORDINATE 10 MM -1 I I II it I II ?I ANTOIGIPATEDDURAS TO NOTIFY THEM OFTHE ACTIVITY AND 1 - ```` 4 S \`\ S• I 11 W 116 I I dim jI I I 5, COORDINATE DELIVERY TIMES TO AVOID CONFLICT WITH `O• / I I PAGILTY TRAFFIC OPERATION TIMES. 3 --- -__ 12 2( I I 4. SEE6EOTECHNICAL REPORT FOR 90145 AND FILL 2 ;" LOT 3 84 1 __1 13 J I I bI lU<�1 IL I i I I'I INFORMATION BLOCK 10 11 1 II - II I I I 5. THE IN5TALLATIONOF THE SANITARY 5EWER SERVICE LINES Copyright Notice /r , 9S I `--' 1 FROM THE EASEMENT LINE TO THE BUILDIN65 ARE THE RESPONSIBILITY OF THE UrILTY CONTRACTOR FOR THIS Reproduofion of this Sheet and/of ,I substant/e!re-use of this design 'Q __ I m ila I ii I I..I PRONELY. 9 O I�I•c- I I�1 'v ^' I I m ILL I I I I b. THE INSTALLATION OF THE WATER SERVILE LINES FROM THE without the express wdtten -I aq=6 "r f I ry� b 8 9 9M 8 - 5 9MG �✓ I n I I eL _ I I IIH M II EASEMENT LINE TO THE BUILDINGS ARE THE RESPONSIBILITY Consent of Bay/SS Alohiteofs,P.C. _ jW 41.1 I I I OF THE UTILITY CONTRACTOR FOR THIS PROJECT. Violates the cop ght laws of the --- ----- _ ------ - --- ------- ----- - ---- __-- 2210• -OBI r` °L il_ Y I I I 7. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING United States and wi!/be SUb%eCt I -- I I I I i • ut '` I I I SEWER AT SERVICE CONNECTION POINT TO VERIFY - to legalpMeeeudon. I Ij= \/ II I ADEQUATE FALL FOR SEWER SERVICE 36 i i S 1 I --I i I I ijm <I jI I I 9 CUTTING ANY PUBLIC,STREET.A STREET CUT PERMIT SMALL OBTAINED PRIOR TO Copyright 02074 IQ _ I O I _ I 1$ I I I 9. ALL CONDUIT FOR STREET AND PARKING LOT LI6HT(5)SHALL ,��rrrrrrrttr - IC SHALL BE bd- R.D.w. I I 38 39 �° 40 41 ' 42 43 Im 44 45 I I -I I I I ii il' 11 II 10. NOTGRFE50TREE TREE9I�BIKERACKSANDTRASHGAN5 �, F"���j•,�� --____ I ______ I ` I I I I f 'I.I I� 1 LOCATED ALON65TREET EDGE SHALL BE CENTERED ON THECON RIETESCORIN&LINES. �, P.+ •- 9�� ----I i - ------ I I I II I'I I I I 1 ALL EXTERIOR SIDEWALKS/CONC.PADS,SLABS TO BE 4" c -6 31 O' I i L- ------- -- --------- -------- --- -- ------ ------ -- - ------- - __� I 2 iI \ THICK AND SLOPE AWAY•1/4•PER FOOT W/MEDIUM BROOM BAYLISSWARD I I� - \ FINISH.ALL GONG.APPROACHES.APRONS,PADS AND DRIVES = p16)7 , P� I -- _� 37-O• - _ I 14 \ TO BE USED FOR VEHICULAR TRAFFIC TO BE 5•MIN. _ i I THICKNESS AND 6"MIN.THICKNESS FOR HEAVY TRUCK. % ( ���� i kTRAFFIC W/MEDIUM BROOM FINISH.-LLLJ I- ✓'.e,,, � WL I �y \ 12. HARP ENTRY ONCR 01/5'PE FT.AND TO LABSMELT CCE551R 0 1U LEVEL - STREETS'. - b - - _ - - - d I \ ENTRY®1/9"PER FT.AND TO MEET ACCE55181LITY - REQUIREMENTS. trI/IIIIIIIIr���,`, Lorz I 3 �-- i � � I 2 5 � III I O I I;I \ \ 13. CONCRETE SIDEWALK@4FAVING SHALL HAVE 6X62.1/2.1 \ WWF REINFORCING UNLESS INDICATED OTHERWISE. BLOCK 1O BMGj '- O I 1 it �\ 14. ALL FLATWORK SCOR N6 LINES 0R JOINTS SHALL BE REVISIONS R 9MG IlI m v I \ \ H (NOT GUT).SGORI PATTE RN FOR No. DsC. Dale w PS1DENALKSSHALLLBEDONA5GTOTHE RE-ESTABLSHED AND APPROVED PATTERN,DESIGN AND I 5 51 w L i li \ \ SPEGIFIGATION9:' I 33 i F I EXTEND SIDEWALK \ \ 15. CONTRACTION JOINTS SHALL BE PLACED AT 1a INTERVALS AND CURB 4 GUTTER \ \ AND SHALL HAVE A MINIMUM DEPTH OF 3/4"AND MINIMUM. I ' n �' i) 1 TO PARK SOUTH 1 WIDTH OF 1/8". 15'-O" -6' 20'-O• ^� PROPERTY LINE b 1/2•EXPAN5ION JOINT MATERIAL SHALL BE PLACED AT ALL ' --�__ _ __ _I__ ______ 1 1 P.G.5,P.T.9,CURB RETURNS AND AT NOT MORE THAN 500' -------- ' INTER ------ -J ---- ------- - -'------ ------ � ------- �-- ------ - -- --- I VALS.THE EXPANSION MATERIAL SHALL EXTEND I 1 l i I ___ `\I N !P I THROUGH THE FULL DEFTH OF THE CURB AND GUTTER LEGEND .\1. I J I 2 cI I 12 4 12 3 I NO I 2 4OV5 ON TR ANGLEEA I 17. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL I I __ ___ - b c ------ I FORM INSPECTION BY THE CITY ENGINEER OR HIS li I I I I _ _ __ I W Y i I p -3OJ 28 2-1 26 25 22 2 1 2Q I d. I II REPRESENTATIVE DATE ISSUED: 1116114 3 2 i I I N I - �� 1 b. CONCRETE SMALL BE CLASS M-4000. _ I Ylq I 9 15'VISION TRIANGLE -I 1 g. MAINTAIN 5•MIN CLEARANCE FROM TOP OF FOUNDATION TO 28 _ I I i I I h I I I I L ;',•,I 6RADB®FACE OF FOUNDATION PUDIPLAT PRELIMINARY SUBMITTAL 9 - _ I 4 COVERED BU59T01- I 20.9U5GRADE OR BASE GOUR5E COMPACTION 5HALL CONFORM W 1 / 7 SFCTION02250(MP.W.5PEG5.1gg6EDJ ' a ' d �' 1 5 MAIL BOXES 21.CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF gensrated:11.11.2(114 1� SECTION 02235(MPW SPECS,1 qg6 ED.)FOR CURB AND -- -------1- L- ---- ` -�---- ------ ------------ ----- -----I I ---- -- ----- - --- - --- ---- - - ----- ------ --- - --- ---- 2 6 WELL HOUSE. / GUTTER REPLACEMENT PROJECTS,HASHED ROCK MAY BE .,•.'...I I S5-� 15'_O' Oi / USED FOR THE GRAVEL BASE tlraWn by: s6 -_----_---, SUBDIVISION SIGN / 22.SLOPE GRADE FROM BUILDING 3/5"/FT.FOR 10'-O•MIN. checked by: bW -- 9MGI 8M16 m rt_ 8 9 5 19G 8M RM 8 9 _n_ 19MG rt_ m O / / `" L -r��1 - �I_ I n 1 .STRIPED AND 1 -rt , ---- THE CURB ------- ---- _------_ -- -- - -- -------------- I 9:LOADING AND GUTTERSHALL FAINTED.NED , - --_-- - ___ __ ----- 24.REPAIR RUTS,DEPRESSIONS AND TRENCHES WITHIN THE JOB NUMBER: 2014-26 __ --------- -— i CONSTRUCTION LIMIT LINE TO FINISH ELEVATION 6 GRADE• PARK F EXIST TRAIL --- -' CONSTRUCTION LIMIT LINE. -- ---------------- OFUTURE - �— 1 25.REMOVE RUBBISH FROM SITE INTO A CONTAINER OR REMOVE EVELOPMEN R-� FROM 517E ON A DAILY BA515. 26.FREV ENT RUBBISH 4 WASTE MATERIALS FROM BLOWING ONTO ADJACENT PROPERTY DURING CONSTRUCTION. © SITE PLAN 27.CONSTRVCTION PEK50NNEL ARE TO KEEP THE SITE 5AFE A1 . 1 DURING CONSTRUCTION. A f.1 SCALE: 1'-90-0" SITE PLAN 1 � ^ k "O BLOCK 17 .r �,\\\' EXIST.TRAIL bayllss architects,P.C. \`r \ \ bayl issa rch its eta.com Bum BERMAN CONNTBNC110N MXANEMENT P s a Jrin9rvalC aol.com EL 06K 1 Lori PARK E U) N\, 'n Lim O 4" - —- _;" � �'�r•� E � � \ 3 , i ���/ ?r \ 1 �� 1 t, 1} ,I I I I 1 So a1, 11 I II I I" tIsststs Iss— "III I II 4-7 I I I,I I I I I I I I I I I I I I, ,. •_... ...,...... _____._ ...... ..',�. .:.--._:.,..:. saK -.. .. ., r:.^,.. .I .. ....;•; _ 1 Dl"V.GONST SIGN In I 1 6 W I I LOT 3 &4 1` U�1 I IJy; i I II j 3.1 I coNsr. 1 ^•: w� s>:;:� ` ;ti ;:, - \�� - _ I I I I i copyright Notice p11 1� q 5TAGIKe 1 '�t t BL�GI� I �./ I 1 7 I D I ,ya•"!. N t„� qr t ' I I Reproduction of this sheet and/or , AREA (*7 < — subs 'th reuses wade i -- ------------ — ��� II � wrthavt the express wntten 9n O II r -- _ I I i 1I i I I onsent ofBaylss Amhhects,P.C. tr ----- - _� I q violates the cop "ght laws of the alai? — — — — — I I United States end will be subject "� -- — tit t 1 �,I — c) - I : '`' - I '{. to legalptosecudon. Copyright Q 2074 I I < I I I L=y4I I1 35 III II 38 3 1 I 4C 41 I 42 43 I 44 43 I I I i I 1 q I'.# It ;oy f y 9'ay BAYLISS WARD I1 II 7 T „- ii ; Jyy 40 suo"o, BLOCK 10 II 34 i I _ - - - - STREET,'B' - - - - - - - 'I REVISIONS �! I ~ No. ne Date JU ^ � I �I I ,III N I II I 32.___ II I 30 29 28 21,.. L, 26 25 24 23 = 22. 21 u _ 20 I DATE ISSUED: 1116/14 c I I I PUDIPLAT PRELIMINARY SUBMITTAL II t_ a I 1 1j1 I� I I I I I TEMPORARY FACILITIES&STAGING NOTES: 9eneraktd:1111.2014 E ATED N LOT 31. checked yb y bw �����---- —���� `�—�iF--- =ram- -__� �_��.--� _�_--- J�=-- —r=— =�L= P_— TRAILER BON LOTS IN THE 2.AREA d b 1 DEVELOPMENT SALES TRA 5T0 D SIGN Od b �,.„ 3.' MODEL HOMES WILL BE CONSTRUCTED ON LOTS 1 AND 7. '05ED DEVELOPMENT HEDULE CUMENT FOR TO OP —_ ——._— _ — I S ADDITIONALRNFORMATION REGARDINGBGONSTRUG�ON STAGING AND JOB NUMBER: 2014 76 —_.--__— - �EXIST.TRAIL ------ _'--------- ,(pp/� —_—— FA R7K P DEVELOPMENT. —— 'r 4. PRIMARY CONSTRUCTION TRASH CONTAINMENT AND CALLECTION 19 TO _— ——————— "———— BE WITHIN THE CONSTRUCTION STAGING AREA REMOVE EMSITE O ERUBBLYBAROM 517E INTOA CONTAINER OR REMOVE FROM -- —'— -- ------ -- ---- �-- -- -- - - 6. PREVENT RUBBISH 4WASTE MATERIALS FROM BLOWIN60NT0 J ' I SITE PLAN -' ADJACENT PROPERTY DURING CONSTRUCTION.S 1 A Al O ��I��VII CONSTRUCTION PERONNEL ARE To KEEP THE SITE SAFE DURING A 1.1 SCALE: 1"•90'-O" CONSTRUCTION. TEMPORY FACILITIES AND STAGING PLAN O UNDERGR CONNECT TO EXISTJNS' \\ \ CONNECT TO EXISTING S•WC SEWER . MAW WITH 48•SSMH LOT 6 7 // �'� EXISTWyGVE2'Or- PVC BLOCK I / / / M1V I(E R/ \ \ NNECT TO EXISTING 8"D.I.WATER //� iy/ N WITH."XB"TEE I ALL127LFOF PVC - \\\ \\ PARK. E. se E MaN \ _ ATTAIL CREEK SUB PER L I D NO�.F\02 H?A' I r 6g \\ S1111 KTO \RTCM /// V IN LL H A2ooC) Aourc _ EXI8TIN01 i'+,tl E%ISTI //� / .\ 6� SIDEWALK \ 4 DLP.w rf�/ \ \ /MAW/ STR T L .TYP. NST!\I.L B• \ \ \�` \, \ END 22b• H I STALL 4 SENIE SERVICE AND 3i4 NSTAL ias OF 8• C - A�L2 INSTALL e' o EA HLOT,TYP INL-WATER MAIN F� III ffi II 1 1 �A�7�7LER WSTALL PED 7P3 / ,. r.FOFV0� \ P � I IIVI III 1 / '/ t 19TALL STOP$IGN I T L0608EWER MAIN \Da INSTAL 438 LF OF 8- iA4" .r I 1 11 II . a 3TREET MARKER 'C,tt� WA NLUN INBT 8'-22•BEND 1 1 I I �i/ice g6Y+'`,... 18T /B• I I IIIII III I I I ^ / CONbUIT \ INSTALL STALL PARKI OL ROPCSEO POWER,PHONE AND / �� I- �a � CONNECT TO EXISTING \. �.... .... UN ERGROUND UTILITIES \ L s a e� / — N zo I I I j .. ...... .. . I7 CONCAP CRETE SED SIDEWALK " I.- ...I ....�0 I.I II Q f , . INSTALL APPR ACH PER COB �'. .:.. I, c I, a m SAIL NO. 02 4A ITH CURB ' f m Y INSTALL 188 LF F 8•PVC �.......... ......... -�-_ I I Q I . S ER MAW - W I J s m I INSTALL 250 LF 0 8" SEWER 7N © I -. ....._... N ALLL284;LF OF 8" - f — II I ALL..TEE IF'T INSTALL k LF IF. `_I[gSTALL69 LF OF e• 1_- INST I WTEE D.I.WAT f MAIN I SEWER MAIN I 4 _L�.I - I CONNECTTOEXIST G "DI.WATER INSTALL PED RAMPS v r I MAIN WITH W)W TEE a BW 8W f11 I 6Ti a (BW BW B II LC SAWCU X TING ASPHALT Q SECTION B —� _ I I - AND EXT D Z i 833 .SB ; BS B33 83 II I f o f - - ..� PRO SEDPOWER,PHONE t _ D GAS LOCATION,TYP. I TALL 2�4 FOF 8'PVC a't-�• IBEWER AIN SMH IN T LB'VALLEY GUTf L S INSTALL INSTALL 48• I INSTALL .•I 3 VALLEY 8 MH J_— IN TALL 4•S 0 CON IT 4 m 8 BVICE GUTTER _ ATER SERVICE IN I EACH LOT,'TY -- ® I - EXTEND BLACKS RD DRIVE TO PROPERTY LINE INSTAL GRAPHIC SCALE -- A-20o0QNDUerrJ — — — — — 30 15 30 �— f L 18 LF OF 8•PVC SEWER N TO PROPERTY BOUNDARY (IN FEET) INSTALL 4.•8SMH8 INSTALL PEDESTRIAN RAMP,TYP PROPOSED IY UTILITY EASEMENT,TYP. - INSTALL DEAD ENq, R ES PER 10'3TUB TO EXISTING GRAVEL TRAIL : EXISTING HYDRANT,TYP. COB DETAIL 2 I lao11 30 It PROPERTY LINE �IkPHONE AND OAS 11"X17":1"=soft INSTALL FIRE HYDRANT ATTAIL CREEK SUB LO INSTALL DEAD END BARRICADES PER % x x x —x—x—x—xxx x—x—z—x—x—x— VERIFY SCALE REVISIONS , DRAWN BY:JRM CATTAIL PROPERTIES PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY fl CHK'D.BY:CMW 1097.001 REDUCED.LINEBELOW PUD PRELIMINARY PLAN SUBMITTAL sHEETNUMBER MEASURES ONE INCH ON ORIGINAL N H 1 g I Englneetlip APPR.BY:CMW BOZEMAN MT ��((\gyp{ Consufll_ 204 N.11th Ave. 1 Design Bozeman,MT 59715 DATE:1012014 DRAWING NUMBER F Phone:(406 581-3319 MODIFY SCALE ACCORDINGLY /I ANGI IEERING, INClanning I Bq,A.REVIEW LAYOUT&UTILITIES C_2 H:\109710011ACADISHEETSIC-2.dwg Plotled by Chris wasla on Nov/11/2014 �"-II`"'"✓J�i'¢BeliYnnin o'Ya NGetuCStRanldlarYrfo`7CammlilYm4en+t COPYRIGHT O GENESIS ENGINEERING,INa2o14- DATE:. O I CITY OF BOZEMAN SIDEWALK AND DRIVEWAY SPECIFICATIONS. STEEL POST MARKER GREEN STEEL Posr RO- .. PPERTY PAINTED BLUE AT END OF SERVICE LINE OR 1. Standard sidewalk location Shall be one foot from property lines and widtinthe public EASEMENT e.a'(0.45•) right-of-way.Deviations from the standard location.shall be within accordance with the City of s 1/2'BOULEVARD LINE PROPERTY _ Bozeman's Sidewalk Policy. All sidewalks shall be Gvefeet in width unless olherwiscspecifed ') EASEMENT za b the CityEngineer. Construction of sidewalks,drive a roaches,and curb and after shall be STREET SURFACE B by �' pp 5'SIDEWALK GROUND SURFACE 4' 5 1/2'BOULEVARD LINE 2' hiaccordancc with Montana Public Works Standard Specifications and as specified herein. (TY.) I 1 (TYP,) 4. } 2. All concrete Sidewalks COn3tructed across vehicular traffio lanes shall bt at ininimurn Of t, 2 5 STREET SURFACE 5'SIDEWALK GROUND SURFACE 4•T0�'L• 4_/' I g' I'� CURB BOX (TYP.) I L 'R six(6)inches in thickness. Driveway aprons shall also 6c a minimum.of six(6J inches itt. ', II _ 4t aT.•m Par+•>.P°E thickness. All othersidewalks shall be a minimum of four(4)inches in thickness: 13'�{ PROVIDE s STATIONARY k. I (TYP.) I ROD IN ALL CURB BOXES `y'"i+': 1• COMPACTED CS,) L •- f1� 3. AD base course for(Driveway approaches and sidewalks shall be I%"in Lswashed rock. j B 1/2'MIN. T P') (SEE SPECS.) ad v the Base coursa shall be a9vinionun of three(3)inches thick under sidewalks and Arjvewny I COVER n s' e e 'a ee 4 (TYP.) (TYPICAL EXCEPT IN SPECIAL flpr011S fl11d SIX(6)InCiTC3 d11CIC UI1dCr.curb and Butter SCClIOnS:, 1 I CIRCUMSTANCES WHERE CITY HAS 4 a O O O O SENT. DETAIL ILL-... B' APPROVED ALTERNATE LOCATIONS) O O O O O O O O O O O t7 010.800800 0 0 0 (TYPICAL IXCEPr IN SPECIAL CRUSHED GRAVEL O O O' O O O O O Q O O: O O O O ELOW o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4. The clo of the sidewalk is to be established h a uniform slope of onF ❑p11C7 /4 tI1Ch CIRCUMSTANCES WHERE CITY HAS BASE-3'MIN. O O O O O O O O O O O O O O O y p (I (I ) TAR m CONTRACTOR APPROVED ALTERNATE LOCATION) ' O O O O O O O O O 0 0,0 O O O O 0 per rise from the top of the adjacent ull-1(eight cutb. The uniform slope specified shall Continue'through the sidewalk section and tO.the Curb t0 enquire drainage to the street. CURB STOP 2•X 2• SUB-BASE COURSE WOOD AS REQUIRED SERVICE LINE.SLOPE- t/4' MARKER S. 'file maximum driveway throat widths are its follows: residential access-24feet; WATER MAIN PER FOOT MIN.,1/2'PER FOOT // 45' ELBOW COTtImerCtal aCCCSS-35 feet,industrial aCLeHS-'1D fact. For shared approaches for NO COUPLINGS OR OTHER JOINTS ALLQWED Oft SERVICE PIPE FROM WE MATERIAL) � Mom' COMPACTED SUBGRADE condominium,townhouse,or duplex units,the maximum driveway throat width is 4O feet. Any CORP.STOP TO CURB SPOP FOR 3 4 AND 1 SERVICES. SEWER MAIN existing fihll-height curb and glitter section shall be removed and replaced as one complete SrRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2"AND 2•SERVICES section with.the Construction of a new driveway approach. Approved contractors.Duty be OETA/L OF A SELECT MATERIAL BACKFILL AREA PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) O• 1 ]/P permitted to sawcut existing full-height curb to provide drop-curbs for approaches.A-Core Inc. INSTALLED i j// CORPORATION i///////./// ////////////// //'///•// // //. \\ / / % // // // % - 7__--�.NADC'E Fn'rINC FOR `PLUG �J 4'PU 1 SLOPE �]4•PEn 1' LOPE 1S an ilpproVedC(1nCl'CLC.CULL1IIg.COmlraC[Or. AP MA/N AT / / / / / / ALLOWED ATIONS. b'6. Concrete(air-Cntralned)shall have;EI tnlnilllllm COmlpiC5S1VC RtYCIt h Of 400D S7 OIt a 2 SPR/NGL/NE. / / // j SERV CEAPIPE SADDLE MSTALL mONS Pa�'� p �/ 2 /// ////�/I/ // //////. APPROVAL OF daytBSta llSing6 Sacks Of CCI11CIlC per GIdIICyard orCOnCrele.with amaXllmUm\Valet COI1lUhl Ot'6 / / MAN SEWER/ O DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB gallons persack Of cement. %/ t 3 % 7. Construction joints one(1)inch in depth shall be placed every five(5)feet,and a / / / !�/ Y // B"MIN. Nn Fa. ll K expansion joints shall be placed every twenty-five fee(m.sidewalks..Expansion joint / / / / / / SERVICE INVERT NO 1..Sub9rado o b gee cpl,,,d ran eh.11 uDGW­ml. to ee.11 h .. (M.P.W.Specs.,13 a aOr art LOWER THAN SPRING i17alCrlal sh:dl bC OIIC-half ilich thick R:-fOn11Cd hltlI1111110LLNtrCalECI fiberboard idler. LINE OF SEWER MAIN 2. Conlmetlon j.lnle shall be placed of 10'7nbrvala and shall have.minimum depth of 3/4'one minlmum etelh of 1/6'. p OENFAAL NOBS: \ al /' 3. 1/2" P.RI)alit material shall M placed at all P.C...P.T.e,curb rotume and at not more Than 300'Inlarwla. The Cc Struction,joints for curb acid glitter shall be placed at tell(10)foot intervals and Shall have.a, FOR WYE FITTINGS. a.Pane'OR material Mall sat,M through the Full depth of the curb and gutter. 1. WATER ED FROM MCEN ER LN TUNE E MIMMUMGRACE a 1/2 FOOT CURER MEELADO FROM THE USING ICH HAS SURFACE EXCEPT THAT CWER SHALL BE C No Bulb and 9Pa.r shall be placed WIth.ut.final form IRapeatbn by tA.City En I ' MEASURED FROM CENTER LINE STREET GRACE WHEN SEReDE UN6 ARE LAD 10 A STREET BIDE WHICN HAS AN UPXILL SLOPE. WATER SERWCE ONES ,� - g peer or hie roproeeMotNe. minimum(Icplh of 3%4:"and minunwn width of 1/8".Half-inch cxptuvsion joint Shallbe. ��A MAX,MUM,,n mDT DGrER AT DURB B1oP. 5. C.nmote ah.11 be aa..M-4000. " placed at all points of curvature and.tangency,curbrehlmS,and where:new concrete abuts 2, WATER SE.CE MNES SHALL BE NSfALLEO WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. S. Clu.haa gmvsl bade ahal meet the nqulromenb of SeAOn 02255(MPW SPECS,2003 ed.) Far wrb one O existing,conerete. The expansion material shall,extendithrough the full depth of(he curb and. 3. BODING SHAIA BE r Du-MUM WITHIN 5.OF SERVOE PPE - gutter mplaoemmt pmjecte.Woeh.d m,k may b.ass Far th.gr 1 base. gutter. 4. INSTALL CURB STOP SO THAT OPEMHNG KEY IS PARALLEE TO STREET IN OFT POBIDON. 8. A representative from the City Engineer's Office must"pect all.forms and base CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 CITY OF BOZEMAN SCALE: SANITARY SEWER CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 course before concrete is poured inthepublictight-of--way. Phone 582-2280tosclhedule STANDARD DRAWING NONE DEC 2003-- N0. 02730-2 NONE CURB & GUTTER - Revised STANDARD DRAWING NONE SERVICE LINE DEC. 2003 STANDARD DRAWING Inspections a minimum or4,hour's to pouting. Mar. 2006 . .. .. , 15'.DIAMOND SACK N.PANEL WITH 9 RED PANE�LSroASSNEOUIRED N THE DIRECTOR OF �PUBLIC SERVICE ROADWAY CURB 70 CURB WIDTH-VARIES -•H .d� FACE OF CURB - 15'R(TYI>) ,}e /n\ A,� A•�. 0 0 0... 0 FACE OF GUTTER f / ;.U„nl\ \ 24' (� E%PANSIONJOINT / S CONTROL JOINT - A RACK OF CURB ` A \ \ JOTOPOPtt lWf -- FLOWUNE / :'d �rroPRW uc WITH CURB RETURN A. RLLET AS ONE PIECE g• _ \ "• �gA ``\�. 1F EXISTING CURB \�\ •/ / j / G `o./ DOWEL WITH a t4 X JS' JOINTS WILL BE REQUIRED /' W 2"PERP'ORATEO SQUARE SMOOTH REBAai EVENLY APPROX.EVERY 10 FEET RETURN,GRIND GUTTER eb \ \ �{,''p� \. ,� .'(1/j E j' ppn SPACED ON 1'CENTERS _�Ix TUBE POST(TEAR OR TO FORM DUTLLT "r•� WROW A-A ES of APPROVED EQUAL) WITH 3 I/2"OF COVER. CHANNEL WHEN THIS y./ // - JI>R f' WITH gXPASION TUBES /S THE HIGH SIDE - /' \Cv % \ ��; 1-� �flY pt� 4B'MIN. ONE ONE END OF BARS PLAN VIEW C T°T A / `�'`v •l°m Y (� VARIABLE 4 1/2-MAX -'�i NOTES• ROADWAY GRADE W-0'MIN. STREET SURFACE C-LINE �' I.APPROACH WILL BE PLACED MONOUTHICALLY. y VI 5: 3 1 1 INL£yT ZNDATION DIPTH REQUIRE A TRANSIM THAT EXCEED (JOINT.)IN )III 2 1/2 SLOPE ': PER STANDMO SIGN POS U DRAWING _t a'1'fA T T S(Sand AeM UP 11/2 +T/2 man) r P':y •+ .r W > +CENTER UNE OF ALLEY %t"fla m) P Q uNr T•J (ROW LINE) Bo TYP. •-I REINFORCE WITH/4 y., •.. r' ' O SECTION A-A BARS ON 2'X 2'GRID OPTIONAL BOTTOM OF CONCRETE yard; -� CENTkTt nO CF AufY 1.APPROACH WILL BE PLACED MONOUTXICALLY SN'DCWN.BOITdI K ODFJWETE (nOM 2.TAPERS SHALL BE 5'IN LENGTH MINIMUM SE•(�_,TIQN A-A _ ].JOINTS MY VARY DEPENDING UPON IN MOTH gLNSFD:2/10/2000 NOTES:THE WIDTH WITH PROPORTIONAL - SECTION a A OF APPROACH TO AVOIDK. EDN BUT IF rNECESWrY SIGN BLANKS SHALL BE THICK,WITH ENGINEER GRACE�REFLECITI SHEETING ,0.08 INCH INVEST MAY VARY TO SATISFY THE DESIGN BOWLINE JOINT SHALL DE SEALED WITH AN REQUIREMENTS OF INDIVIDUAL APPLICATIONS. APPRGVED JOINT sEMER(THIS NorE ALso APPLIES MONTANA PUBLIC WORKS scale ©0ULEVARD ALLEY APPROACH DETAIfT..14 Awr+cFINISHED STREET SURFACE TO BE 1/B"TO TODMWING o2529-7A).1/4"ABOVE EDGES OF DOUBLE CUTTER. STANDARD..SPECIFICA71ONS NONE. (NATH FLAR SECTIONS) 52Q-7A ._ C117 OF BOZENAN SCALE: CURB WALK ALLEY No.D2529-76 CITY OF HOZEMAN SCALE: DEAD END BARRICADE N0. 09810-2 STANDARD DRAWING APPROACH DETAIL STANDARD DRAWING NONE DETAIL AUG. 1994 NONE (WITH FLAIR SECTIONS) otc zoos RI I..d 8/2002 CITY OF BOZEMAN . SCALE: DOUBLE GUTTER DETAIL N0. 02529-1 STANDARD DRAWING NONE FOR STREET INTERSECTION DEC.'2003 VERIFY SCALE REVISIONS --� DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CATTAIL PROPERTIES 1097.001 REDUCED.LINE BELOW CHK'D.BY:CMW MEASURESONE1NCHON .I - PUD PRELIMINARY PLAN SUBMITTAL SHEET NUMBER ORIGINAL DRAWING. 'I Engirreeang APpR•BY: BOZEMAN MT 204 N.11\\}I v^L`y�1 'Deafgirlg Bozeman,IMT 59715 ` lL fit.,L�Cml/j( DATE:10/2014 DRAWING NUMBER Deargn phone:408 581-3319 A MODIFr scuEAccosDlNGLr ,�I .;xT Planning ( ) O.A.REVIEW DETAILS Ci�Y NGINEERING, INC BY: H:\109T001WCADISHEETSVC-0DETAILB.dwg Plotted by chrls wasia on 11N1/20142:24 PM �'-Lw 4(ieBe 'anin o a Vew tandard•a ommitment COPYRIGHT O GENESIS ENGINEERING,INC.M14 DATE: O l . I. I t I 1 bu�y�l issarchitects, , �arch tec P.C. T �. -"ems �'� !._I="^., _�,•,.� bayl iss a rch to cts.corn -fit r�"'v f �_..� _ p I �_ r,•�, � �� ,sN,z i� � - •y, - � `r i ;► � .*7 r� '� � ��""n'"� �.',���, ��.�Ir>-�al,mx���'`� •ro. '�4,;a - _ re�euExr „w 7%a'/�'"' t .}ir.-^ ..n.wJ n I��.•w`� •-•._ w*.`- Y t t :,. '° ` r �." sFp r i n g v ael Q a o I.c o m . ''� apµ_- � +a fee .• _�-,e d,.��: I�r''-��i , ��_ :,'� ,` � <..� { 41 jr,X'. > I ��.- •+ - .tee :. ' ® �� }+� r�.,}r, r—r �' „- ,, Y _,,.-�„�• -�`� S � ..L�l ff � �; 'S", --,'®i. 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A1.3 8GAL4 1/8"•1'-O" 1'CURB . - TRANSITION 24'DETECTABLE Y — —— 1- — SIGNS TO MEET WARNING SUtFAGE MUTGD CONCRETE _ PEDESTRIAN-...� CROSSWALK L 16NTn+6(l•uD REQUIREMENTS FOR 'o BONUS) _ SIZE.REFLECTIVITY n _=— ADDITIONAL -;- AND MT6.HEIGHT __ - CANOPY TREES x WIR[D 1,12 m oP[N N. ,DD rixc REQ'D ONLY AT VAN =_ D•uD BONus) b AG4E55113LE 5PAC.E io :,� CoPyilght Notiice CANOPY TREeD'UD MAK AlaroAa.'Cnl odfhLe s/wrt nRd/aF ALTERNATIVE 601.LI!VARD _-- H/pNftWA1NUae Dd346dm " TKEE LOCATION) RASS ARG ..i Lor LANI'ER LOT D•uD BOWS) J =_ 69ALV.O STEEL� P05 G6� � JOINTEXF-N• N �� FAGe aF GURB ae iDaTpre+aD7Rfbn. BACK OF CURS CONCRETE CcpyTlglif ®10T4 SOwmff M. _-..._ b VIA,GONG.13ASE OF 1,12% S'-O' 91'-d S•_O' GONTROI. 9'6RAVCL BAYLISSVV&M JOINT BASE 1697 SIP"ALK STREET'W(HON-STANDARD) SIDEWAIX _ ` b'GONGRETE B b'CONCRETE REMFORGED WITR I'll. • PD'JERMESN/C.Y.OR 6X6X to 6AL*e KE WIRE MESH �o NON-STANDARD STREET'B'SECTION DETAIL _ ��1 HANDICAP SIGN DETAIL ADA RAMP 3 DETAIL A 13 SCALE:8/4"•1,-& A 1.3 °GALE:1/b'•1'-0" 4:M. REVISIONS ; No. D— Deb T BOULEVARD TRM WrY BOULEVARD TREE(CITY (GOMPAGT) STANDARD)AD AIL STANDARD)ADDITIONAL S- OUANnTE9 PLO BONVB OVANTITIE9 MW BOWS C/ - . `ASPHALT coNCRETE PAVING - b CROSSWALKTYP. 3 n •>? coNCREre . a CROSSWALK M. DATE ISSUED: UISAB PLANTINGS AT DEVELOPMENT - ENTRYWAY MUD BOf41B) PAINTED o0 EXPANSION RAYPLAT pRELIMMARYSUBMffTAI . STROrE,TYP. h JOINT _ 9eneratet 1.162076 ' EDGE OF CA" drown br. >b checked by. bW - I / JOB NUMBER:.,: 2014-20 9OGWALK STREET'A'(STANDARO) SIPMALK 7 STANDARD STREET'A'SECTION DETAIL s PARKING STRIPE DETAIL 4 CROSSWALK DETAIL 1 .2 SRE A,.3 BCALE: 1/b".1'-O" A 1 J7 SGALC 1/4".i'^O' A 7.2- OGALC: ,/b'•11-0" - PLAN DETAILS DEVELOPMENT REVIEW COMMITTEE MEETING REVIEW SHEET Date: � 5-1'fP oject Name: ?Vbe'+i"'Z2'S s ` ` Prepared by: U File # " Owners/Applicants/Representatives Present: DRC Members Present: ❑ Project Engineer ❑John Alston, Water/Sewer Superintendent ❑John Vandelinder, Streets Superintendent ❑Jack Coburn, Fire/Inspections ❑ Brian Krueger, Development Review Manager ❑ Bob Risk, Chief Building Official ❑Thom White, Parks Superintendent ❑ Kevin Handelin, Sanitation Superintendent Meeting Notes: D CC Vim/ t�w � z$ 2 S 1 3 y v r �/�� ®. ._-- Y l U '? zqvetl�c 1JQ Mj? a-QVCA 4: P W t� DRC of y A� E goo-'7CC- Valerie Sutton From: Carolyn Poissant Sent: Thursday, January 29, 2015 11:54 AM To: Valerie Sutton Subject: Cattail Properties r.. HI Valerie, I find the calculations they provided very confusing. Could you ask them to submit a simple table showing required parkland and provided parkland, based on total residential units proposed? From what I can tell, the entire sub was approved for 320 units total, requiring 9.6 acres of parkland and they have dedicated 13.69. Is that correct? Carolyn Poissant, MLA,AICP Manager of Trails, Open Space and Parks Design and Development City of Bozeman- Department of Parks and Recreation P.O. Box 1230 Bozeman, MT 59771-1230 Office Address: 415 N. Bozeman Street Bozeman, MT 59715 Office Phone: 406.582.2908 Fax: 406.582.2292 1 Cattail Properties R-3 Jill Prel. Plan PUD & MaSub Prel. Plat ! -3 ® �. .` B-1 - proposed ® .ten XN = a r subdivision of S y N A MMQ, --- a z 5. 08 acres into townhouse IU ••t�p�*. jj +A. .} Y.,. �. ® SA'V/I NNAHST - - � ��' ' M-1 lots, 4 single- household lots and 2 open space ace lots. R-2 " a .� Z14367 , P 14054 N — U — 3 SUBMITT D ' r : •�`r .: 3' • `-;('J{:rA1?11-� � :.. ' 11 -12-1BOIE.�4 1V 130 'MR WWII 7"o ME C f'4 CGMNUNI E} LIE ElOVMl NI Z i1I c This map was created by the i A ^xr ^3 City of Bozeman - - -. Department of Planning and Community Development Intended for Planning purposes wily Legend some layers may not line up p ty.roper Revised: L cts ; Zoning Zing Districts t a r City Limits ; � ' � 1 inch=417 feet ' �' � - -�, • r �, I � , ENGINEERING N E S T S CONSULTING PLANNING • NGINEERING INC DESIGN 204 N.11"Ave. BOZEMAN,MT 59715 406-581-3319 www.gc-i.net 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,509E Enbar Loam,and 510B Meadowcreek Loam. 509E—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 Q� 204 N. 11`h Ave.,Bozeman, MT 59715 (406)581-3319 www.g-a-i.net Page 1 of 1 10 0 USDA United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for • States Department of NRCS Agriculture and other Gallatin County Federal agencies, State Natural agencies including the Resources Agricultural Experiment Area, Montana Conservation Stations, and local Service participants • r,. ; Ile } „ SSS 7 A. UV00,ll i i2_ a mo -140 9! t August 20, 2014 • Custom Soil Resource Report Soil Map c a • 493700 493730 493760 493M 493820 493M 493M 40910 45°47 31'N 450 47 31'N ' �S n tom' , , • x t � ,fit �� ` •, 4 � .�. ' to 1 •y � � Y , r71 6 p, C>�.i. f �f V fhrh r !.�j 5� •. SSE` � is .. ... `: _ W RI A ' -" :°fir; s ,•"., -�, " a X.s y 0 0 45°47 27'N 45"47 22'N 493700 493730 493760 493790 19310 493M 49310 493910 • 3 e Map Scale:1:1,410 if pr'vlbad on A portiat(8.5"x li'j sheet c Meters N N 0 20 40 80 120 /V r 0 50 100 200 300 Map projesbon:Web Maxtor Caner coordinates:WGS84 Edge tics:UTM Zone 12N WGS84 8 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at 1:24,000. a Area of Interest(AOI) ® Y Ston Spot Warning:Soil Map may not be valid at this scale. Soils Very Stony Spot 0 Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause s„r Soil Map Unit Lines of misunderstanding of the detail mapping and accuracy of soil line p Other placement.The maps do not show the small areas of contrasting ® Soil Map Unit Points P P g .- Special Line Features soils that could have been shown at a more detailed scale. Special Point Features (o Blowout Water Features I~ Streams and Canals Please rely on the bar scale on each map sheet for map Borrow Pit measurements. Transportation Clay Spot Rails Source of Map: Natural Resources Conservation Service 0 Closed Depression Interstate Highways Web Soil Survey URL: hftp://websoilsurvey.nres.usda.gov Gravel Pit �r US Routes Coordinate System: Web Mercator(EPSG:3857) , Gravelly Spot Major Roads Maps from the Web Soil Survey are based on the Web Mercator Landfill Local Roads projection,which preserves direction and shape but distorts A. distance and area.A projection that preserves area,such as the Lava Flow Background Albers equal-area conic projection,should be used if more accurate Marsh or swamp . Aerial Photography calculations of distance or area are required. Mine or Quarry This product is generated from the USDA-NRCS certified data as of Miscellaneous Water the version date(s)listed below. 0 Perennial Water Soil Survey Area: Gallatin County Area,Montana ,V Rock Outcrop Survey Area Data: Version 17,Dec 10,2013 .♦j.. Saline Spot Soil map units are labeled(as space allows)for map scales 1:50,000 Sandy Spot or larger. .� Severely Eroded Spot Date(s)aerial images were photographed: Jul 28,2011—Aug 19, Sinkhole 2011 Slide or Slip The orthophoto or other base map on which the soil lines were Sodic Spot compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting of map tin'!betimelaries may be evident. Custom Soil Resource Report • Map Unit Legend Gallatin County Area,Montana(MT622) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 509B Enbar loam,0 to 4 percent 4.9 77.1% slopes 510B Meadowcreek loam,0 to 4 1.4 22.9% percent slopes Totals for Area of Interest 6.3 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils.Within a taxonomic • class there are precisely defined limits for the properties of the soils.On the landscape, however,the soils are natural phenomena,and they have the characteristic variability of all natural phenomena.Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes.Consequently,every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management.These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit.description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management.These are called contrasting,or dissimilar,components.They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data.The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that • have similar use and management requirements.The delineation of such segments on the map provides sufficient information for the development of resource plans. If 10 Custom Soil Resource Report • intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer,all the soils of a series have major horizons that are similar in composition,thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion,and other characteristics that affect their use.On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps.The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas.Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in.the survey area, it was not considered practical • or necessary to map the soils or miscellaneous areas separately.The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management.The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform.An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. • 11 Custom Soil Resource Report • Gafiatin County Area, Montana 50913—Enbar loam, 0 to 4 percent slopes Map Unit Setting National map unit symbol. 56vp Elevation: 4,400 to 6,000 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 37 to 45 degrees F Frost-free period. 90 to 110 days Farmland classification: All areas are prime farmland Map Unit Composition Enbar and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Enbar Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material. Loamy alluvium Typical profile . A-0 to 22 inches: loam Cg-22 to 49 inches: sandy loam 2C-49 to 60 inches: very gravelly loamy sand Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 24 to 42 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Moderate(about 8.8 inches) Interpretive groups Land capability classification (irrigated): 3w Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C Ecological site: Subirrigated (sb) 15-19" p.z. (R044XS359MT) Minor Components Nythar Percent of map unit. 10 percent Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear 12 Custom Soil Resource Report Ecological site: Wet meadow(wm) 15-19" p.z. (R044XS365MT) Straw Percent of map unit. 5 percent Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Silty(si) 15-19" p.z. (R044XS355MT) 510B—Meadowcreek loam, 0 to 4 percent slopes Map Unit Setting National map unit symbol: 56vt Elevation: 4,200 to 5,950 feet Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 39 to 45 degrees F Frost-free period. 90 to 110 days Farmland classification: Prime farmland if irrigated Map Unit Composition Meadowcreek and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Meadowcreek Setting Landform: Stream terraces Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile A -0 to 11 inches: loam Bg- 11 to 25 inches: silt loam 2C-25 to 60 inches: very gravelly sand Properties and qualities Slope: 0 to 4 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 24 to 42 inches Frequency of flooding: None Frequency of ponding: None Salinity,maximum in profile: Nonsaline to very slightly saline(0.0 to 4.0 mmhos/cm) Available water storage in profile: Low(about 5.1 inches) • Interpretive groups Land capability classification (irrigated): 2e 13 Custom Soil Resource Report Land capability classification (nonin-igated): 3e Hydrologic Soil Group: C Ecological site: Subirrigated (sb) 15-19" p.z. (R044XS359MT) Minor Components Blossberg Percent of map unit: 10 percent Landform: Terraces Down-slope shape: Linear Across-slope shape: Linear Ecological site: Wet meadow(wm) 15-19" p.z. (R044XS365MT) Beaverton Percent of map unit: 5 percent Landfonn: Stream terraces, alluvial fans Down-slope shape: Linear Across-slope shape: Linear Ecological site: Shallow to gravel (swgr) 15-19" p.z. (R044XS354MT) 14 • • ., � . a , . • O +� a Q FLOOR AREA RATIOS BY LAND USE 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% Oo©d a oopa pLleopo4 v v o© 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 2257% 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% 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 person place lifestvle I sustaina6ility Ao ao p SITE AREA SUMMARY � TOTAL AREA(SF) %OF SITE poQ6a©ovoo6b9av0ovo4 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% i person o a c a e s t v I e sustaina6ility r+ ENGINEERING CONSULTING PLANNING NGINEERING, INC DESIGN 204 NORTH 11tA AVENUE,BOZEMAN,MT 59715 204 N.11"Ave. BOZEMAN,MT 59715 406-581-3319 WWW.g-a-i.net 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 • 204 N. 11'h Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Q5 Page 1 of 8 i • _ NGINEERING,INC avv�roH�s��s�r 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 Table4. 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. 204 N. 11'h Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net I� Page 2 of 8 • Ol EN �.rr.sm4t.�cn.�.1 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. • _ ._ - ie �~ - -� - PLAT OF GTTAR.tDCftEEK SUBS IOH.^PHASES 2A a 28 I Co E =• .,. _+� ,F sr t°- '.� is #� a � _.�. C\J 05 a ice" rr.. arm J # _. —• !�` t _ ''••�• — _ 1 — — 0 �3 >ell/�13111 a TD&l rl10.% .DVAN Os-- v_ • 204 N. 11" Ave.,Bozeman, MT 59715 Cell:(406)581-3319 www.q-a-i.net Page 3 of 8 ' NES NGINEERING,INC � V'-- \� d Y' f . Figure 1—Lots 3 and 4 and existing storm pond within the IhTA. existing Cattail Creek Plat. ���'r`� t' r ��� r'•' II. Existing Conditions fGG i The Cattail Townhome Project lies south of Cattail Street with Blackbird Drive on the east boundary.The existing land �` �rt^��� �Ir 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 �.• 4 `� (} 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 Cr 1 description of the stormwater path is consistent with the storm water masterplan as defined during the Cattail Creek A.. Subdivision process and as-built plan sheets can be found in the appendix. A post development plan for these two lots �•�,� Q I . was already accounted for in the original Plat submittal and design report complete by TD&H in 2002. 1 r Genesis will verify if that the existing stormwater facilities provide the stormwater management required for the most recent proposed development of the subject lots. >''�F �` '� ^ 1 ` Figure 2— I fr Offsite basin A&Regional basin C _- �-sr I c :., r; r1kl �r�r .'}��+-.-fit •� )r a.� �: "���'t,' Ur r { , J i r r ft • Figure 3—Project specific basins B-1 through B-4 and Regional Pond in NE corner. 204 N. 11'h Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Page 4 of 8 • _ NGINEERING,INC 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) (mini (cfs) (dsl (cfsl 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 Off site 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 15.7 204 N. 11'h Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.a-a-i.net Page 5 of 8 NGINEERING,INC 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) W (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. Regional Pond Minor Drainage System (Subarea C) 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 a 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 ���^ h , difference in peak runoff between the pre-development and post-development design storm of 10 years, hile ponds mustcontain the entire 10-year 2-hour design retention storm 06 a/ volume. All pond side slopes have been sloped to finished grade at 4H:1V. ,0 • a ( ... <�� �- .v Figures 4&5—Existing Pond "C"off of . ! Cattail Drive from TD&H as-builts. 1-3319 www.q-a-i.net Page 6 of 8 NESIS NGINEERING,INC tiaw•9r�•Wasmr a�c,�,..: 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 (cfsl (cfs) Ids) (cftl 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. iH:\1097\001\DOCS\Design\Storm\StormwaterDR.doc 204 N. 11°i Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Page 7 of 8 r NGINEERING,INC Appendix A Calculations Q5 204 N. 11"'Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Page 8 of 8 SEE STOR POND DETAIL' R OFFSIT .LOW FAtS- �r 1 tnwr 1 12 ' •�: 11 10 B B tines 1 \ 1 '° SPACS+� 0'"J� IO' + 19 $ r ` t75,Sf 100D 6 Ep0 S 5F tID0 i K 1 3 s A' `� aT4' 101D \ A d ataze CIO ICi\ i/• 410.24. 14 — / — ---- ----- --- � <\.l lam s EXISTING S• REGIONAL STORM 53 \ 2 3 4 POND(8,900 CF) 14010 s tum SFA tr0o IF �SF PH / t `t room' t0aoe' i % � ,♦ ie>te- ttoa rn. sum PHASE 2A \ glace 55 SF �� �\ PARR IWW F IF 40M r , L --------— 57 �! I i \' j I R,:wO.-aD�c A y� i �\`r' •'� (I a*------- 41-5 �� ,�y> � \•\ •; �. + -7 /� '� �� -SDI � v\\, i (j Lo _ v1 oo�w., i� R i Y - i fl , \ _ __ - - � -__ _ _ • it � CIO N '�! ��"� `' �-� � 1�4 �-J 1 „I S IF SF TAWRM Z L 3 5 \\' -- - - 1 t,' - - j l straw• �� '> � pt�=�N65c�6 i �� s i �L 7.�� .-� i'��i I, �f 7�••.' 7 '��f' -;,.-i`!- r--: J i-. —mug 1 t • 21.IK Pela► 7e+ rr '`�'+!G D� i `\I I J^✓• --`�I Ii ' _ // °le ---�\-- .. ,\ ?7/ 59 AAFEU7. M•K MFED7 1324.E0 too -up / - R D. L59 Hltps 3@AsLoE roc i I j PROJECT BOUNDARY ( IN FEET I /t , 59 \. ^' \t I `II / 1 1 Inch- 100 }L Lil �1 I 11'X1T:1'-200It to 59 --- -- --- - - --- Y \ { ! ?� /> ! Storm Pond Detail 60.5 l�l _ 36R - NOTES: ' � 41I ' ' r ALL EXISTING STREET FLOW CAPACITIES ARE CF`�', 7 _ { , SUFFICIENT TO CONVEY POST-DEVELOPMENT W y T; RUNOFF FROM THE EXISTING DEVELOPMENT SIMULTANEOUSLY WITH THE PROPOSED iSi6%,' UD,STREE 1 HI Pt st . v },;\ ,y DEVELOPMENT WITHOUT INUNDATION OF ANY ' BUILDINGS DURING THE 100-YR STORM EVENT. \\ �- - I I'!. YH - M I I f I - I r i"r / .1 7`�� , U b ,�� it __ 1` __- '�• .. ___-_'I_.O; c . 60.5,� 7 60.5�t .61 61, ` _ I -\p �� T--28 .1 TwrPo ZS 1 24 23, 2�' 1605 63 '-- 61. - ERE `7.5• '� tt GRAPHIC SCALE 1 1 w9 ZO w - - ( IN FEET) ---------- 11'X1T:1=800 S2•,2•' 4�N4 '•o_i. 35. T'S. :H I VERIFY SCALE ' REVISIONS - \ / THESE PRNIfS MAY BE NO. DESCRIPTION DATE BY DRAWN BY:JRM CATTAIL PROPERTIES PROJECT97.001 ER REDUCED.LINE BELOW CHMD.BY:CMW ET NU 1 LtEAs�tEsouEtNCHON PUD PRELIMINARY PLAN SUBMITTAL SHEET NUMBER •�ESISby •np APPR.BY.Cm BOZEMAN MT ORIGINAL duwINc• 20o N.711h Ave. UBSign Bozermn,MT 68716 DATE:10*014 DRAWING NUMBER WDIFY SCALE ACCORDINGLY NGINEERING, INC Planning Phow(406)581,3 OA REVIEW C-3 GRADING AND DRAINAGE BY; HAI 09A0017HCADLSHEET=3.dwq Plotted by dvfs wash w Nov/52014 9 0 OSYMSt9X&d CO�lsal COPI'RIGHT0—ESMEHGWM*IG,N M4 DATE: E ci m a. i �•, r . :, z CD ^cB n _ �,- six t• ="i�• '! I ate- .. I t =Cn 2 nrr `. �qq �• ZO tj - ________---___________ __�___________---- --- . " . . . . m CATTAIL CREEK SUBDIVISION-PHASE 1 a R En m DATE anvox DEM $IONS RECORD DRAWINGS o{�' • BOZEMAN,MONTANA -—DATE'--D N • BYi DATE O SCR ... c THOMAS, DEAN HOSK[NS INC e POND"B"&"C"PLANS AND SECTIONS �TD8cI ;L,E o.ctr nttvc CONSULTANTS f _ AdIlL t-- Typical Values for the Rational C Coefficient (McCuen, Richard H., Hydrologic Analysis and Design, 3rd Ed.,Pearson Prentice Hall; 2005. TABLE 7.9 Runoff Coefficients for the Rational Formula versus Hydrologic Soil Group(A,B.C.DI and Slope Range A B C. D Land Use 0-2% 2-6% 6%' 0-2% 2-6% 6%` 0-2% 2-6% 6%' 0-2% 2-6% 6%' Cultivated land 0.08' 0.13 0.16 0.11 0.15 0.21 0.14 0.19 0.26 0.18 0.23 0.31 0.14b 0.18 0.22 0.16 0.21 0.28 0.20 0.25 0.34 0.24 0.29 0.41 Pasture 0.12 020 0.30 0.18 0.28 0.37 0.24 0.34 0.44 030 0.40 0.50 0.15 0.25 0.37 0.23 0.34 0,45 0 30 0.42 052 0.37 0.50 0.62 Meadow 0.10 0.16 0.25 0.14 0.22 0.30 0.20 0.28 0.36 0.24 0.30 0.40 0.14 0.22 0.30 020 0.28 0.37 0.26 0.35 0.44 0.30 0.40 0.50 Forest 0.05 0,08 0A I 0.08 0.11 0.14 0.10 0.13 0.16 0.12 0.16 0.20 0.09 0.11 0.14 0.10 0.14 0.18 0.12 0.16 0.20 0.15 0.20 0.25 Residential lot 0.25 0.29 0.31 0.27 0.30 035 0.30 033 038 033 0.36 0.42 sizel/8acre 033 0.37 0.40 035 0.39 0." 0.38 0.42 0.49 0.41 OA5 0.54 Residential lot 0.22 0.26 0.29 0.24 0.29 0.33 0.27 0.31 036 0.30 0.34 0.40 size 1/4 acre 0.30 0.34 0.37 0.33 0.37 0.42 0.36 0.40 0.47 0.39 0.42 0.52 Residential lot 0.19 C.23 0.26 0.22 0.26 0.30 0.25 Q29 0.34 0.28 0.32 0.39 • size 1/3 acre 0.28 0.32 0.35 0.30 0.35 0.39 033 0.38 0.45 0.36 0,40 0.50 Residential lot 0.16 0.20 0.24 0.19 0.23 0.28 0.22 0.27 0.32 0.26 0.30. 0.37 size U2 acre 0.25 0.29 0.32 028 0.32 0.36 0.3t 0.35 0.42 034 0.38' 048 Residential lot 0.14 0.19 0.22 0.17 0.21 n.26 0.20 (1.25 (131 0.24 0.29 0.35 size I acre 0.22 0.26 0.29 0.24 0.28 0.34 0.28 0.32 0.40 0.31 0.35 0.46 Industrial 0.67 0.68 0.68 0.68 0.68 0.69 0.68 0.69 0.69 0.69 0.69 0.70 0.85 0.85 0.86 0.85 0.86 0.86 0.86 0.96 0.87 0.86 0.86 0.88 Commercial 0.71 0.71 0.72 0.71 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.88 0.88 0.89 0.89 0.89 0.39 0.89 0.89 0.90 0.89 0.89 0.90 Streets 0.70 0.71 0.72 0.71 0.72 0.74 0.72 0.73 0.76 0.73 035 0.78 0.76 0,77 0.79 0.80 0.82 0.84 0.94 0.85 0.89 0.89 0.91 0.95 Open space 0.05 0.10 0.14 0.08 0.13 0.19 0.12 0.17 0.24 0.16 0.21 0.28 0.11 0.16 0.20 0.14 0.19 0.26 0.18. 0.73 0.32 0.22 0.27 0.39 Parking 0.85 0.86 0.87 0.85 0.96 0.87 0.85 0.86 0.87 0.85 0.86 0.87 0.95 0.96 0.97 0.95 0.96 0.97 0.95 0.96 0.97 0.95 0.96 0.97 °Runoff coefficients for storm-recurrence intervals less than 2.5 years 'Runoff coefficients for storm-recurrence intervals of 25 years or longer OVERLAND TRAVEL DISTANCE IN FEET O o 0 0 0 - ---------- - - -- -- ---- ---- i-- ————————— — Rcl 0 Id C) 0 z —— - - n 0 —--———— ——— �Tl 4O -SLL OVERLAND TIME OF CONCENTRATION IN MINUTES • GEW 1097.001 DATE: 10/24/2014 ENGINEER: 1RM Subarea A -10YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A•(Tc/60)_B (CITY OF BOZEMAN) BASIN AREA PRE= 28 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEV Tc= 60.0 MIN 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 1 100 1.01 0.67 1.01 STORM INTENSITY= 0.64 IN/HR PRE-DEV Qp= 3.58 CFS POST-DEVELOPMENT • BASIN AREA POST= 28.00 AC POST-DEVTc= 60.0 MIN POST-DEV C= O.SS STORM INTENSITY= 0.64 IN/HR POST-DEV Qp= 9.86 CFS H:\1097\001\DOGS\Design\Storm\Sub A-10YR.xls 1 OF 1 PRINTED: 11/5/2014 GEI#: 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea A-25YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 25 YR(DURATION=1) i=A"(Tc/60).8 (CITY OF BOZEMAN) BASIN AREA PRE= 28 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 60.0 MIN 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 POST-DEVELOPMENT • BASIN AREA POST= -28.00 AC POST-DEVTc= 60.0 MIN POST-DEV C= 0.55 i STORM INTENSITY= 0.78 IN/HR POST-DEV Qp= 12.01 CFS H:\1097\001\DOCS\Design\Storm\Sub A-25YR.)ds 1 OF 1 PRINTED: 11/5/2014 GEI#: 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea A-100YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 100 YR(DURATION=1) 1=A•(Tc/60) (CITY OF BOZEMAN) BASIN AREA PRE= 28 AC' STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 60.0 MIN 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 POST-DEVELOPMENT BASIN AREA POST= 28.00 AC POST-DEVTc= 60.0 MIN POST-DEV C= 0.55 STORM INTENSITY= 1.01 IN/HR POST-DEV Qp= 1S.S5 CFS H:\1097\001\DOGS\Design\Storm\Sub A-100YR.)ds 1 OF 1 PRINTED: 11/5/2014 GEW 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea B-1 -10YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A`(Tc/60) (CITY OF BOZEMAN) BASIN AREA PRE= 0.99 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 10.0 MIN 2 0.36 0.6 1.05 5 0.S2 0.64 1.64 PRE-DEV C= 0.20 10 0.64 0.66 2.09 2S 0.78 0.64 2.46 STORM A= 0.64 50 0.92 0.66 3.00 B= 0.66 1 100 1.01 0.67 3.35 STORM INTENSITY= 2.09 IN/HR PRE-DEV Qp= 0.41 CFS POST-DEVELOPMENT • BASIN AREA POST= 0,99 AC POST-DEVTc= 10.0 MIN POST-DEV C= 0.61 STORM INTENSITY= 2.09 IN/HR POST-DEV Qp= 1.26 CFS • H:\1097\001\DOGS\Design\Storm\Sub B-1-10YR.xls 1 OF 1 PRINTED: 11/5/2014 GEW 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea B-1 -25YR MODIFIED RATIONAL METHOD QP=CiA PRE-DEVELOPMENT RAINFALL FREQ= 25 YR(DURATION=1) i=A`(Tc/60) (CITY OF BOZEMAN) BASIN AREA PRE= 0.99 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 10.0 MIN 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 POST-DEVELOPMENT 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 H:\1097\001\DOCS\Design\Storm\Sub B-1-25YR.xls 1 OF 1 PRINTED: 11/5/2014 GEW 1097.001 DATE: 10/24/2014 ENGINEER: 1RM Subarea B-1 -100YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 100 YR(DURATION=1) i=A (Tc/60)-B (CITY OF BOZEMAN) BASIN AREA PRE= 0.99 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 10.0 MIN 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 POST-DEVELOPMENT • BASIN AREA POST= 0.99 AC POST-DEVTc= 10.0 MIN POST-DEV C= 0.61 STORM INTENSITY= 3.35 IN/HR POST-DEV Qp= 2.03 CFS H:\1097\001\DOCS\Design\Storm\Sub B-1-100YR.xls 1 OF 1 PRINTED: 11/5/2014 GEIN: 1097.001 DATE: 10/24/2014 ENGINEER: 1RM Subarea B-2 -10YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A`(Tc/60).g (CITY OF BOZEMAN) BASIN AREA PRE= 3.1 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 10.0 MIN 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 POST-DEVELOPMENT 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 H:\1097\001\DOCS\Design\Storm\Sub B-2-10YR.xls 1 OF 1 PRINTED: 11/5/2014 GEI#: 1097.001 DATE: 10/24/2014 ENGINEER: 1RM Subarea B-2 -25YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 25 YR(DURATION=1) i=A (Tc/60).e (CITY OF BOZEMAN) BASIN AREA PRE= 3.1 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 10.0 MIN 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 POST-DEVELOPMENT • 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 H:\1097\001\DOCS\Design\Storm\Sub 8-2-25YR.xls 1 OF 1 PRINTED: 11/5/2014 GEW 1097.001 DATE: 10/24/2014 ENGINEER: 1RM Subarea B-2 -100YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 100 YR(DURATION=1) i=A (Tc/60).B (CITY OF BOZEMAN) BASIN AREA PRE= 3.1 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEV Tc= 10.0 MIN 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 POST-DEVELOPMENT . BASIN AREA POST= 3.10 AC POST-DEVTc= 10.0 MIN POST-DEV C= 0.61 STORM INTENSITY= 3.3S IN/HR POST-DEV Qp= 6.34 CFS H:\1097\001\DOCS\Design\Storm\Sub B-2-100YR.As 1 OF 1 PRINTED: 11/5/2014 GEI#: 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea B-3 -10YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A (Tc/60) (CITY OF BOZEMAN) BASIN AREA PRE= 1.85 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 10.0 MIN 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 POST-DEVELOPMENT • BASIN AREA POST= 1.85 AC POST-DEVTc= 10.0 MIN POST-DEV C= 0.61 STORM INTENSITY= 2.09 IN/HR POST-DEV Qp= 2.36 CFS H:\1097\001\DOCS\Design\Storm\Sub B-3-10YR.As 1 OF 1 PRINTED: 11/5/2014 GEW 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea B-3 -25YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 25 YR(DURATION=1) i=A (Tc/60).e (CITY OF BOZEMAN) BASIN AREA PRE= 1.85 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 10.0 MIN 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 POST-DEVELOPMENT BASIN AREA POST= 1.85 AC POST-DEVTc= 10.0 MIN POST-DEV C= 0.61 STORM INTENSITY= 2.46 IN/HR POST-DEV Qp= 2.77 CFS H:\1097\001\DOCS\Design\Storm\Sub B-3-25YR.xls 1 OF 1 PRINTED: 11/5/2014 GEI#: 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea B-3 -100YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 100 YR.(DURATION=1) i=A`(Tc/60)-8 (CITY OF BOZEMAN) BASIN AREA PRE= 1.85 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEV Tc= 10.0 MIN 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= 3.3S IN/HR PRE-DEV Qp= 1.24 CFS POST-DEVELOPMENT • BASIN AREA POST= 1,85 AC POST-DEVTc= 10.0 MIN POST-DEV C= 0.61 STORM INTENSITY= 3.35 IN/HR POST-DEV Qp= 3.79 CFS • H:\1097\001\DOCS\Design\Storm\Sub 13-3-100YR.As 1 OF 1 PRINTED: 11/5/2014 GEW 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea BA -10YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A (Tc/60).e (CITY OF BOZEMAN) BASIN AREA PRE= 0.43 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 10.0 MIN 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 POST-DEVELOPMENT • BASIN AREA POST= 0.43 AC POST-DEVTc= 10.0 MIN POST-DEV C= 0.61 STORM INTENSITY= 2.09 IN/HR POST-DEV Qp= 0.55 CFS H:\1097\001\DOCS\Design\Storm\Sub 13-4-10YR.As 1 OF 1 PRINTED: 11/5/2014 GEI#: 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea B-4 -25YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 25 YR(DURATION=1) i=A (Tc/60)-g (CITY OF BOZEMAN) BASIN AREA PRE= 0.43 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 10.0 MIN 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 POST-DEVELOPMENT • BASIN AREA POST= 0.43 AC POST-DEVTc= 10.0 MIN POST-DEV C= 0.61 STORM INTENSITY= 2.46 IN/HR POST-DEV Qp= 0.64 CFS • H:\1097\001\DOGS\Design\Storm\Sub 8-4-25YR.xls 1 OF 1 PRINTED: 11/5/2014 GEI#: 1097.001 DATE: 10/24/2014 ENGINEER: 1RM Subarea BA -100YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 100 YR(DURATION=1) i=A`(Tc/60).e (CITY OF BOZEMAN) BASIN AREA PRE= 0.43 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEV Tc= 10.0 MIN 2 0.36 0.6 1.05 S 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 POST-DEVELOPMENT • 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 • H:\1097\001\DOCS\Design\Storm\Sub B-4-100YR.As 1 OF 1 PRINTED: 11/5/2014 GEI#: 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea C-10YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A (Tc/60)s (CITY OF BOZEMAN) BASIN AREA PRE= 12.17 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 25.0 MIN 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 POST-DEVELOPMENT • BASIN AREA POST= 12.17 AC POST-DEVTc= 20.0 MIN POST-DEV C= 0.61 STORM INTENSITY= 1.32 IN/HR POST-DEV Qp= 9.81 CFS • H:\1097\001\DOGS\Design\Storm\Sub C-10YR.xls 1 OF 1 PRINTED: 11/5/2014 GEW 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea C-25YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 25 YR(DURATION=1) i=A`(Tc/60)_g (CITY OF BOZEMAN) BASIN AREA PRE= 12.17 AC STORM EVENT F STORM i COEFF INTENSITY YR A B IN HR PRE-DEV Tc= 25.0 MIN 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 so 0.92 0.66 1.64 B= 0.64 1 100 1.01 0.67 1.82 STORM INTENSITY= 1.37 IN/HR PRE-DEV Qp= 3.32 CFS POST-DEVELOPMENT BASIN AREA POST= 12.17 AC POST-DEVTc= 20.0 MIN POST-DEV C= 0.61 STORM INTENSITY= 1.58 IN/HR POST-DEV Qp= 11.70 CFS • H:\1097\001\DOCS\Design\Storm\Sub C-25YR.xls 1 OF 1 PRINTED: 11/5/2014 GEI#: 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea C-100YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 100 YR(DURATION=1) i=A (Tc/60)_B (CITY OF BOZEMAN) BASIN AREA PRE= 12.17 AC STORM EVENT STORM i COEFF INTENSITY YR A 8 IN HR PRE-DEV Tc= 25.0 MIN 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 4 POST-DEVELOPMENT 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 H:\1097\001\DOCS\Design\Storm\Sub C-100YR.xls 1 OF 1 PRINTED: 11/5/2014 GEIN: 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea A+C -10YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A (Tc/60).B (CITY OF BOZEMAN) BASIN AREA PRE= 30.17 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 60.0 MIN 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= 3.96 CFS POST-DEVELOPMENT • BASIN AREA POST= 30,17 AC POST-DEVTc= 60.0 MIN POST-DEV C= 0.57 STORM INTENSITY= 0.64 IN/HR POST-DEV Qp= 11.01 CFS H:\1097\001\DOCS\Design\Storm\Sub A+C-10YR.xls 1 OF 1 PRINTED: 11/5/2014 GEW 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea A+C -25YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 25 YR(DURATION=1) i=A`(Tc/60)'e (CITY OF BOZEMAN) BA51N AREA PRE= 30.17 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 60.0 MIN 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 POST-DEVELOPMENT . BASIN AREA POST= 30.17 AC POST-DEVTc= 60.0 MIN POST-DEV C= 0.57 STORM INTENSITY= 0.78 IN/HR POST-DEV Qp= 13.41 CFS • H:\1097\001\DOCS\Design\Storm\Sub A+C-25YR.xis 1 OF 1 PRINTED: 11/5/2014 GEW 1097.001 DATE: 10/24/2014 ENGINEER: JRM Subarea A+C -100YR MODIFIED RATIONAL METHOD Qp=CiA PRE-DEVELOPMENT RAINFALL FREQ= 100 YR(DURATION=1) i=A {Tc/60).e (CITY OF BOZEMAN) BASIN AREA PRE= 30.17 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEV Tc= 60.0 MIN 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 2S 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 POST-DEVELOPMENT BASIN AREA POST= 30.17 AC POST-DEVTc= 60.0 MIN POST-DEV C= 0.57 STORM INTENSITY= 1.01 IN/HR POST-DEV Qp= 17.37 CFS • HA1097\001\DOCS\Design\Storm\Sub A+C-100YR.xls 1 OF 1 PRINTED: 11/5/2014 • • GEM 1097.001 DATE: 10/22/2014 ENGINEER: Jeremy May 6Subarea C - 10Yr Regional Detention Pond NESIS MODIFIED RATIONAL METHOD NGINEERING, INC Qp=CIA Zp4 N,I I T AW. P BMEN .MT III I S J ap65813319 PRE-DEVELOPMENT RAINFALL FREQ= 10 YR(DURATION=1) i=A-(Tc/60)-B (CITY OF BOZEMAN) BASIN AREA PRE= 12.17 AC STORM EVENT STORM i COEFF INTENSITY YR A B IN HR PRE-DEVTc= 25.0 MIN 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 POST-DEVELOPMENT PONDVOLUME: -CONST.RELEASE ,' (CF) BASIN AREA PRE= 12.17 AC �6443 83 POST-DEV Tc= 20.0 MIN TRIANGLE;RELEASE DETENTION (CF) POST-DEV C= 0.61 10540 40. STORM INTENSITY= 1.32 IN/HR AVERAGE VOLUME _^_ (CF) POST-DEV Qp= 9.81 CFS � 8492 12_A OUTLET STRUCTURE DESIGN R ENT167N (CF) POND: Subarea C-10Yr Regional Detention Pond 21914.16' REQUIRED VOL= 8492.22 CF (AVG.B/W CONST.&TRIANGLE RELEASE) 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 H:\1097\001\DOCS\Design\Storm\Sub C-Regional Storm Pond.xls 1 OF 2 PRINTED: 11/5/2014 Subarea C- 10Yr Regional Detention Pond 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 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 20172 PRINTED: 11/5/2014 Typha Court Asphalt&Concrete 55119 sf Roofs .28863 sf Total 83982 sf North of Cattail Asphalt&Concrete 5666 sf Roofs 5523 sf Total 11189 sf Cattail L= 837 Road 35991 Sidewalk 4185 Total 40176 sf Blackbird L= 610 Road 20130 Sidewalk 6100 Total 26230 sf Local ROW L= 340 Road 10540 Sidewalk 3400 Total 13940 sf Alley wide 1= 408 Road 12648 Sidewalk 4080 Total 17136 Alleys 19480 Townhomes 62601 sf Drives 22440 sf patio 5737.5 sf back patio 4896 sf Total 95674.5 sf Total Impervious 308557.5 sf 7.083506 J Trails 1500 gravel 0.034435 Total Acreage 12.17 C value Impervious 7.0835055 0.9 Grass 5.0864945 0.2 • Park 3.6 0.2 Total Area 15.77.77 Weighted :;y0:5144232 Alley Worksheet for Irregular Channel Project Description Project File h:\1097\001\docs\design\storm\streetfl.fm2 Worksheet 22'alley Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Channel Slope 0.010000 ft/ft Water Surface Elevation 0.33 ft Elevation range: 0.00 ft to 0.33 ft. Station (ft) Elevation (ft) Start Station End Station Roughness 0.00 0.33 0.00 22.00 0.016 11.00 0.00 22.00 0.33 Results Wtd. Mannings Coefficient 0.016 Discharge 10.14 cfs Flow Area 3.63 ft2 Wetted Perimeter 22.01 ft Top Width 22.00 ft Height 0.33 ft Critical Depth 0.35 ft Critical Slope 0.006539 ft/ft Velocity 2.79 ft/s Velocity Head 0.12 ft Specific Energy 0.45 ft Froude Number 1.21 Flow is supercritical. • 11/05/14 FlowMaster v5.17 06:04:36 PM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 32 Street Flow - one side only Worksheet for Irregular Channel Project Description Project File h:11097\001\docs\design\storm\streetfl.fm2 Worksheet 32'Street Flow Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Channel Slope 0.006000 ft/ft Water Surface Elevation 100.00 ft Elevation range: 99.50 ft to 100.00 ft. Station (ft) Elevation (ft) Start Station End Station Roughness 0.00 100.00 0.00 16.10 0.013 16.00 99.50 16.10 100.00 Results Wtd. Mannings Coefficient 0.013 Discharge 13.90 cfs Flow Area 4.03 ft2 Wetted Perimeter 16.52 ft Top Width 16.10 ft Height 0.50 ft Critical Depth 100.04 ft Critical Slope 0.003894 ft/ft Velocity 3.45 ft/s Velocity Head 0.19 ft Specific Energy 100.19 ft Froude Number 1.22 Flow is supercritical. 11/05/14 FlowMaster v5.17 06:05:41 PM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 40' Street Flow - one side only Worksheet for Irregular Channel Project Description Project File h:\1097\001\docs\design\storm\streetfl.fm2 Worksheet 40'Street Flow Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Input Data Channel Slope 0.012000 ft/ft Water Surface Elevation 100.00 ft Elevation range: 99.40 ft to 100.00 ft. Station (ft) Elevation (ft) Start Station End Station Roughness 0.00 100.00 0.00 20.10 0.013 20.00 99.40 20.10 100.00 Results Wtd. Mannings Coefficient 0.013 Discharge 33.27 cfs Flow Area 6.03 ft2 Wetted Perimeter 20.62 ft Top Width 20.10 ft Height 0.60 ft Critical Depth 100.14 ft Critical Slope 0.003410 ft/ft Velocity 5.52 ft/s Velocity Head 0.47 ft Specific Energy 100.47 ft Froude Number 1.78 Flow is supercritical. 11/05/14 FlowMaster v5.17 06:07:14 PM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 South Swale Worksheet for Trapezoidal Channel Project Description Project File h:\1097\001\docs\design\storm\streetfl.fm2 Worksheet South Swale Flow Element Trapezoidal Channel Method Manning's Formula Solve For Discharge Input Data Mannings Coefficient 0.030 Channel Slope 0.007500 ft/ft Depth 1.00 ft Left Side Slope 4.000000 H :V Right Side Slope 4.000000 H :V Bottom Width 2.00 ft Results Discharge 18.01 cfs Flow Area 6.00 ftz Wetted Perimeter 10.25 ft Top Width 10.00 ft Critical Depth 0.83 ft Critical Slope 0.016909 ft/ft Velocity 3.00 ft/s Velocity Head 0.14 ft Specific Energy 1.14 ft Froude Number 0.68 Flow is subcritical. 11/05/14 FlowMaster v5.17 06:07:36 PM Haestad Methods, Inc. 37 Brookside Road Waterbury.CT 06708 (203)755-1666 Page 1 of 1 • • r • . � IICI r^ 1 • � 1 -• / `. rz[�cys.rn• � B-• s *. •� F+ r R . _ d c�, r k CITY LIMITS t z SUBJECT sm PROPERTY 41 j S CITY LIMITS ftik:jF H•� r. µ_ s•f � P� !` ¢ x ►�"���. Rom. y L I~I`IESIS CATTAIL PROPERTIES a ENGINE�ERIN ANC �,• CITY LIMITS & ZONING NI C.22 — C.23 CLIENT: A FIELD WORK: DATE:09/2014 PLOTTED DATE: Auq/20/2014 — 09:02:12 am Ili! DRAWN BY: JRM SCALE:NTS DRAWING NAME: H:\1097\001\ACAD\EXHIBITS\C.22.dwg CHECKED BY: PROJ :1097.001 1 SHEET OF PLOTrED BY:d ram movi • � • • • P ., } _ 'Wd --Phases 2A&213 :04.V Its W -- —o tent----�.85' -s�-f--- 140M icated Parkland ' Phase 1 Cattail Creek Sub. 1 'Ort•TP' I '�R•m, Carryover Dedicated Paddand 1 1 B ' 1 1107¢ I . I B LEGEND I 1 tION s ++ s' tlBat s 1 so!W 1 I�Q I m'SIREW i 30Ms ' I le '= Em0 s tt +dms s esre s 1 2 I Cattail Creek Sub-C.C.S. 3.693 acres i 1 I 1 -4 1 aaas SF , ' 1 I Project proposed Onsite 1 s B s e , 1 I I=1s tmle Sir = two sr On 3 1 1455 s ., 2 I 1 1 ; Parkland. (Lots 3 &4 C.C.S.) 1 191"4m s B i Area = 0.368 acres 1 ° tmm SF $ Iwo s ow Sr 121197 s 9.976 acres 1 - oo I I I I ,,° ► 1 i ! I 1 5 ' Previously Dedicated Parkland ® 3 aao ALP I aom MIEY 02440 JfY� 1 � ' 5 IB aW 3 ZING s II.S, 1we SFto 6 ' I S ! allocated to Lots 3 &4 (C.C.S.) I Bi ealm• Phase 2A&2B Cattail Creek Sub. , --'- -- - 1 - ' PRIVATE Area = 2.136 acres Dedicated Partdand 1 I J l6�1_ R N 14 C t OPEN a I �' 11� _,� SPACE B I � '°� � 1 1 - - - - �' ; Phases 2A&26 of C.C.S. Total Parkland Area=13.669 acres 1 4 J. 1 a , /= i4/ �i ® Total Parkland Dedication. 42'3211F -25&I -' 1 �.' Area - 9.976 acres . 1 9 ( 10M SfCATI/uL CREEK PHASE+I ' L_,V neK war �+e Istr lid,: BLOCK B I j xc pm4sa4 sr { 14s54, p 1 ipUSUC PARK B I ; I 1 L0T 1 m� B ti7 ' i 1 Parkland Available How Parkland is Used 1 I MIN.SUB.NO. 145 dw1T 1 < Phase 1 of C.C.S. to Lots 3 &4 C.C.S. 1 I 11 I � t � �10`0N I 1 Proposed Project SPA B ,• Parkland Dedication Carryover. 16m sRequired Paddand s YProPosed Projectaatou � � 1; i Area 3.693 acres Onshe ParMana a 1 4e&7Y 12 0.368acres i $---- a-- 141, g. UMW M T 1 1 I y 1 i Im°.m. 1 1 10 G ' 1.320 acres 1 t 1 I 1 I 10.4.ss I a&WSF I I 1 2 9 5 B 1 I gs0ele� 4 1 airs s' !KM sT ti 9315 s 11335 sT I�';� Ia17E sc pys slow MLV $ 141m s ar 1a , sav4e'aet a nr &107 50P{0.OB'E ) Mr�+g4 1 zzz 2 1 , I 10105 sr I I L9 xua4¢ ' I I 12 11 10 9 B 7 1 \ \ �4tN - lAIOmA 2.136 acres 1 1 mm s ,, am spell c 1.184 acres I sev4eoe E d 1s IBM sv m I 1 lain s aim s UM s 010 s m00 s &,4 \ t Nm Or I z 1 1 410.24 C+o ` ill 5 /- W $ � S ,�-@Ai1C$�t—-_JBt¢/O aLL_kiUE-—- 8 a.+m.o7 � j ` I� � s01ms j I 41 --- �� ,\ �\�'-'\ 1EoUsr i -/- Provlousy Dedicated 14 §4f 1 NX W. Parkland Exccess Paddand 1 QI 1 1 \ Total Area=2.504 acres Total Area=2.504 acres i �,'° I 1 ,,;,s HOW S „aa o s 140M g \•\ \' ! /- ' 1 ' 1 PHA 219 , I y 4 I 124.0• 1 `1 moo- +moo' i As shown in the Park Dedication Calculations in Tab P,this development(known as Cattail Properties)meets 1 : 0oraa s i I sas4e as G sm4fotE as /� Article 27,Park&Recreation Requirements,using the existing dedicated parkland. Since the proposed I j �ti0 PHASE ?A �' '- `, + L development is comprised of the existing Lots 3 and 4,and they are part of Phase 2A&28 of the Cattail I ' 1 B @ < Creek Subdivision,parkland was previously dedicated for benefit. According to the filed plat for Phases 2A ma's j 4s m 40M SIF and 2B,approximately 9.976 acres of parkland were dedicated at that time. Adding to that,the 3.693 acres of additional dedicated parkland that carried over from Phase 1(as described in Staff Report P-02023)brings the total of previously dedicated parkland to 13.669 acres. Ste's Using the subdivision's current zoning and the current or existing unit counts,a total number of 320 units i ��- ---J for Phase 2A and 2B was 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 phases. Using that percentage, I a Cattail Properties is allocated 2.136 acres of the previously dedicated parkland. Per Article 27,the proposed 1 ----- m' ----- / <;"qz loc" , u SCHEER.µn?EO SMOV Cattail Properties development needs a total of 1.320 acres of dedicated parkland,leaving 0.819 excess i s I — 0 1 t111A..,PAM 51 acres of offsite dedicated parkland that can be used to calculate PUD performance points. 1 I z e - a R The proposed Cattail Properties siteplan also includes an additional 0.368 acres of newly dedicated parkland I MU~SF i \ sue«s in addition to the excess 0.819 acres of previously dedicated parkland,bringing the total to 1.187 acres of j excess parkland. To calculate the PUD performance points,the percentage of the net project area that is 1�„ \, etT - \ I ' ,' provided as publicly accessible open space was calculated. The 1.187 acres of publicly dedicated parkland I a `� °m" ° 1 eDJ01 comes to 29.5°�of the 4.03 acres of net project area. The equation for calculating PUD Performance Points j �� 1 I — — —1 105 cRAPHIp SCALE52,a 195 is 29.5%x 1 Y.points per percentage which yields 36.9 performance points. Therefore,based on the I � ?°aa - _ d at IN Vim) • parkland dedication and the reduced density,the proposed project has a total 37 PUD performance points. wM v �a r,n, IIIIINIIIU�IIIUIII® 1 lamb' '°° R l my I ur, � 60' SW41'44"W K.gyp, 1324 J! xW x as 11� 11'X17':1=2/0 n a...,.,n D.Mt7DT. VERIFY SCALE REVISIONS RAWN BY.JRM PROJECT NUMBER ,REEF I•RIMaNAY 6E NO. DESCRIPTION DATE By CATTAIL PROPERTIES 1097.001 RE DUCE°.1JNE B110. CHK'D.BY:CMW SHEET NUMBER ,rFwauaEs ara:ww oN APPR BY: owawu oaAYn,m. 131ga1eedlq BOZEMAN MT _ Cv NESIS ,yp0tg 204 N.11th Ave. DATE:D42014 DRAWING NUMBER Dudyn Bnzeman,MT 59715 ~~ WaIR'3C LLE ACCOROIN°LY Planning NGINEERING, INC BY:Phone:(406)581-3319 O.A.REVIEW PARKLAND CALCULATIONS PARK x:110971oo11ACADIEXHIBnsVParkland1ExhlbROWQ Plotted w Chris waslaon1116rzn154:27PM J 76t ��alaa,YH11'taa�adf bamittmfro�aHr°eEaEasEc„EEa«,.IH�aos DATE:—� NESIS NGINEERING, INC R> ALianiaBoa$,�,S�n�asaj�ar�i,em� Park Dedication Calculations Cattail Properties r 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&2E 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/acre Net 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) s H:\1097\001\DOCS\PUD Submittal\working folder\Parkland Dedication\park dedication calcs-NEW.xIs • • � • s � 7 II � ti II1 FL _ L — PL 1 I 1 777 — "V a \ t I 'Y' uy I I I I I Y�W - W j Ul I I 1 ' 1 • i 1 1 t t a 1 \ \I 1 n r e'dvlwwtx _ PL \ to y ,esa r D'STREET'A'• a- I ass. v aw Gti III k- \ I I � •" i �� 'r N ,G I o Y ja II — PL — / Ll PL J � N I `�' I Imo• I r'�;i II A121--t . � 1 u D ALLEY'B'°D ( a II y MD 'a \ M e iv II >1PL � I m � ♦ P�' / cc XT rn .'Aw fin.\T�J 1 1 • BLACKBIRD DRIVE I 1 oaf rn \ a a ♦ u u \ 1 / DIOt xl inl m7o IOI�;D101 t7 t ° 1 77 wZ oN 7 i non w y Z zAnOmDD�D C1op'!' 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Luminaire Schedule Calculation Summary Symbol Label ally Arrangement Description Lum.Lumens LLF Lum.Watts Arr.Watts Total Watts Label GaIcTyps Units Avg Max Min Avg/Min MlodMln PtSpcLr PtSpeTb -M SL3 2 SINGLE ALTV35'801,41K Salt 0.850 712 71.2 142.4 All CalcPts Extending Out To Zero Fo Illuminance I Fe 0.35 2.9 1 0.0 N.A. NA 10 10 - PS2-NFO 5 SINGLE ALT2P35-60L4K-NF0 5750 0.850 71.3 71.3 366.6 - PS3-NFO 12 SINGLE ALT3P35$0L4K-NF0 5762 0.850 712 71.2 864.4 ,.T1BS LISrt INFfslcNe(POM NLx,RED ORIE Tro N,MOU�Eo9roTxea3TO NSHDE EEmOMI EOELAILSPRormEoxEREoxesEREPRooRcf SLYAse,+soAu)ETro E Freln oFw,noNsnurerx rAFFFarPREwc,EO PERFORMANce vRlaR =1i P33 2 SINGLE ALT3P35-BOL4K 6611 0.850 71.2 71.2 142.4 CRITICAL SIZE INFORMAIgNrP01E LOCATONS OR ENFAnON MOUNTNn NEIGxf.ETC)3N0UlD 0E COOROINTEDxnx>xE COmxAC10aAIm10R 3PWIRER RE3PON51 LF Fpi T„E PIIOJECT. TOINSTALUTrox, LUMIRMRE MTAISlE3TEDT0INWSTRY STANDNtDS UxOER L,SOIUTORYCONDIOOx3.OPEAAnNO WLTAOEAND HORMM WWUFACTURIND TOLERANCES OFIAMP,BML,ST,MID LUMIxAIRE MAYAFFfCTFIFLDRE3ULT6. 3.CONFORMANCETOFAC CODEANDOTNERLOCMREOUMEMEMSISTRERESPO IILx OFTNEOYMERANDro EO ERSREPRESEMA , LE REVISED FROM DPAYANG NUMBE1gS)', Op BY: GATE: CNx 9Y: PHOTOMETRIC PLAN E NueeELL ® MY 11-6-14 NrA REU.BY: SCME: CATTAIL PROPERTIES „xlbe uo tma mo AS NOTED Tot MIusxeMM a qI. Duo%: oRAYAxclofslcx No: KIM LIGHTING-ALTITUDE SERIES 01OW .sc 2900 N/A 1472241 ALT60 ALTITUDE' LED •� KIM LIGHTING 8/19/14 a kl_alt60_spec.pdf Type: Approvals: Job: Catalog number: Mtg. Fixture Electrical Module Finish Options See page 2 I See pages 3-5 Ordering Example:1SA/ALT3P35/60L5K277/WH/A26 Date: Select pole from Kim's Arms and Poles Selection Guide. If pole is provided by others indicate O.D.for arm fitting. Page: 1 of 6 Seeifieations Housing: One piece, low copper, aluminum extrusion is mechanically p 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 ALT60 ada for or a horizontal slipfitter. A solid barrier wall separates the optical Approx.Wt.=27 lbs. and electrical compartment for thermal control.Electrical compartment and end cap covers are securely fastened with with two hinges and a single latch at eacf� 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 m3 --I producing incredible uniformity and visual comfort This PicoPrism optic (1B7m4 93m4), ( m) I 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 (s,m2; _T modules are fastened to the body of the luminaire across the center as well Tas around the perimeter. 17• Electrical Compartment:Available in voltages from 120V through 480V (432 mm) @ 50/60Hz.Class 2 output with power factor >0.9 at full load in s,ea� accordance with the National Electrical Code, ANSI/NFPA 70. Integral • `' Adapter IOkV surge suppression protection standard. To address inrush current, slow blow fuse or type C/D breaker should be used. All electronic TOP 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-400C 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 reinforcin&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 BOTTOM 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 wireconnections, . a terminal block is mounted in the arm cavity and accessible behind the SIDE 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 (,o4s , 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 3 m) powdercoat finish. Standard colors include (BL) Black, (DB) Dark Bronze, (9 FRONT (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, H JBBELL�. state and/or local electrical codes, Failure to do so may result in serious ' US Patent Numbers D674,950 S and D674,965 S. personal injury. HuseELL LIGHTING.INC. Other Patents Pending. KIM LIGHTING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. @ 2014 KIM LIGHTING-16555 EAST GALE AVENUE,CITY OF INDUSTRY,CA 91745-1788-TEL:626/968-5666-FAX:626/968-5716 A 0 ALT60 ALTITUDE'"LED ISM LIGHTING 8/19/14 • kl_aIt60_spec.pdf Type: Job: Page: 2 of 6 P6111111111111 Mounting 3SY configuration 1W -40111111111�� uration is available for round poles only. Cat. No.: 111 SA ❑2SB ❑2SL O 3ST ❑3SY ❑4SC ❑1 SW EPA(Effective Projected Area) ALT60 0.58 1.17 0.91 1.50 1.50 1.66 n/a Fixture ALT x P x Cat. No. designates fixture and light distribution. FALT_ousing: FOPicoprism ic: Altitude "" Distribution: Current: • ❑ 1 = Type I ❑ R = Type R Right ❑ 35 = 350 mA ❑ 2 = Type II ❑ L = Type L Left ❑ 70 = 700 mA ❑ 3 = Type III ❑ 4 = Type IV ❑ 5 = Type V Light Distribution: Lwi WJ TYPE I TYPE II TYPE III TYPE IV TYPE V TYPE R TYPE L Forward Square Right Left Throw Electrical Module x x x rO6OL rce: Color Temperature:' Voltage: = 17"W x 231/z"L ❑ 2K = 580nm Amber-2 ❑120 =120V ❑ 3K = 3000K ❑208 =208V ❑ 4K = 4000K 11240 =240V ❑ 5K = 5000K ❑277 =277V ❑347 =347V ❑480 =480V For custom optics and color temperature configurations,contact factory. ZTuRIe Friendly. 0-10V Dimming Interface 0-10v Dimming Interface - Driver has 0-10v dimming Standard Input Black + interface with a range of 10-100%. Is capatible with White - most control systems. Note: Not compatible with Green GND . current sourcing dimmers. Controls compatible via GrayDimmin Lead - Gray and Purple dimming leads. Always consult with Fixture Purple Dimming Lead(+) control company for compatibility. Hosing 3omAMax ©2014 KIM LIGHTING•16555 EAST GALE AVENUE,CITY OF INDUSTRY,CA 91745-1788•TEL:626/968-5666•FAX:626/968-5716 ALT60 ALTITUDE'"LED MM LIGHTING 8/19/14 • kl_alt60_spec.pdf • Type: Job: Page: 3 of 6 1WOptional Features Finish Color: Black Dark Bronze Stealth Gray Platinum Silver White Custom Color' TGIC powder coat. Cat. No.: ❑BL ❑DB ❑SG ❑PS ❑WH ❑CC 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: Wall Mounting The Altitude'" easily mounts to the wall. A cast Cat. No. 1SW aluminum wall bracket is attached to the wall over the junction box. Bolt the Speed Mount to Cover Plate M" Select from Mounting the cover plate. Then install the assembly over 6'�o'x 11'/z" on page 2. the wall mount bracket. Side the luminaire into i d 11'/z" place for hands free wiring and finishing. ter (��mm, Splice �, Access 5 W cover (immm) 4/a" poe mm) a14m n9mm) 105/8' 83/4' (nomm) zz2mm) Mounting Plate 3/4' • (7o mm) Fusing (internal only): High temperature fuse holders factory installed inside the fixture Cat.'No. (see chart housing. Fuse is included. at right) Cat. No.: ❑SF for 120, 277 and 347 Line Volts ❑No Option ❑DF for 208, 240 and 480 Line Volts Lenses One-piece flat glass or polycarbonate lens slips into reveal. Cat. No. ❑FGL Extra silicone gasketing will be provided to retain a clear (Glass) optical compartment. (Only available for 350mA systems). ❑FPL CAUTION: Use only when vandalism is anticipated to (Polycarbonate) be high. IPW" ❑No Option Polycarbonate Lens Neighbor Friendly Optic: Integrated Neighbor Friendly Optic on each PicoPrism'' module Cat. No. ❑NFO to completely control unwanted backlight. Most effective with ❑No Option Type III and IV distibutions. a M TYPE III-NFO TYPE IV-NFO Warranty 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. ©2014 KIM LIGHTING•16555 EAST GALE AVENUE,CITY OF INDUSTRY,CA 91745-1788•TEL:626/968-5666•FAX:626/968-5716 ALT60 ALTITUDE'" LED MM LIGHTING 8/19/14 • kl_alt60_spec.pdf • Type: Job: Page: 4 of 6 Optional Features Horizontal Slipfitter Mount Replaces standard mounting arm with a cast aluminum Cat. No. ❑HSF fitter to adapt to a horizontal 1 Y4" to 2" pipe-size ❑No Option mounting end (1%" to 2%' OD). The casting has a +/- 5° adjustment to accommodate davit arms that are not horizontal. Horizontal Slipfitter for 1 1/4"to 2"Pipe-Size Mount Vertical Slipfitter Mounts Allows fixture or fixtures with standard mounting arm to mount to a pole with a 2" pipe-size Cat. No. includes Mounting tenon (2%'OD).Minimum 4"tenon length required. Cat. No. (See right) Specify configuration (1 SA, 2SB, 2SL, 3ST, 3SY, 4SC) 4" round or square aluminum with flush ❑No Option cap. Finish to match fixture and arm. NOTE:3Y only available on round slipfitter. Cat. No. Cat. No. Mounting Configuration El VSF-11 SA El VSF-2SB - ❑SVSF-1 SA �° 1 SA- single arm mount • El VSF-2SL ElSVSF-2SB 2SB - 2 at 180° ❑VSF-3ST ❑SVSF-2SL 2SL - 2 at 90° El VSF-3SY ElSVSF-3ST 3ST - 3 at 90° ❑VSF-4SC 3SY - 3 at 120° Round ❑SVSF-4SC Square 4SC- 4 at 90° Photocell Receptacle Fixture supplied with a fully gasketed rotatable receptacle .r Cat. No. ❑A26 above the electrical compartment for NEMA twist-lock base r ❑No Option photocell (By-Others). For multiple fixture pole mountings, one fixture has the receptacle to operate the others. Receptacle Time Clock Relay Time Clock Relay - An intrgral relay and dimming circuit is provided at the voltage of the Cat. No. ❑TCR luminaire for contact from a time clock by-others.The Time Clock tells the relay to switch to ❑No Option 50%dim. Occupancy Sensor Occupancy Sensor up to 16' - Outdoor occupancy sensor with 0-10v interface dimming up to 16' control mounts directly to the underside of the luminaire. Wide 360° pattern. Module colors Cat. No. ❑SCL available Black, Gray, and White. ❑No Option Occupancy Sensor Occupancy Sensor up to 30' - Outdoor occupancy sensor with 0-10v interface dimming up to 30' control mounts directly to the underside of the luminaire. Wide 3600 pattern. Module colors Cat. No. ❑SCH available Black, Gray, and White. ❑No Option • ©2014 KIM LIGHTING•16555 EAST GALE AVENUE,CITY OF INDUSTRY,CA 91745-1788•TEL:626/968-5666•FAX:626/968-5716 ALT60 ALTITUDE'"LED ISM LIGHTING 8/19/14 • kl_aIt60_spec.pdf Type: Job: Page: 5 of 6 1WOptional Features Round Pole-Mounted Round Pole Mounted Occupancy Sensor up to 16' - Outdoor occupancy sensor with 0-1 Ov Occupancy Sensor interface dimming control mounts directly to the underside of the luminaire. Wide 360* up to 16' pattern. Module colors available Black, Gray, and White. Module is cut for round pole Cat. No. ❑SCL-R mounting. Pole diameter needed. ❑No Option Ordering Example:SCL-R4*/277**BL*** *Pole Diameter,"Voltage,***Color Square Pole-Mounted Square Pole Mounted Occupancy Sensor up to 16' - Outdoor occupancy sensor with 0-1 Ov Occupancy Sensor interface dimming control mounts directly to the underside of the luminaire. Wide 360* up to 16' pattern. Module colors available Black, Gray, and White. Module is cut for round pole Cat. No. ❑SCL-S mounting. Pole diameter needed. ❑No Option Ordering Example:SCL-U277**BL*** **Voltage,***Color Round Pole-Mounted Round Pole Mounted Occupancy Sensor up to 30' - Outdoor occupancy sensor with 0-1 Ov Occupancy Sensor interface dimming control mounts directly to the underside of the luminaire. Wide 3600 up to 30' pattern. Module colors available Black, Gray, and White. Module is cut for round pole Cat. No. ❑SCH-R mounting. Pole diameter needed. ❑No Option Ordering Example:SCH-R4*/277**BL*** *Pole Diameter,"Voltage,***Color Square Pole-Mounted Square Pole Mounted Occupancy Sensor up to 30' - Outdoor occupancy sensor with 0-1 Ov Occupancy Sensor interface dimming control mounts directly to the underside of the luminaire. Wide 360* up to 30' pattern. Module colors available Black, Gray, and White. Module is cut for square Cat. No. ❑SCH-S pole mounting. ❑No Option Ordering Example: SCH-S/277**BL*** "Voltage,***Color Wireless Control In fixture WiHubb® wireless control module features on/off/variable and step dimming, SNAP Cat. No. ❑WIH-M protocol mesh network,AES-128 encryption detection,occupancy sensor interface and intuitive, ❑No Option user-friendly software. The most comprehensive and up to date information can be found at http://www.hubbel I-automation.com/products/vvi hubb_i nfixture_module/. Wireless Control Hubbell Building Automation's wiSCAPETm Fixture Module is a bidirectional wireless RF device Cat. No. ❑WSI-M that allows an individual fixture to be managed, monitored and metered.The wiSCAPE Fixture ❑No Option 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. Additional information on controls can be found at http://www.hubbelllighting.com/solutions/Controls/ ©2014 KIM LIGHTING*16555 EAST GALE AVENUE,CITY OF INDUSTRY,CA 91745-1788*TEL:626/968-5666*FAX:626/968-5716 ALT60 ALTITUDE'"LED ISM LIGHTING 8/19/14 • kl_aIt60_spec.pdf Type: Job: Page: 6 of 6 Spectroradiometric Projected Lumen Maintenance 3000K Average 4200K Average 5100K Average mA 50,000 his 100,000 hrs Correlated Color Temp.CCT(K) 280OK-3175K 380OK-4600K 460OK-5600K 350 N/A N/A 700 93.62% 89.99% Color Rendering Index(CRI) >_75 >_70 >_65 Power Factor >.90 >.90 >.90 Electrical-Drive'Current @350mA. Electrical-Drive Current @700mA Volts-AC Amps-AC System Watts Volts-AC Amps-AC System Watts 120 0.58 70 120 1.18 141 208 0.34 70 208 0.68 141 240 0.29 70 240 0.59 141 277 0.25 1 70 277 1 0.51 141 347 0.20 1 70 347 1 0.41 141 480 0.15 1 70 480 1 0.29 141 I 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 UR Q 3000K N/A B3 UO G3 B2 UO G2 Bl UO G2 BO UO G2 BO UO G2 B2 UO G2 B2 UO G2 tQ 4200K N/A B3 UO G3 B2 UO G2 61 UO G2 B1 UO G2 BO UO G2 B3 UO G2 B2 UO G2 M 5100K N/A B3 UO G3 B2 UO G2 B1 UO G2 Bl UO G2 BO UO G2 B3 UO G2 B2 UO G2 4) Absolute Lumens U Temperature TYPE 1 TYPE 2 TYPE 3 TYPE 3 NFO TYPE 4 TYPE 4 NFO TYPE 5 TYPE UR 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 I 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 UR Q 3000K N/A 83 UO G3 B2 UO G3 B2 UO G3 81 UO G3 BO UO G2 B3 UO G2 B3 UO G3 E 0 4200K N/A B3 UO G3 62 UO G3 B2 UO G3 B1 UO G3 BO UO G3 B4 UO G2 63 UO G3 0 n 51001K N/A B3 UO G3 B2 UO G3 B2 UO G3 61 UO G3 BO UO G3 B4 UO G2 B3 UO G3 r C d Absolute Lumens L U Temperature TYPE 1 TYPE 2 TYPE 3 TYPE 3 NFO TYPE 4 TYPE 4 NFO TYPE 5 TYPE UR 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 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. ©2014 KIM LIGHTING-16555 EAST GALE AVENUE,CITY OF INDUSTRY,CA 91745-1788-TEL:626/968-5666-FAX:626/968-5716 46 COLORED LINES SHOWN ARE 250' IN LENGTH AND / / /> DEPICT LAYING LENGTH OF LOT 6 HOSE FROM EXISTING OR BLOCK 17 PROPOSED HYDRANTS. 5��� .--'% ". a \\ PARK E /�i / a \ �\ ���\ \\ CATTAIL CREEK SUB / /�/ $ /�i / e '•/ 4 \ \ \\ 111 11\1 41 It I Ij III I II � f II II \ \ / Z 1 II > II O I I I I �'II Ij / I_ I _ __ 1 m HY1.11 LOT 2 1 l l BLOCK 10 — — _ BW I- —8B5W5 BW cC!`Tlnr:l nBWTs( {fB I { 8 { B I' I aY — BN I I IPUD STREE 855 BSS _ ass-7 I II IIIIII — _ _ � � 1: I • I II s I — —E N I�( iL� I eE;—�. I,E•� I'rt-1!T,r. �.,r.11 I-�la r. I 8 j�v I EZ :�� �,. IIlI t, ; I. I::I I F�l PARK N i E%ISnNG GRAVEL TRAIL I NNN ATTAIL CREEK SUB �1 D 5 , VERIFY SCALE REVISIONS DRAWN BV:JRM PROJECT NUMBER THESE PRINTS MAY BE NO. (DESCRIPTION DATE BY \ CATTAIL PROPERTIES REDUCED.LINE BELOW I CHK'D.BV:CMW 1097.001 MEASURES ONE INCH ON PUD PRELIMINARY PLAN SUBMITTAL SHEET NUMBER ORIGINAL DRAWING. 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DOAS � - -/ _I- ___=.__-�+---IIII � IIf II I I III I I I ONNECT TO STING \ � \ \\ UN ERGRWND Im TES INST - 0 \ � 3' / - 30Uf1UttEASEMEM II II I1 ie rG NIP / ry� NCR SDEWA�; W I IIII I II II I p I IN I « A` F SE �5 INSTALL y ER DOB- III 4' �.� DETAIL NO. 7A Vw _US1L1tt SENT NTS INSTALL 189 LF OF B'PVC ;SfRADII FI _ - I�-- — INSTALL FIRE HYD INSTALL 2"LF OF S'PVC SEWER MAIN INSTALL ATE OFIIN I DRIVEWAY IGM I ��/ti'{I fl II /� 0.1.WATER 1N —�T IR1-IA-NGLES TYP� LOT 2 7 p r 2T TBC TO TBC / DSTIA'4R3�NF @' BLOCK ,o Ir I NSTALLS TEE r T I` INSTALL OGLE OF p - I I III I I I I , I I \ i I I I I SEVER MAIN I a�I INSTALL'TIRE RAM INSTALL a'TEE I; _m I i �` I II I 1I I I IA I I I II I �ICOP-1 TO E%I511N09''1 wA R S IN 8 I 8 W I W I e✓ S W I S SIN AMAIN TH 8'J(9'156 I—I Z INSITA II ED RAMPS IS I I I S� i P U D STR E T B i S�� I B SS j �e$S I I I I--I- I I AND EXTEND T AS T o I _ 11I - — .F I I I fl I 1 I I 1 I It I PROPOSED POWER.PHONE _W__ __ .__ s- AND GAS LOCATION,TYP. STAT.0 A(SEWER 3 NI I I It 11 s f _� i I I l 1 T L @VALLEY .I I H U73TALCTf- SS W — I „� I\� J SSM �N ITTF VALLEY / 1 \\�j�L 'IN PR POSED 17 STALL 4'S R UTILITY SEMEM,TYP. SERVICE AND INSTALL 3S OR L%Y SIGHT WATERSERV:C4 INTO I EXTEND SLACIai DRIVE TO ITR NGLES,TYP EACH LOT,M A+aUDO CONCUR I I PROPERTY LINE PR SED I'UI LIT'EASEMENT,TYP. I IF GRAPHIC SCALE A.2moCGND(AT II 1 F I LLIBLFOFB'PVCSEWER N TO PROPERTY BOUNDARY INSTALL4WSSMH& aflS INSTALL PEDESTRIAN RAMP,TYP I INSTALL DEAD END DES PER I b h- 30 1i ROPERTY LINE 1' EXISTING VEL TRAIL EXISTING HYDRANT.ttP. COBOETAIL DE 11'X17':i`-BDfl INSTALL FIRE HYORAM A CREEK SUB TAIL DEAD END BARRI PER % % % VERIFY SCALE REVISIONS DRAWN BY:JRM THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CATTAIL PROPERTIES PROJECT97.001 ER 1097.001 REDUCED.LINE BELOW 1 UPDATED PER FIRSTBSECOND DRC MEETING COMMENTS 02I04/15 JRM CHK'D.BY:CMW PUD PRELIMINARY PLAN SUBMITTAL SHEET NUMBER MEASURER ONE INCH ON ORIGINAL DRAWING. g APPR.BY:CMW BOZEMAN MT N E s I s Bozeman,MT 59715 DATE:0112015 DRAWING NUMBER ~~ Planning Phone:(4N)581-3319 OA.REVIEW , DRC EXHIBIT FIG 1 MODIFY SCALE ACCORDINGLY .,� NGINEERING, INC BY: H:\1091001WCAD\EXHISITS\DRCf%NliLdwg Plotted by Jeremy may on Fed52015 Wq—,Aj a New Stamfarda Commitment COPYRIGHT 0 GENESIS ENGINEERNG,INC.M5 DATE: COLORED LINES SHOWN ARE 250' IN LENGTH AND DEPICT LAYING LENGTH OF HOSE FROM EXISTING OR PROPOSED HYDRANTS. /a 'V /D" __ , 0 HYD3 i {� l f i I l o� .......... .... HYD 7 I _ PUD STREET 8 .T-rTiTf-TT'ITf-1-1TT-IT(- '1`T'T'l-i'TT'r7T y � _ ..... .. .._ J } I ® I . D R--E gtplEGi NUUBER NO' °E "0N cRco.er:y�q� CATTAIL PROPERTIES owrw..ow. I ���'� ca...v mR"q^� �zer.�u'L PLO PRELIMINARY PLAN SUBMITTAL s�ET MFVBER �°•`�:u BOZEMAN MT . w.m ey.�.�.rrt.11, =11, lQgly— wuwwc RuuEEn NGINEERING,INC Pm.t.mismme a° E HYDRANT SPACING EXHIBIT Fir R��OBTao�uClUEla��8rt5wvOMMf)wBrtOn Flmn Mls.mr,M'm F.dvm�s Ib 'rvSueLr! wrE COLORED LINES SHOWN ARE 250' IN LENGTH AND DEPICT LAYING LENGTH OF HOSE FROM EXISTING ORI ES PROPOSED HYDRANTS. / � HYD3 i M •/ , HYD3 a — ---- . y o I r I . Iml i HYD t PUD STREET 8 r—­ r-rr'I-rrrr-r II I - I HY vFmFr srxe REmpns muvm er. RRaeer NuueeR CATTAIL PROPERTIES iow aoi �i��..rr C cNro. c nv_ PUD PRELIMINARY PLAN SUBMITTAL mEeF.nweeR aauuoN.N !Yl..��'� ]o.N..im.... wFR.ary�y_ BOZEMAN M7 W `V 0mmn,Nf SY]i5 M]E9IQQLL GUw MI I NGINEERING INC R„° HYDRANT SPACING EXHIBIT FIG N�tODNOtMVD�EM1UertSNYORNrt WIBrtAy iren.a h'IF�.^'Y nRY onFNYlOiS ./�1'�'.Iuu.IdG�a,+mnr+•r�ruta.rx[.+a we 0�]E SECTION 131 Typical Section (27'Back to Back) 4 1 9 0.5"— 5' 4.0'— -2 - 13.5' 2713.5' 5' 0.5' Sidewalk Tercace -2 Sidewalk x` 2%- --3/ �---—- 3%-- --2% a INTEGRAL CURB) tr`' AND GUTTER �6"THICK SIDEWALK PAINTED RED PLANT MIX ASPHALT SURFACING ON 4"OF CRUSHED COMPACTED SUB-GRADE 3"MIN DEPTH @ 93%MD SUB-BASE COURSE GRAVEL MINIMUM OF 12"DEPTH CRUSHED GRAVEL BASE COURSE @ 95%MDD WITH 60OX 6"MIN DEPTH @ 95%MDD GEOTEXTILE FABRIC OR APPROVED EQUAL E N E S I S ° LA° CATTAIL PROPERTIES ENGINEERING.INC � TYPICAL SECTIONS CLIENT: NOTE: PLOTTED DATE: Feb/05/2015 - 02:23:53 pm FINAL SECTION DESIGN TO BE COMPLETED FIELD WORK- DATE:10/2014DRAWN BY: ARM DRAWING NAME: ' PRIOR TO CONSTRUCTION SCALE:NTS H:\1M7\001\A n\Cm 8n\R„d-Cm....=U d.g CHECKED BY:CMW PROD •1097.001 SHEET OF PIOTTEO 9Y:Jg: t SECTION 131 Typical Section (27'Back to Back) I 9.5 23' 27' 19' 8.5' 0.5' 5' 4 0,_ 13.5' 13.5' 5' —0.5' Sidewalk Tertace —2 2� Sidewalk a z INTEGRAL CURB AND GUTTER ,t�%� , r "•+ r .;.s•^ sg ,s'n-^• L �6"THICK SIDEWALK PAINTED RED I PLANT MIX ASPHALT SURFACING ON 4"OF CRUSHED COMPACTED SUB-GIRADEJ L 3"MIN DEPTH @ 93%MD GRAVEL SUB-BASE COURSE MINIMUM OF 12"DEPTH CRUSHED GRAVEL BASE COURSE @ 95%MDD WITH 60OX 6"MIN DEPTH @ 95%MDD GEOTEXTILE FABRIC OR APPROVED EQUAL N E S I S °FLAWW CATTAIL PROPERTIES ENGINEERING.INC om TYPICAL SECTIONS CLIENT: NOTE: PLOTTED DATE: Feb/05/2015 — 02:23:53 pm FINAL SECTION DESIGN TO BE COMPLETED FIELD WORK DATE:10/2014DRAWN BY: JRM DRAWING NAME: PRIOR TO CONSTRUCTION SCALE:NTS n,\;07\aoi�un�E wierts�n°,°_cave-.«u°m.°.y CHECKED BY:CMW PROJ :1097.001 SHEET OF PLOTTED wzj,remy M SECTION A Typical Section (31'Back to Back) N 30' 5' 4.5 8.5 5.6 5.6 8.5' Sidewalk Terrace 2 2 Terrace Sidewalk Ix INTEGRAL CURB +1 AND GUTTER :. r •,.z ti ;F.,' r I PLANT MIX ASPHALT SURFACING `4"THICK SIDEWALK r 3"MIN DEPTH @ 93%MD ON 4"OF CRUSHED COMPACTED SUB-GRADEJ SUB-BASE COURSE GRAVEL MINIMUM OF 12"DEPTH CRUSHED GRAVEL BASE COURSE @ 95%MDD WITH 60OX 6"MIN DEPTH @ 95%MDD GEOTEXTILE FABRIC OR APPROVED EQUAL SECTION B Typical Section (31'Back to Back w/Curbwalk) Cr 21' 42 21' 0.5' 5' 5.6 1 5.6 S Sidewalk 2' 2' Sidewalk 2%— _3 3%--- — 2% INTEGRAL DROP CURB AND GUTTER W/3"LIP m PLANT MIX ASPHALT SURFACING 6"THICK SIDEWALK COMPACTED SUB-GRADE SUB BASE COURSE 3"MIN DEPTH @ 93%MD ON 4"OF CRUSHED MINIMUM OF 12"DEPTH GRAVEL @ 95%MDD WITH 600X CRUSHED GRAVEL BASE COURSE GEOTEXTILE FABRIC OR 6"MIN DEPTH @ 95%MDD APPROVED EQUAL SECTION C Typical Section (21'WIDE ALLEY) E 0.5 10.5' 22 10.5 1' 1' _3% I'SHOULDER ILPLANT MIX ASPHALT SURFACING COMPACTED SUB-GRADEJ [SUB-BASE COURSE W MIN DEPTH @ 93%MD MINIMUM OF 12"DEPTH CRUSHED GRAVEL BASE COURSE @ 95%MDD WITH 60OX 6"MIN DEPTH @ 95%MDD GEOTEXTILE FABRIC OR APPROVED EQUAL NESIS ommm CATTAIL PROPERTIES ENGINEERING.INC ®, TYPICAL SECTIONS CLI=NT: NOTE: FIELD WORK DATE:10/2014 PLOTTED DATE: Oct/31/2014 — 07:38:14 om FINAL SECTION DESIGN TO BE COMPLETED JRM DRAWING NAME: DRAWN BY: PRIOR TO CONSTRUCTION SCALE: CHECKED BY-CMW PROJ 7 1097.001 SHEET OF rr.orrEo er: u r F �>;` ., ti , � ` + ' • �, • • /\ x�' _ �' �., 1i .,',+ ,� . �. / , CAEA.1101.1 THE PRELIMINARY PLAT OF CATTAIL PROPERTIES GTRON. GTRON l OWNERS TRACTS OF LAND BEING LOTS 3 & 4, BLOCK 10, OF CATTAIL CREEK SUBDIVISION, PHASE 2A & 2B, TATLOR PROPERTIES INC. ? m •m.v+ m ... SW BIRCH ST.STE 151 TOTE 50 TOWNHOUSE LOTS 20101 RU.rP 11Av A NEWPORT BEACH CA 92680-1749 LOCATED IN THE SW NW}, AND NW SW}, ALL IN SECTION 35, T1 S, RSE, P.M.M., Ji GALLATIN COUNTY, CITY OF BOZEMAN, MONTANA CERTIFICATE OF SURVEYOR 1.the undersigned,Thomas M.Henan.a Professional Lane Surveyor.do hereby certify between Gl \ 20_ant 2014.this ney n mods under cy direct h\V� O \ \\ wp-A im and this mop conacUy rvOrasants said survey and that 8 cmdonnn o the snarl a G1' r�5, \\ \\ Montana Subdivision and PIatU'ng Act.s«lion 76-3-101 Mrauglh 78-3-825.M.CA. and the NI C'R Why \ \\`I I \ Bozamvn Yvrdcipal Code. \ 11 PROJECT r.mN.mrra.� \`\ I7\\11\ �. E OATm fw -day of- AD..2014 = AREA Al wAn \ VICINITY MAP A LOT 5 \ mama.N.Henean /10062ts A \\ BLOCK 17 ,Y / 4 \\ q �y ��� CERTIFICATE OF COMPLETION Of IMPROVEMENTS CERTIFICATE OF DEDICATION M\ We.the undaslgnN properly ona(a)W hereby certify that We couxd to bar w yea wbdiNdad, \\\ \\\ \� L and I are We(.d prelei p engineer li,emquirmld m ntl Platted Into bt0.PorW4 Hocks,roads.end clays,and o e dised to be dedleeUce0.w Moral practise In tW State a lbntana.hereby ceNty Mel Uw Me folo, mprwemen(ft rogvhad to eel by aria die hereunto pwWI4 ea&foodsllowing end WaribW.an of hood.to wit: \\ \\ \ \\\ Me requirements of Chapter 38 of Me Bozeman Municipal Code ar w con4;iion(s)N apprawool \\ \\ L? \ \\\ (NAME OF SUB).hove been installed In omferma«e w,M Me ppro ed piano d spec;UcWans, t` \\\ Rm«talry guarantesa mho eow.ad by tin imprwemmn agr ement a«ompar,yiiq tnro paL TRACTS OF LAND BEING LOTS 3&4,BIDCK 10.OF CATTAIL CREEK SU90NWK PHASES 2A&28, \\ yy� \ \\ \\\ LOCATED W THE SY@NW!AND 1,1114 Q,ALL IN SECTION 35.T1S.R5E,P.M.M.,CITY OF 80ZEMAN, 'f., GALATIN COUNTY.NONTN4A INSTALLED IMPROVEMENTS: ✓�i �' \ S \\ \\\ FINANCIALLY GUARANTEED IMPROVEMENTS: Thar bet I hereby wnants against defects IA Mew n. Commencing at Me YPC stamped 12251S TD&H of the northmet comer,of sob Let 4,Block 10.of �� \� U \\\\ Thv sumhl erfm nts1 W of o all Years f byi<InlraaWcturedate.1 ai ptarce br to he f of Bat r Callao Creak SubdM iml.Phatee 2A&29.and beingMe Point of 8 Thence south 30'22'31- ' \`g \\ \\ \ Bract s possio^ pa mpravemenG to sub City A Bozeman am egincortc q \\ inro city heroDy accepts powwabn a all public fnfroslweture Improve ter,subject b the above eori i distance 39 o1 Bands;thence southerly 2 6*20'an a tangent curve 2'seas to Me rest having \ \ \\ \\ \ 'vhdicvlN rartoMy. o�w of 3e,do and cabal angle a stance thence aeuM a sot"weal 1'di' ee of It \ \ \\ U \ 298.86;Man south enc.N'weal'2'distance al 210.20':thence s;the-. 69'n41'or 4a real a LOT 6 \\ \ \\ \\ \ dicta«a of 310.31';Maraca north Ol}'SY east a dislvnce of 783.89';lhe«e mrM«ebrly 72.8]'an BLOCK 17 \ \ \\ \\ \ tangent curve concave to Me certhwesl,hoving a radius of 332.50'and a central ongle of ' Nti'' f0 \\\ \\\\ DATED Mis duy a AD..2014 12'33'03':Nan north S9'3741'sari a firion.of 116.43';then north 5537'41"seat o distance %' \\\\ \\\\ PARK E of 328.32'to Me true point of beginning. /�i d 9 \ \ PRESIDENT.TAYLOR PROPERTIES INC. PAR' 't CATTAIL CREEK SUB ,wIE9 BRNNMD. Said Trace condonemn i 5.24 acres. a or less.one in subject to an eaaemenla of record or apparent ground. Q.°•' / \ \ \\ C \ \\ y theground. 9\ \ ���°6 DATED Mle dey of AD..2014 The above'fan deambed tracts of land are to be lau n and designated Intlthe ee hta�R�ds ,om \\ \\ l / 7 / \Lo mid plot oro hereto granted and dnoted to the City of Bozeman for the pubic use and n�14nmt \ \\ 12 \ \(1 A r\\ 1 `e (Engineer) Unless specifically listed herein,the lands bvdudefl b all atr«ts.sera e0.obeys,and parks pablb \ 8 / \ �� a,�I 1 squd,se dedcatoo to Me publo we accepted for puslk vaq Dut env City«septa n 'Monsbolly for \ /' \ a mq 1 maintaining Me soma The onor agrees that Me Qlr has no abpatbn to maintain Me lam beaded \ ��� ,\ 1 4 wo,$.�11 1 I In all etrests,ownvea,alleys.and parks or public equaes hereby dedicated to publ',o use. i 5 / 13 \ N7p, aq Nl\ 1 '/ ire / I Q( Ill l 4 CERTIFICATE OF EXCLUSION FROM MONTANA It I DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW Jso The CATTAIL PROPEff0E5 Major SuDdivisin.Galbtin County Montana,is rM(n Me City a Bozeman. Coffee Mia__doy of ,20 4 ___ __-- %� 1�,63 / ,\ 1 11 11 1 Mon one.a firot-close n,,polity,ant wtM(n the plan of Me Bozeman g,mlh polity which /' 14 1 I Il 11 1 roe adopted pursuant to MCA 76-1-sot al.seq.,and be prwided with edequale storm ate, 2 /' 49 1 11 If I drainage and adequate municipal focT.Uw.Therefore,under she pro wons of MCA 76- 125(2)(d). 1I 1 11 11 1 We subdi q drom vision la.:ua f Me rmui—nt far Ya ment le-Depart of Ew nm iroental Quality y B ,6TQ�-''"' a /� 48 I 1 II II 1 rovbw. __ - P A �� I 15 I I II 11 I DATED this—day of AO..2014 Stale of Nanlna I SS -----_-- �' \ ,\ / ♦1 Qom' 1 CounlY o/GaDalin )This iwtwment was«knerleagaa Deface me n this_mY of \\ / N 46 10 -1---- 1 a II \ Director of Public Wert 2014.'dnd of TAAOR PROPERTIES,INC / ,� -16V 'K SF 16 r i ii a� ii I Bozaman,Mona« L • 37 \\� / a • 133 g5 I I u? n I .- �, � I l u?< n l PARK B CERTIFICATE OF DIRECTOR OF PUBLIC WORKS �' ARK I I II` II I Signature of notarial'Rica I i 17I I II II I 1 I II II I L.been u Public Works.Oily or and th n.Montano.do hereby rGlo Mot the o.and ere via Nome-typed,stamped,or printed I I II I II I has ben duty..a reel and has found Me sane la conform b the loch approve(L and hereby I 11 II I «apt be gdedication b the City of Be—.lor the public use a any and all bAMa Mon Me Title(and Rnk) I I I 18 I II II 1 pbl w Doing dedicated to each use. Residing at— My—nnisalon w1r.. I 40 41 42 38 39 4J M 45 1 II II 1 DATED Mia day of AO..2014 35 I I I I I II II I LOT 2 1 19 i 1 II II I BLOCK 10 1 1 1 11 11 I r2 1 I II II I Directs of Pubic World W 3, 1' I LO 10 . 1 1 11 i I Bozeman.Montana nq D DI � qq CK�C A-"`0 l�v-- -- ------Tun IL__JI I CERTIFICATE OF COUNTY TREASURER g m I I 92.a1 1 m - _ 33 I 1 YR.I 13 1,Jr.Wdy Buchanan,Treasurer of GRCUn County,Mariano.do hereby certlyyMa the attompo and I m Plot hw been duy vaminad and that all root property tazee and special a vaunts aesessed d IeKetl an lM Land to Wing dhh,ided haw Den paid. 1 an 4v S2 I I GATED Mu day al AD..2014 I I ]0 M 78 2] 28 2a 2J 22 2t 2O I I I 31 1 I i Tromuner y 8«hanen. ARE. M L Rv I .SUM I ` ___ __r_ ____ ___ ____ _ __ ___ ____ ____ ___ -___i Gallatin Count'.Momano LOTS 3.66 AC. 0.31' _ 0.20' PARK 0.377 AC. N8'41'46' 9'N841'44'E AL LKLLK SUB CERTIFICATE OF CLERK AND RECORDER NOTES 1.Charlotte WIN.Cork old Retarder a G9aUn County.Montana,m hereby certify that Me foregoing 1.DUE TO A RELATIVELY HIGH GROUND WATER TABLE WITHIN THE AREA OF THE SUBDIVISION.IT 1S NOT RECOMMENDED THAT RESIDENTIAL DWELLINGS OR COMMERCIAL STRUCTURES WITH FULL OR PARTIAL BASEMENTS BE CONSTRUCTED WITHOUT FIRST CONSULTING A PROFESSIONAL ENGINEER LKM60 W THE TwWment DADA @a0(n my office al 'clock. p.m..this day STATE OF MONTANA AND OUAUFlED IN THE CERTIFICATION OF RESIDENTIAL AND COYYERCYL CONSTRUCTION. a 20ati n3�ia i Beak of Picts Records, of Me pvM1 oM RacoNa,Gallatin Canary.Montano. SJ.N3,NWJ.SWJ SEC 35, TIS.R5E Charlotte Mill. Clerk orb Records, GalbOn Garry,Mantam LEGEND 0 FOUND r REBAR W/YPC(12251 S).EXCEPT AS NOTED ® FOUND 1'REBAR W/RPC(12251 S),EXCEPT AS NOTED • SET YELLOW PLASTIC CAP STAMPED-BSI.0 LS 110062- ----------- UTILITY EASEMENT --- EXISTING GAS UNE EXISTING UNDERGROUND ELECTRIC 50 CRAPIUC SCALE V 25 50 DaSONG COMMIINICATKIN LINE • _ (DI P8R1 1 tatb- 50 n. ) VERIFY SCALE BASIS OF BEARING DRAWN BY:JRM CATTAIL PROPERTIES SUBDIVISION PROJECT REDUCED.LLNEBELONI VOL cHKv.Br: SEC 35,T1S,RSE,P.M.M. MEASURES ONE INCI ON SHEET NUMBER APPR.BY: ORK;WAL DRAWING, SOUTH LINE OF LOTS 3&4.BLOCK 10.OF ROUSE?A 6"n"thg 204 N.11MAv0. BOZEMAN MT OF THE CATTAIL CREEK SUBDIVISION RAT(J-369) DRAWING NUMBER Gp-*"g Bozeman,MT 59715 DATE 10=14 AS SHOWN AND DESCRIBED HERETO DesJgrN PMne:(406)581J319 NGINEERING,INC pan BQA.REVIEW PRELIMINARY PLAT PAGE-1 H:1f09710011ACAMHETTSIPREUMINARY_PLATQWp PbUd by Cub wash an l lllOM144: PM oo9Vcw STaeIN Coszitunt taPrwaNrocENE.as ENOw[EImA+.a+cmu DATE: 1 PRELIMINARY PLAT OF CATTAIL PROPERTIES OUSTING TRACTS OF LAND BEING LOTS 3 & 4, BLOCK 10, OF CATTAIL CREEK SUBDIVISION, PHASE 2A & 28, \\ \\ / �% ./ \\ \ SA�GE�L LOCATED IN THE SWINWI, AND NWISWI, ALL IN SECTION 35, T1 S, R5E, P.M.M., • GALLATIN COUNTY, CITY OF BOZEMAN, MONTANA OWNER S PURPOSE TAYLOR PROPERTIES INC. TO CREATE 50 TOWNHOUSE LOTS i�•y _ i // ��'�/ ''�_\ `\\ \\\� \\ \ 20101 SW 91RCM ST.STE 151 NEWPORT BEACH.CA 92660-1749 LOT 6 / � / � � e.a \ BLOCK 17urnmEASEnENr.y�/ 10 G 3150 SF �1d• �/`\ i _ \\ \ CURVE TABLE / / // // /s<E r-/-- g g ` \ \ PARK E ///- / �y�T 1-1 a ]1w� 5,a ' �\ \ti \\ \ CATTAIL CREEK SUB CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARING ` // /// ,\RF. Ilti / - \ / \ RK C7 72.83' 332.50' 72.69' N65'55'58•E \ / S 8 �� C3 208.32 390.00' 205.86' N6T5503E //(//' 65 j/- �- �:'% $. C5 77.3Y 11.50- 16.07' N23'25'541v \ \\ // ' \ l��\S �'�' a 7 $�` \ / / / / i / .;=J/" 315GSF C6 6.01' 390.00' 6.01' N2703'52-W \ \ // /�/- C7 130.61' 281.00' 1 9.44' N13'04'3TW \ \ /// / �' /4/ / "/" $d 6 \ / ` \ ]n4 C8 6.02' 303.00' 6.02' N26'O6'4B'W \ / / i / i / / i ,43 \ \\ ,TI�,\Y ,Ty \ / - / �/' , a'£ ],50SF $ is \ C9 142.37' 303.00' 141.06' N13'13'18'W •', i 5,-r?-� CIO 12.32' 303.00' 12.32' NOO'55'33 C11 31.42' 303.00' 31.41' NS'03'421V // /i / /{���0° ` ,__--& 31s9 sF ��. _-' \TP ` 13 \ m \ 1\ 11 c12 31.17' 303.00' 31.15' N1058451Y �./.. " / �� .e _ ----- 3271SF 1 \ 1 1111 11111 C73 30.8T 303.00' 30.85' 716'50'39'W _ i i / .'P // A E - // �'+ L 4 C14 0.58' 303.00' 30.56' N22'39'12'1Y �� / / /yq's- - i (1 31506F 4 ' ,¢,� . �, ��,- `'Hn•ea1 .�_ 1 11: Il 1 C15 43.53' 390.00' 43.57' N23.2532 / /.��$ , 1 $� \,e gd C16 44.33' 390.00' 44.30' N16-58'19'W -_-_ 5' •/ - i i %." / '$ 3 L--• / 50 $"1 9 C77 N10'52 32�W - -/-,: -.' / y $• 31506E ,� \ r�s 38.67' 390.00' 38.65' / / t 4, e `14 1 C78 43.99' 390.00' 43.96' N044816W ==_ /..� - /i//i�.. / $d .¢�. 3038 SF 1 1 1 i11 NNNHH1ggqqq1 I Ct9 12.33' 390.00' 12.33' N00'0402"W - LONG // /-r / 'g, 2 49 n '; µ•E I 1 11 iuT$` s SUgt81R0 ORnM 1'FACING SSTFAIL STREET /i / \ reW 1' C20 19.4T 390.00' 19.4T N28'S6'i ilY LOTS FACING unaL STREET �// / .' a� 4. ]1s9 sF \ / s'+� a n �.m I I I 1 1 C27 54.89' 332.50' S4.83' N6T28'44'E _ _. ____ �' i / / \ 1 'S' .� \e /\/' 4�8� 41 I el II II 15 I III f7 II PA A^ 'ti. d Ssa? , ��. / 3zw I m I I I I x b II sc t6 // �z ---7------I-NW�ITE _I �-I \\ s U 9R 4� 4 s<Ay/ -"-- ----- II �� II d \ F // SF �� / g 0•. s / - 16 2 3132 SF I r'' 0 • 37 \ � +�/ UTILITY R I I I I l6 SM SF 1 `aB /�/ PARK B EASEMENT.TYv aT PARK I I II m Do' II w \ - -------1------ M.W ��----I-SF-.G---------- 4� B_ 17 I I II II N 89'460TE R 29,9T N49.41'M•E I$ . 30.5 SF I I III II I b.r. i I I• II I SSW �,1 '�'" �1' o• m •4nl I III II I I III II I 36 1 313]SF I 1 - 1 --,;185F ICI I I I I I �,ffi I V 18 m ` Ned 18 341S 4 A38 39 � 0 9 87 I II i I I EXISTINGIt 04 y 3DS4SF 30NISF G-EL AREA.NL4uAw / I I I 285Y I �I ' I91J4ns•ortrwS Offi II IIII IIII III TRAIL Lors 3.88 AC. LOT 2 HWST4TE 29895E 9.tPARK 0.37 AC BLOCK 1O ROADS 1.18 AC. 31W 3Tffi 3TW 3711 I a'1 34 I '_a 1.99' N89'41'44'E I i LEGEND 3133sF I .e •vLY , , N89'41'44•E 0 FOUND 11•RFBAR W/YPC(12251 S).EXCEPT AS NOTED o Ne�aCffi m E bl _-_- -,„ - iY' -1- _-_ I ' I .Y-�� l N L��•r4 S �I UTUTYEhSEMF:Nf.IYP ® FOUND 1'REBAR W/RPC(12251 S),EXCEPT AS NOTED i z e • SET YELLOW PLASMCAP STAMPED-BSIL lS#10062• 40 1.07 - - 913 SF 4. sDD I ]AD 35tl- 110 51319 ------------ anon EASEMENT I t EXISTING GAS LINE -- EXISTING UNDERGROUND ELECTRIC --- EXISN7G COMMUNICATION LINE 1 $' o ,'-: c' � .02 0 a RAD 5 LENGTH 32 13! '`, 28 8 27 26 S 25 24 g 23 22 21 20 I 8 n 3US SF I 9�' 1 30 r 29 a N 9 AL '�LENGTH 1 N89'4(i OYE I I , - .30925E < I]4a 5F ,455E 345SF i�£ 301SSF ]0455F 34SSF £ 345 SF 3455E £ 3455 44205E YPC YELLOW PLASTIC CAP RPC RED PlAS11C CAP ,$ 31 1.THERE IS A V NO-ACCESS STRIP ALONG THE s2W - \` `� ]SAD' - t5.m' 19ffi '` I Se4 - NORTH LINE OF ALL LOTS FRONTING ON GRAIL 340'1J1' N 89-0-44`E-^ 210.20' N 89'41'44-E I T SKEET. 2.EAST THERE OF ALL LOTS FFRDMM ON e�LACK RD Pq AIL CREEK SUB UTILITY F,.9FAtEM,lYP ORNE 3. PARKS A B.R C ARE PUBLIC USE BUT HGA OWNED AND MAINTAINED. --___ 30 CRAP1 99 SCALE EIASfO2O GPAVFl TRAIL (DT,P=) • L L>mn:3o a VERIFY SCALE DRAWN BY:JRM PROJECT NUMBER THESE PRINTS MAY BE BASIS OF BEARING _ CATTAIL PROPERTIES SUBDIVISION 1097.001 CMCV.BY: SHEET NUMBER REDUCED.RES kaINCH W APPa�: SEC 35,T1S,R5E,P.M.M.MEASURES ONE 92CI1 ON i 204 N..MT Ave. ORIGINAL ORAW SOUTH LINE OF LOTS 3 h 4.BLOCK 10.OF PHASE 2A 11 l■ BOZEMAN MT OF THE AS S OWrN AND REIX SUBDIVISION PHERETO ERE O(J-3S9) C Borem(40)5 59775 DATE:REVIEW DRAWING NUMBER DeaNn Phone:(406)581J319 MODIFY SGIE ACCORDINGLY NGINEERING, INC P'D""'"° B:ARE"E"" PRELIMINARY PLAT PAGE Z H1109710D11ACADISHEE7SlPREUMINARY_PLATA%V Plotted try chits Wade on 1111020143,9 PM 4�t6 aXm SL=dard Dor itwmt coPmXAGOGErrEso Erc9am c.rc.mM DATE 0 ENGINEERING N E S T S CONSULTING PLANNING . NGINEERING, INC DESIGN 204 N.111 Ave. • BOZEMAN,MT 59715 • 406-581-3319 • www.g-e-i.net Subdivision Relaxations Cattail Properties PRELIMINARY PLAT CHECKLIST E.3-Relaxations The primary rationale or goal behind these relaxations is to create a 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 the townhomes at a reasonable price point. To accomplish this we have relaxed the size of the lots and proposed townhomes to make them more energy efficient and 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 closeness,sense of community,and design will result in a few necessary relaxation requests. They are as follows: 1. Lots 1-11 Front yard relaxed from 20'to 15'(UDC 38.08.050) We humbly request that the proposed lots that face Cattail Street have their front yard setback relaxed from 20'to 15'to allow for more buildable space on the lot and a greater sense of closeness within the community. 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 common walled living spaces will be more energy efficient and use smaller spaces well with it being imperative to have a higher level of design on the front end. 2. Lots 20-50 Rear yard relaxed from 20'to 15'(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 un-zoned property to the south. We ask for the relaxation of the rear yard setback to 15'which will still allow for a 12' utility easement,due to the existing park,already providing over 30'of separation from the adjacent property. The front setbacks on the townhomes will be 20'to allow for off-street parking within the driveway. Lots 31-37: The property to the west has a compatible land use and therefore we ask for the relaxation of 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 20'to allow for off-street parking within the driveway. 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 relaxed to 15'to allow for more usable space within the lots. The central park area will offer additional separation between the townhomes. The front setbacks on the townhomes will be 20'to allow for off-street parking within the driveway. 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 appliance 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 design will be necessary as requested in relaxations requests 3,4, and 5 for the occasional occurrence of a single family townhome. • Q� 204 N. 11'"Ave., Bozeman;MT 59715 Cell:(406)581-3319 www.q-a-i.net ® Page 1 of 2 NGINEERING,INC • 3. Relaxation of the minimum lot area for townhomes from 3,000 sqft to Z800 sqft(UDC 38.08.040) The relaxation of the lot size,approximately 7%,will allow 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. 4. Relaxation of the minimum lot area for single household units from 5,000 sqft to 3,800 sqft (UDC 38.08.040) The relation of the home footprint 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 are odd,a single house hold unit will 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. Relaxation of the minimum lot width for single house hold units from 50 ft to 30ft(UDC 38.08.040) The relaxation of the lot width will allow for a greater sense of community and compatibility with the other townhomes while being more affordable. If the number of lots in a block are odd,a single house hold unit will 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 relaxation to 42'(UDC 38.24.020) • To assist in the architectural character of community townhome design while being more affordable,we request a relaxation of the street right-of-way width from 60'to 42'which eliminates the terrace and the landscaping between the sidewalk and top back of curb. 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. 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 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 relaxations within the proposed PUD. H:\1097\001\DOCS\PUD Submittal\S-Relaxations.doc 204 N. 11t"Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Page 2 of 2 LEGEND LOT 6 /�'/% �'/ti', 4 \ \ \\ \\ \ \ RELAXATION 1 BLOCK 17 10 \ \\ \ 31505E gM1�d 2.54• \\ \\ 0 RELAXATION 2 9 s1s9sF ' ` �\\ \�\ \\\ CATTALARK CREEK SUB � a \\ PARK C \\ \\ \ RELAXATION"3 3150sF �1.° ezgg \\ c, GP RELAXATION 4 7 gg d2 s \ \ \ \\ \�\ \ \ 3160SF IZ \\ ' 322 SF \\ ` \\ `�\ \�\\\\\ RELAXATION 5 /��/� / 'ls. $A4 3150 SF /' a5 1 I N g1 A° \ n\\ \\ \\ \\\\ gg$11 \ \� \\ \\ 1 RELAXATION 6 3150SF /' g� 1 13 1 \11 \\ 11 \\\ :3T 'g 3271 SF \ \ 11 11 1 3150 SF N' W / gg113 r P� q1• 42.d a7.o1 1 1 11 11 1 3150SF gg� �3t°/ 2`O� 50 $ 4 \7 4 ° 314o38 SF11 11111 111 II1 1111 FOUND 14'E 1 1 II II REMR BENT 'A 3150SF / g9� I E7.00 I I II II I S f >! 1 "sits /� / S you I �I II II III 37629E 2.N851 I i 15 I o f I I I fTl I I 1 1 3280 SF / n N I II II x W FOUND 3/a' 47 / D A -- =1 IN B9'dB10E I' I I 87-�---- ° I II �� II \ r IIf \ 114.. � �' ^'m o 16 I I 14 I I ,�� /' A D A 3132SF I I I I I I I I • I \ % '' o' I I I I o < I I I I 5359SF d5 i�/ PARK B Bzoo' m I II II I I _ PARK B �`/ 14312SF I I I II v II u ——————— ————— _30m —————T—————————— � I a _ 17 I _N89'48'OB'E. I p11 291.99' NB9'41'44'E a11` I$ 3045 SF I II II I I D I II II I - as w 1 o N f75.2a' 37 8F 18 0Im a im e7.00' I I II II I I 1 rn 18 F 0950' I 4 N �4 v I NB9 IB'1B'E I ICI II II p 38 r' 39 40 41 "��, 42 43 44 g m 45 I - - I I I I I I I I I g Im g a $@ 8 8 z4 SF N �1*411 1 5' 35 I 8 s 2925 SF 2952 SF 3034 SF 3034 6F 3034 SF 3034 SF 3034 SF I I I I I I 3133 SF 1 I I 19 �I I II II I I LOT 2 ''�• Nu•5T 4:1*E 1 m I II II I I 9 2x�o 92Or 1TW BLOCK 10 e9.so' 0 605 3Bm' 37.m' 37m' 37A0' 37m' 37m zas2• . e o.eD' II II I 111 II II I I I - ---- - 291.99 N 89'41'44'E I Ir = I w 34 g 31335E 1 w I I II I Ix "B"STREET Nfis•41 44 E ___ � � 1 N 07 46 Or E b__ - _ _ _ - - —- '—____ _ - -—- 1 69m :I 42' R.O.W. 1 LJ I L--J I U 8 1 1 , Z 33 8 —401.00 N89.41'44'_E--- ___ 1 -- - — - - - 3133 SF 1 g I 34.78 3&W 36W 35.00• 3&W 35m' 35m' 35.00' 35m' 35.00' 51.21 1 o I.. asso• 1 �1Y 32 1 my mq m m m I s ® t � 27 26 25 24 m 333SF 30 29 L8 23 22 21; ,.;,,.w�,, #...8 N 89.4B 00'E I I m 3082 SF f 3015 SF 3015 SF 3045 SF f 3043 SF 3045 SF 3045 SF f 3045 5F 3043 SF F 3045 SF u20 5F� 89.30' 1 31 3170 BF sD.w'- GRAPFIIC SCALE 510 9m' 89.50' � u'�• - 3.0 15 30 340.31' N 89.41'44•E 210.201 N 89.41'44'E • -h 30) A TAIL CREEK SUB i1'z r:1`60It VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER NO. DESCRIPTION DATE BY CHKD.BY:CMW CATTAIL PROPERTIES SUBDIVISION 1097.001 SHEF,T NUMBER UNEaEUO. �P g Eamv BOZEMAN MT N faGItULDMNINOOU 1 '104 N.t T Ave.58715 CoruuDiig Bozeman,MT ATTE 01/16/15 DRAWING NUMBER I NESNGINEERING, INC P�n19�re Phone:(406)581,3319 CA REVIEW SUBDIVISION RELAXATIONS EXHIBIT .oOU,(SCNE N:COm uy BY: -1 H:\1097=1WCADIEXHIBITS4e1amtkom.dwg Plotted by Jeremy may on 11162015421 PM 96tWntringofaVewStand4rdofCommitment wpnDCNroDFrEaes FrwwwEEwNo,INem15 DATE: ENGINEERING �7 E I S CONSULTING j{�4�" PLANNING NGINEERING, INC DESIGN 204 N.11m Ave. BOZEMAN,MT 59715 406581-3319 • www.g-eA.net 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 • 204 N. 11t"Ave.,Bozeman,MT 59715 (406)581-3319 www.q-a-i.net Page 1 of 1 • / 1 • 4,636All +` e 1 I 1 w• •. Gp�PJ`.s 1 34 J 35 I 1 PROJ CT SITE .' -v • G TT - • BAXTER LAN li - - 47ES T GRAPHIC SCALE NESIS " LO° CATTAIL PROPERTIES 0 500 1 000 ENGINEERING.INC " PREAPPLICATION USGS MAP CLIENT: ( IN FEET ) N PLOTTED DATE: Jun/18/2014 — 10:32:45 am FIELD WORK DATE:06/10/14 I inch = 1000 ft. JRM DRAWING NAME: DRAWN BY: SCALE: N:\iw7\�1\,�n\sxms\,w,-�.a„a CHECKED BY:CMW PROJ :1097.001 SHEET 1 OF 1 PLOThO BY:Jere u 0 0 0 FERGUSON AVE+ Y�r •+ f J a: `�' r'}�9 1. � fl � �t_�dJT i�iw•��_Vl 4-�r./{ �` , _ F I r t .k r r. 1 ) oz " . Z a m� r� r DAVIS LANE fil3 fi EN WAY ir 71 '1 cn .t t3_zi' l Zr �Mr;l14 S ��n ( r�.��1 r ��;(' 3 .Ib• �i e�{ I �� I , '+�} �d�;. '�'v i r J`- .\ -cam J' 1L4,.y► E., - _ z r �-1 NORTH 2TTH AVE �j1 THOMAS DRIVE (fin m Z Om f �~ '� C •� 1 Cl) f r f . _-MAXAVE_ 1 4 bG e.1 jl 'l•`. .`S vlMfot Tl � � SP ��� ... u � � .sy��L�� l ,`�.,,L , �j�) �j11.� .' Tir4f�.f5 �"' ��,?: <it• 1 Ad N !Fn • • ENGINEERING S g S CONSULTING N\ Ily PLANNING • NGINEERING, INC DESIGN 204 N.11A Ave. BOZEMAN,MT 59715 406-581-3319 • www.g-e4.net 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'(UDC38.08.050) 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'(UDC38.08.050) 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. Q� 204 N. 11"'Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.a-a-Enet Q5 Page 1 of 3 NGINEERING,INC • 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(38.27.08aA) 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'(UDC38.24.020) 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. G� 204 N. 11`"Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Page 2 of 3 NGINEERING,INC 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 IvpV,P.E. Genesis Engineering, Inc. Genesis Engineering,Inc. www.g-e-i.net • H:\1097\001\DOCS\Preapp-Concept Plan\cover letter.doc 204 N. 11v Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.o-a-i.net Page 3 of 3 CIOOF BOZEMAN DEPARTMENT OF COMMUNITY DEVELOPMENT Alfred M. Stiff Professional Building phone 406-582-2260 -•• 20 East Olive Street fax 406-582-2263 P.O. Box 1230 planning@bozeman.net Bozeman, Montana 59771-1230 www.bozeman.net August 13, 2013 Genesis Engineering 204 N. l la' 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 Development Review Division Policy and Planning Division Building Division • 1 � r • • i a d MUOIPAL FACILITIES EXCLUSION CHE LIST (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 X 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 X If yes,then you may not use the Municipal Facilities Exclusion for this subdivision 3. Name of Subdivision: CATTAIL PROPERTIES 4. Name and address of the applicant: TAYLOR PROPERTIES,INC, 20101 SW BIRCH ST.SUITE 151 NEWPORT BEACH,CA 92660-1749 5. Name and address of engineer: CHRIS WASIA,GENESIS ENGINEERING,INC 204 NORTH I ITH AVE,BOZEMAN,MT 59715 6. Copy of the preliminary or final plat: Attached X ,Number of parcels in the subdivision: 50 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): Private 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: Bozeman is a first-class municipality. 10. Copy of Growth Policy: On file X Attached: 11. Location of the subdivision to the city or town,vicinity map attached:Yes X 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 X No 13. Has the governing body has reviewed and approved plans to ensure adequate storm water drainage Yes X No 14. Will an extension of the existing sewer main(s)be necessary to serve this subdivision? Yes X No 15. Will an extension of the existing water main(s)be necessary to serve this subdivision? Yes X No 16. Exclusion Checklist review fee,($100)included: Yes X No 17. 1 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 • • • � - i l • • 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"; WITNESSETH: 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) town-home 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 I • • 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, 2 0 0 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 tend 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. 3 0 0 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 4 0 0 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. 5 SSection 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 6 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. 7 Section 3. For thepm Pose of determining voting, at any meeting a person or entityshall 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 1 st 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. s 8 • 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. 9 0 0 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 10 • 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" = l'0" should be submitted to the Committee chairperson: A. Site plans including: 11 • 0 • Lot lines and setback lines with dimensions; Building/Improvement foo rints with footprints 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. 12 0 0 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 continence 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 13 • 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 14 0 0 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 confonns 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 Conunittee. 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 1 ot, 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 15 0 0 Section 1. The provisions of these Covenants shall be continuous and binding until p g 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 is common areas and open space and any assessments related thereto. 16 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: isMy Commission expires: 17 s 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] 18 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 • • 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 • 0 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 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. SPorch railings are encouraged to be closed and constructed of the same material as the • • 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. 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. 11. SITE DESIGN GUIDELINES. isSection 1. Townhome and Single Family Lots. • • 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, '-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 • • 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. r 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. • 0 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. s c • ., • � , l • ' ) ryy� V1% , 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. H, 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 • i ENGINEERING NE S I S CONSULTING PLANNING • &2OW14GINEERING, INC 'DESIGN RTH Tltb AVENUE,BOZEMAN,MT S9715 204 N.11'Ave. BOZEMAN,MT 59715 40&581-3319 www.g�-i.net 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-a-i.net Enclosures cc: H:\1097\001\DOCS\PUD Submittal\working folder\encroachment permit letter.doc • 204 N.11th Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.a-a-i.net Page 1 of 1 8• _:�� NT�N CO. ENCROACHMENT PERMIT Permit# APPLICATION l. Name of Applicant: Taylor Properties,Inc 2. Address of Applicant: 20101 SW Birch Street,Suite 151,Newport Beach,CA 92660-1749 3. Applicant Contact:Jim Brainard Phone# 949-752-9110 Email Address: jim@taylorprop.com 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 The applicant proposed to have one public road access point on Cattail Street and one alley access and one private road access on Blackbird Avenue to provide acc=to dicii ymi—sedsubdi6sion. 6. Legal Description and address of location of proposed encroachment(s). (Attach detailed location map,if needed.) LEGAL:Lots 3&4,Block 10,of the Cattail Creek Subdivision Phase 2A&2B,located in the SW 1/4 of the NW 1/4 of Section 35 ownsrup IS,TMge 3E. The project is generally located on the southwest comer of the intersection of Cattail Street and Blackbird Drive. 7. Desired duration of permit: Permanent 8. REMARKS: i • 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 attomey'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. 2 • 0 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. PERMTTEE (Please print name) COMPANY OR CORPORATION (Signature) By (Title) (Title) (Date) (Signature) (Date) 3 \\ 01 \\ \ CFO %\\ \I ,t / \1 1\ L \L \ 10 \ \ u\ �•/ �'•,y 'c�• '/ / '// 9 \ ` \`PARK \I\\\ d \1 lF• ,// 7 DETAIL2 \ / t2 \>• P, `• \ SHEET R-2 DETAILI \ '\ /.. :�• / 6 - i 1 ll 1: SHEET R•2 •\ j \ \ 1. •,' 1 4 5 \ t3 1l 1,,1V1 11t11,'lI 3 50- l 1 .t II Ill ti n 2 V� 49 It 1 ae I ) _ I• I is _ __ ___ __ PARKA \ 47 I 11m 46 18 37 `PARK B PAR B $ II P O� It It 17 i It v .I • 36 it II I rt 36 39 40 41 42 43 44 45 1 �� 35 I I 11 i DETAIL 3 C> ! I SHEET R-2 34 „�,,,,,, „,,,,i h p I' u i PROP sEDPUsr)e �, I 32 I I I J0 29 28 27 26 21 20 24 27 22 I I ! 1 1 ,I I I � 31 r I \ GRAPHIC SCALE 50 G 25 50 7 RBBT) 1 i-h- 50 1L 11'X1 T:1�100 fl VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER nacre"RoM3-ya NO. DESCRIPTION DATE BY - CATTAIL PROPERTIES 1097.001 RmI �BEtON CHKD.BY:CMW SHEET NUMBER ev i s APPR.BY: BOZEMAN MT B 204 N.11 fh Ave. j DosBrt Bozeman,MT 59715 DATE:102014 DRAWING NUMBER NGINEERING, INC Phone:(408)5811319 Baa.REwEw ENCROACHMENT PERMIT PLAN R_1 H:1109710011ACADWXHIBITS\encroachment pemtit.dwg Plotted by Jeremy may on 10/312014 8:44 AM 7Fu OcammaofaXewStandardofConnoftntwitt oonrlm O EncIKE R!M.wc.mte DATE: Cs" m i N z 1 .\2 \ Om 41 i i o i nI z loop,I o p \ o s .A CUT EXISIr' . 11.., SIDEWALK, 2 I I z v INSTALL RAMP 0r�� \ �` � 1 INSTALLPED. RAMP PER COB -- 0:1'1' INSTALLAPPROACH \ STANDARD _dl�' •\Q \� PER COB 02520-0 6 �p \c� STANDARD 1 INSTALLS ` OV \ \ 02529-7A \` % VALLEY GUTTER , .. VALLEINSTALLS Y TER PERCO S oB STANDARD ( 25'TBC RAD \ 1 INSTALLPED. ��s%3� RAMP PER COB �0 -- STANDARD - 02529-8 S\O � 1 CUTEXISTING SIDEWALK, _ Y 27 Y I INSTALL RAMP ' \ 1 I m PA R K C N N m O \ m \ q \ i z I �. O EXTEND 5' PARK A ° ` \ I I SIDEWALK TO O \ 80'R.O.W. 'Q :1 1 / � \ ` I SOUTH PROPERTY LINE 20 m 12 i I GRAP ALE GRAPHIC SCALE ( RAPHIC SC 10 s to Po io q ; >o \ I l0 s. 19 (R1 FELT ( IN Meer) I l I (IN 10) I inch 1 inch- 10 / 1 Inch= rL - 10 a 11'X17':1'S 20.It \ 11 rL 'X17':1�20ft \ 11'X1T:1-20ft • VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER nESE vwrrtSeuy eE NO. DESCRIPTION DATE BY CHKD.BY:CMW CATTAIL PROPERTIES 1097.001 1molrc�o. anon SHEET NUMBER R g S a APPR.BY: MT rnE�slxaEs orElwlan In\�� !® 204 N.11fh Ave. BOZEMAN esign Bozeman,MT 59715 DATE:102014 DRAWING NUMBER NGINEERING, INC "/e Phone:(406)581-3319 BY: G.A.REVIEW ENCROACHMENT PERMIT PLAN R_2 MOOFY SCAIE ARGIi11KiY H:\1097\00IWCAD\EXHIBrTS\en chmerdpermrt.dwg Plotted byjeremy may on 10/3120148:46AM 91c4) 'w' aNew Sfandardo ommitmmt cart r 0 GENESIS ENGMEEr Wt M.M14 DATE' i • Weed Control EM MO TO: James Brainard Taylor Properties, Inc. FROM: John Ansley Gallatin County Weed Department DATE: October 23, 2014 RE: Cattail Properties Subdivision Please find enclosed a copy of the approved Weed Management Plan for the Cattail Properties • Subdivision. Noxious weeds found to be present on the property include: Canada thistle, musk thistle, houndstongue, spotted knapweed and hoary alyssum. Noxious weeds shall be treated by July 1 of each year with a follow-up treatment in the fall by October 15 of each year, if needed. I would recommend using a herbicide such as Opensight as this herbicide will control all noxious weed species found on the property. When using Opensight, a surfactant must be used in order for the product to be effective. Milestone was listed on the Weed Plan; however, Milestone will not control houndstongue or hoary alyssum. Please note that any Weed Management Plan Extensions or Memoranda of Understanding for Final Plat for this property may be denied or delayed if proper noxious weed control has not occurred. If you have any questions, please call me at 582-3265. Tha U. John Ansley, Coo Gallatin County Weed District • 901 N. Black Bozeman, MT 59715 (406) 582-3265 FAX: 582-3273 rppcl,�7339 Mile Received RECEIVED • Gallatin County Weed Department 901 North Black OCT 2 3 2014 Bozeman,MT 59715 406.582.3265 NOXIOUS WEED MANAGEMENT PLAN This plan is valid and effective upon approval by the Board or Board's Representative for 3 years from date of approval or until land ownership changes. The Landowner/Landowner's Representative agrees that the Board shall have the right to revise this plan and any Memorandum of Understanding as necessary to effectuate the purposes of the Gallatin County Weed Management Plan or Montana Noxious Weed Control Act. The Land owner/L and owner's Representative will provide documentation that the Weed Management Plan has been implemented. The property owner agrees that the Weed Department may inspect the property prior to granting approval of the Weed Management Plan, .and if approved, such reasonable inspections as necessary to determine compliance with this plan. Approval of any extensions or final plat for a SUBDIVISION or TELECOMMUNICATION plan may .be denied or delayed if noxious . weeds have not been properly controlled. Documentation of weed management will be requested with extension or final plat application. • Requirements for SUBDIVISION or TELECOMMUNICATION plan approval include. GZ Brief Cover letter stating current and future uses of the property GZ Plat map detailing distribution and species of noxious weeds present ❑ Property inspection by Weed Department personnel Review Fee: (1-5 lots Minor $150) (>_ 6 lots Major $300) Completion of this application CHECK TYPE OF WEED MANAGEMENT PLAN (check all that apply) Subdivision ❑ Telecommunications/Cell Tower($150) ❑ Roadside Maintenance (no spray program) ❑ Compliance ❑ Organic Farm/Ranch l have read and understand all the relevant sections of the Gallatin County Weed Management Plan. Landowner/Landowner's Representative Signature i NoxlousWeedMgmtPlan0214 - ;' • Landowner Landowner's Representative (If Applicable) Landowner: Taylor Properties, Inc + Company: Mail Address: 20101 SW Birch St, Suite 151 Contact e oLx c1/t-rela City: Newport Beach Mail Address: c-70!o / 5�,w�1311CC-4 State: CA ZIP: 92660-1749 City: �l�� 47- 434 5ur7:� Phone(s): 949-752-9110 State: r✓f}-- ZIP: 1re7ls 6d Email: jim@taylorprop.com Phone(s): 75 Email: ✓ram C ?/���iCa�•�D.a►9 PROJECT DESCRIPTION (Please complete all that apply) Project Name: Cattail Properties Physical Address: SW Corner of intersection of Blackbird Dr. &Cattail Street Legal Description: T 1s N/S R 5e E/W Sec 35 1/4 nw 114 sw Number of Lots: 51 Total Acres in Project: 5.21 Total Road Miles in Project: 0.3 miles Landowner Contact desired prior to inspection ❑Yes NNo PROJECT OVERVIEW(Describe what the intentions are for developing this property) To create 51 tnwnhnusa Ints nn the twn PAStina trartc;7nneri R-3 The existing traits are Lots 3&4 of Phase 26 of the Cattail Creek Subdivision. The project infrastructure is not planned to be phased. A majority of the site will be stripped for site grading and infrastructure. A large portion of the topsoil will likely be hauled offsite. NOXIOUS WEED MANAGEMENT PLAN Noxious Weed Species on Property (provide plat map with weed inventory): Canadian& Musk Thistie HniindstnneL napwPPri_ The thistle is spread thrmighnut the entire property and therefore is not shown on the map. 0 METHOD OF WEED CONTROL YOU INTEND TO USE (mark all that apply): ✓ CHEMICAL ✓ MECHANICAL CULTURAL BIOLOGICAL Describe specific control measures (if using herbicides, include type of herbicide and rates) and • timing of control for 3 years. Attach additional pages if necessary/incorporate by reference: will be sprayed with some type of non selective Herbicide prior to stripping if stripping is completed after snow is ESTIMATED COSTS OF WEED CONTROL FOR 3 YEARS. (Specify cost for each year) Who will complete work: W] Self ❑ Contracted Contractor Name (if applicable) Year Herbicide/Applicator Cost Cultural/Mechanical Cost Biological Cost 1 1,000.00 400.00 2 600.00 _ 100.00 3 400.00 I I Total $ 2,000 00 $ 500.00 $ 0.00 RE-VEGETATION PLAN • Are any disturbances planned? Yes ® No ❑ If yes. complete the following re-vegetation section. MANDATORY RE-VEGETATION REQUIREMENTS: Areas disturbed during subdivision development (road construction, pond construction, service/utility/gas/electric/telephone line installation) will have a layer of topsoil redistributed onto disturbed areas. Disturbed areas will be seeded to an appropriate grass seed mix for the site. During the first and second years of grass establishment, areas seeded to grass will be mowed as appropriate to prevent weed seed development and dispersal. PLANNED DISTURBANCES (mark all that apply): X Utility/Service line_Pond X Road X Park X Trail _Central Septic X Other (list type) Site Grading Describe in detail, the revegetation to mitigate all disturbances that will occur on this property (list type and amount of seed/sod, seeding methods and timing, and fertilization): Attach additional pages if necessary incorporate by reference: Tht- hllliding fmntapes rnad hotilp.VardC and nther nppn -parrs will all hp S()[dAd with hiendPfi �I1P�f.�CCP.0 • The landscaped areas will be watered with underground sprinklers. Fertilization is not anticipated at planting. ESTIMATED COSTS OF REVEGETATION FOR 3 YEARS. (Specify cost for each year) Work will be done by: .JZ Self ❑ Contracted Contractor Name (if applicable) Year Revegetation Cost 1 5.000.00 2 5,000.00 3 0.00 Total I $ 10,000.00 PLEASE COMPLETE THE FOLLOWING SECTIONS THAT APPLY: GRAVEL SOURCE (If using outside supply of gravel) List source of gravel/pit run/road mix/topsoil/etc... brought on-site for disturbance mitigation and/or construction. Name of Gravel Pit: TMC or Knife River Gravel Pit Location: Belgrade. MT Contact Person: *Be aware that gravel ,sources and topsoil may contain noxious weed seeds; therefore, we recommend using a source that is actively controlling noxious weeds on their property, consistent with an approved Weed Management Plan. ORGANIC CERTIFICATION ORGANIZATION (for Organic Farm/Ranch only) Organic Farm - Ranch Certification Organization: Contact Person: Phone Number: Mailing Address: E-mail: ROADSIDE MAINTENANCE (only applies to No Spray Program) The LANDOWNER/LANDOWNER'S REPRESENTATIVE has read the relevant sections of the Gallatin County Weed Management Plan and realizes that the WEED DEPARTMENT is released of liability for any losses suffered by the LANDOWNER/LANDOWNER'S REPRESENTATIVE in managing noxious weeds on the County road right-of-way. The landowner also agrees to control and prevent from propagating any and all noxious weeds listed on the Gallatin County Noxious Weed List. Failure to do so within ten (10) calendar days from receiving written notice from the Gallatin County Weed Department will make this plan null and void, and the Gallatin County Weed Department will control the noxious weeds by the most economical and direct means. (initial) NoxiousWeedMgmtP1an02 t 4 2='1 STATUS APPROVED NOT APPROVED ❑ RECOMMENDATIONS AND/OR CONDITIONS: n S Q�a�5 �. �Mea " u �4 w� ad+D l . �� � � � w ce�•rs o!" a sSKw�. 4��.� ❑ Additional terms and conditions apply—see attacl(ed e,�rQe-c ►e Compliance with laws and regulations. LANDOWNER/LAN DOWN ER'S REPRESENTATIVE has an affirmative duty to take notice of, observe, and strictly comply with all existing laws, rules and regulations and any laws, rules and regulations that may be adopted after the date of this agreement. Whether or not the same are expressly stated in the agreement, the LAN DOWN ER/LAN DOWNER'S REPRESENTATIVE shall strictly comply with all applicable state, federal and local laws and regulations. LAN DOWN ER/LAN DOWN ER'S REPRESENTATIVE agree that this plan is supported by good valid consi on this plan constitutes a binding contract and may be enforced as such. ignature of Weed Board ChairmanlRepresentative) ."(Signature of Landowner's Representative) (Type/print name of Chairman/ sentative) (Type/print name of Landowner's Representative) 0e_4z L-cr 23, ZO I `l o�� (Date) (Date) Signature of Landowner) 2 -u Lo (Type/print name of Landowner) (Date) • • • 4 i f 1 �` �{ 1 0 • PRELIMINARY SUBDIVISION CERTIFICATE OF TITLE Policy NO. 7170-1-1-99859-2014.7208926-92285180 CHICAGO TITLE INSURANCE COMPANY To the County of Gallatin and the City of Bozeman in Montana CHICAGO TITLE INSURANCE COMPANY,a corporation organized and existing under the laws of the State of Nebraska, with its principal office in the City of Jacksonville, Florida,and duly authorized to insure titles in Montana hereby certifies that from its examination of these public records which are impart constructive notice of matters affecting the title to the real estate described in Schedule A hereof, as of the 31s`day of October,2014,at 5 o'clock P.M.,the title to the real estate was indefeasibly vested in fee simple record in: Taylor Properties, Inc. subject only to the obligations, liens, charges, encumbrances and other matters shown under Schedule B hereof. The maximum liability of the.undersigned under this certificate is limited to the sum of$200.00 • This certificate of title is made in consideration of the payment of the premium by the subdivider of the land and for the use of the County and City above named. 717OMT Order Number: 1-101358 American Land Title Company of Montana 1800 W. Koch St. CHICAGO TITLE INSURANCE COMPANY Bozeman, MT 59715 fta.n, 0� ATTES Regi R. Stanislao,Authorized Signatory Schedule A Preliminary Subdivision Certificate of Title(Montana) Schedule A Page 2 Certificate No.: 7208926-92285180 Order No.: 1-1013 5 8 Being the legal description of the real estate covered by this certificate. The following described parcel of real estate: Tracts of land being Lots 3 and 4 in Block 10 of Cattail Creek Subdivision, Phases 2A and 2B, located in the SW'/4NW'/4 and the NW'/4SW'/4 , all in Section 35, Township 1 South, Range 5 East, P.M.M., 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. The above described tract of land is to be know and designated as Cattail Properties, City of Bozeman, Gallatin County, Montana. • Schedule A Preliminary Subdivision Certificate of Title(Montana) • Schedule B Page 3 Certificate No.: 7208926-92285180 Order No.: 1-1013 58 Being all of the estates, interests, equities, lawful claims, or demands, defects, or objections whatsoever to title; and all easements, restrictions, liens, charges, taxes (general, special, or inheritance, or assessments of whatever nature), or encumbrances; and all other matters whatsoever affecting said premises, or the estate, right, title or interest of the record owners, which now do exist of record. 1. Any right, title, or interest in minerals in or under said land including, but not limited to, metals, oil, gas, coal, other hydrocarbons, sand gravel or other common variety materials, stone, mineral rights, mining rights, easement rights, water rights, claims of title to water or other matters relating thereto, whether expressed or implied and whether or not shown by the public records. 2. Easements, covenants, conditions and restrictions, and other servitudes that are not subject to the Montana Subdivision and Platting Act are not shown herein. • 3. Taxes for the year 2014 and subsequent years. Taxes for the year 2013 are paid. Taxes for the first half of the year 2014 are due and payable and will be delinquent if not paid on or before November 30, 2014. Taxes for the second half of the year 2014 are due and payable and will be delinquent if not paid on or before May 31, 2015. (Parcel No. RFG49019) [Affects Lot 3] (Parcel No. RFG49020) [Affects Lot 4] 4. Special assessments levied by the City of Bozeman for 2014-2015 under Account No. 119490: First Half: District No. 690 Lighting District. District No. 8000 Street Maintenance. District No. 8001 Tree Maintenance. First Half Amount: Installment is due and will be delinquent if not paid on or before November 30, 2014. (continued) Schedule B Preliminary Subdivision Certificate of Title(Montana) Page 4 Certificate No.: 7208926-92285180 Order No.: 1-1013 5 8 Second Half: District No. 690 Lighting District. District No. 8000 Street Maintenance. District No. 8001 Tree Maintenance. Second Half Amount: Installment is due and will be delinquent if not paid on or before May 31, 2015. No liability is assumed for any special assessments, snow removal, sewer assessment or garbage assessment not set forth in the Assessment Books of the City of Bozeman. Special assessments levied by the City of Bozeman for 2014-2015 under Account No. 143720: First Half: District No. 690 Lighting District. District No. 8000 Street Maintenance. District No. 8001 Tree Maintenance. First Half Amount: Installment is due and will be delinquent if not paid on or before November 30, 2014. Second Half: District No. 690 Lighting District. District No. 8000 Street Maintenance. District No. 8001 Tree Maintenance. Second Half Amount: Installment is due and will be delinquent if not paid on or before May 31, 2015. No liability is assumed for any special assessments, snow removal, sewer assessment or garbage assessment not set forth in the Assessment Books of the.City of Bozeman. 5. No Search has been made for water rights and unpatented mining claims, and liability thereon is excluded from coverage of this certificate. END OF SCHEDULE B CSA iTax Page 1 of 2 �..., OS tV`� 4 Gateway New Search History Payoff ® Help Property/Parcel TaxID: RFG49019 Mailing Address: 20101 SW BIRCH ST STE 151 Status: Current NEWPORT BEACH,CA 926601749 f Receipt: 49019 Levy District: 0350-08, 7C Bozeman(C)BZP i 2014 Owner(s): TAYLOR PROPERTIES INC ! i 2014 Value: 2014 Taxes: 2014 Payments: Market: $160,418 First Half: $1,284.33 Due: 11/30/2014 First Half: $0.00 Taxable: $3,962 Second Half: $1,284.31 Due: 5/31/2015 Second Half: $0.00 Total: $2,568.64 Total: $0.00 Vet Exempt: $0 Net Taxable: $3,962 (May include penalty&interest) • (� Detail i Detail I 2014 Legal Records: Geo Code: 06-0904-35-3-02-09-0000 Instru#: 2470574D Date: 12/13/2013 Property address: CATTAIL ST, BOZEMAN MT 59715 Subdivision: (CC2)Cattail Creek Subdivision Phase 2A&2B Lot: 3 Block: 10 TRS:T01 S, R05 E, Sec. 35 Legal: CATTAIL CREEK SUB PH 2A&2B, S35,T01 S, R05 E, BLOCK 10, Lot 3,ACRES 2.133, PLAT 7-369 PLUS OPEN SPACE Note: TO OBTAIN PAYMENTS, CLICK ON "HISTORY" Only one search criterion is required(e.g. Parcel#or Owner Name). Entering additional criteria will result in an incomplete search. ATTENTION: For Owner Name Searches, you must search LastName FirstName. Website data last updated 11/3/2014. Payments can be sent to: Gallatin County Treasurer 311 West Main, Room 103 Bozeman, MT 59715 Please direct any questions to: (406)582-3030 or treasurer@gallatin.mt.gov • http://itax.gallatin.mt.gov/detail.aspx?taxid=RFG49019 11/4/2014 CSA iTax 0 Page 1 of 1 Welcome to thv official Nvebsite of S 5 MONTANA Amsterdam/Churchill Belgrade Big Shy Bozeman 9 Four Corners Gallatin Gateway klanhattan 9 Three Forhs 9 West Yellowstone • • ® -'y J0 New Search ❑ Detail 4D View Pie Charts (O Help i Tax Year: 2014 Property/Parcel TaxID: RFG49019 Status: Current Type: RE Owner: TAYLOR PROPERTIES INC Tax Breakdown: Stat# Kind Description 1st Half 2nd Half i 49019 SCHOOL LOCAL SCHOOL TAXES $518.27 $518.26 49019 CITY/RURAL CITY/RURALTAXES $369.97 $369.97 49019 PLANNING DIST PLANNING DISTRICT $3.96 $3.96 j 49019 COUNTY COUNTY TAXES $98.13 $98.13 49019 STATE SCHOOL STATE SCHOOL TAXES $108.95 $108.95 49019 GLTN COLLEGE GALLATIN COLLEGE $2.97 $2.97 • j 49019 PUBLIC SAFETY PUBLIC SAFETY $79.26 $79.26 49019 STATE STATE TAXES $91.13 $91.13 49019 SPECIAL: 0110 GALLATIN CONSRV DIST $1.88 $1.88 49019 SPECIAL: 0300 OPEN SPACE BONDS $9.81 $9.80 i 1st Half Total: $1,284.33 2nd Half Total: $1,284.31 i Total Tax: $2,568.64 i r Note: I1 TO OBTAIN PAYMENTS, CLICK ON "HISTORY" i Only one search criterion is required(e.g.Parcel #or Owner Name). Entering additional criteria will result in an incomplete search. ATTENTION: For Owner Name Searches,you must search LastName FirstName. Website data last updated 11/3/2014. Payments can be sent to: Gallatin County Treasurer 311 West Main,Room 103 Bozeman,MT 59715 i Please direct any questions to: (406)582-3030 or treasurer@oallatin.mt.gov . . . ler 0 technologies 2014,Tyler Technologies Version 4.5.3 http://itax.gallatin.mt.gov/kindoftax.aspx 11/4/2014 CSA iTax Page 1 of 2 Welconte to the official web-sitt, of GadlaUn 0. I J$ New Search History payoff ® Help Property/Parcel TaxID: RFG49020 Mailing Address: 20101 SW BIRCH ST STE 151 Status: Current NEWPORT BEACH,CA 926601749 Receipt: 49020 Levy District: 0350-08,7C Bozeman(C)BZP 2014 Owner(s): TAYLOR PROPERTIES INC 2014 Value: 2014 Taxes: 2014 Payments: Market: $201,587 First Half: $1,614.01 Due: 11/30/2014 First Half: $0.00 Taxable: $4,979 Second Half: $1,613.98 Due: 5/31/2015 Second Half: $0.00 Total: $3,227.99 Total: $0.00 Vet Exempt: $0 Net Taxable: $4,979 (May include penalty&interest) Detail Detail 2014 Legal Records: Geo Code: 06-0904-35-3-02-13-0000 Instru#: 2469095D Date: 11/27/2013 Subdivision: (CC2)Cattail Creek Subdivision Phase 2A&2B Lot: 4 Block: 10 TRS:T01 S, ROS E, Sec. 35 Legal: CATTAIL CREEK SUB PH 2A&2B,S35,T01 S, R05 E, BLOCK 10, Lot 4, ACRES 3.075, PLAT 3-369 PLUS OPEN SPACE Note: TO OBTAIN PAYMENTS, CLICK ON "HISTORY" Only one search criterion is required(e.g. Parcel # or Owner Name). Entering additional criteria will result in an incomplete search. ATTENTION: For Owner Name Searches,you must search LastName FirstName. Website data last updated 11/3/2014. Payments can be sent to: Gallatin County Treasurer 311 West Main, Room 103 Bozeman, MT 59715 . Please direct any questions to: (406)582-3030 or treasurer(5)galla tin.mt.clov • http://itax.gallatin.mt.gov/detail.aspx?taxid=RFG49020 11/4/2014 CSA iTax Page 1 of 1 Welcome to the official website of .y � g s a = '< t, jt New Search Detail ; View Pie Charts f® Help i Tax Year: 2014 Property/Parcel TaxID: RFG49020 Status: Current i I Type: RE ! l Owner: TAYLOR PROPERTIES INC j Tax Breakdown: Stat# Kind Description 1st Half 2nd Half ! 49020 SCHOOL LOCAL SCHOOL TAXES $651.29 $651.29 I 49020 CITY/RURAL CITY/RURAL TAXES $464.94 $464.94 49020 PLANNING DIST PLANNING DISTRICT $4.98 $4.98 49020 COUNTY COUNTY TAXES $123.32 $123.32 49020 STATE SCHOOL STATE SCHOOL TAXES $136.92 $136.92 49020 GLTN COLLEGE GALLATIN COLLEGE $3.73 $3.73 49020 PUBLIC SAFETY PUBLIC SAFETY $99.61 $99.60 49020 STATE STATE TAXES $114.52 $114.52 49020 SPECIAL: 0110 GALLATIN CONSRV DIST $2.37 $2.36 49020 SPECIAL: 0300 OPEN SPACE BONDS $12.33 $12.32 i 1st Half Total: $1,614.01 2nd Half Total: $1,613.98 Total Tax: $3,227.99 • i Note: TO OBTAIN PAYMENTS, CLICK ON "HISTORY" Only one search criterion is required(e.g.Parcel#or Owner Name). Entering additional criteria will result in an incomplete search. i ATTENTION: For Owner Name Searches, you must search LastName FirstName. Website data last updated 11/3/2014. Payments can be sent to: Gallatin County Treasurer 311 West Main,Room 103 Bozeman, MT 59715 Please direct any questions to: (406)582-3030 or treasurer@gallatnn.mt.gov • •,;� tyler technologies ✓•2014,Tyler Technologies Version 4.5.3 http://itax.galIatin.mt.gov/kindoftax.aspx 11/4/2014 2470574 Page 1 of 2 12/172013 04:03:27 PM Fee:$14.00 I Charlotte Mills-Gallatin County,MT DEED I I i t t • j WHEN RECORDED RETURN TO: i Name: Stewart Title Company Address: 2020 Charlotte St.,Suite 6 Bozeman,MT 59714 File No.: ST 01220-2002 i t WARRANTY DEED FOR A VALUABLE CONSIDE TION,the receipt of which is acknowledged the undersigned,Schroeder Homes,Inc.,whose address IsRANTOR(S)do/does hereby grant,bargain,sell and convey unto: Taylor Properties,I c, coo Sc.J rrI 151 GRANTEE(S), his/her/their heirs and assigns, the following described premises in Gallatin County and State of Montana: Lot 3 in Block 10 of Cattail Creek'Subd[vision,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-3691 I TO HAVE AND'TO HOLD the paid premises, with its appurtenances and easements apparent or of record, unto the said GRANTEE IS),his/her/their heirs and assigns,forever. And the said GRANTOR(S) do/does hereby covenant to and Mth the said GRANTEE(S),that the GRANTOR(S)istare the owner(s)In • fee simple of said premises;that said premises are free-from all encumbrances except for current years taxes, levies, and assessments and except U.S. Patent reservations, restriction, easements of record, 'and easements visible upon the remises,and the GRANTOR(S)will warrant and defend the same from all lawful claims whatsoever. i SUBJECTTO: A. All reservations, exceptions,covenants,conditions and restrictions of record and in patents from the United States or the state of Montana; B. All existing easements,rights of way and restrictions apparent or of record; C, Taxes and assessments for the cur,ent year and subsequent years; D. All prior conveyances, leases or transfers of any interest in minerals,including oil,gas and other hydrocarbons;and E. Building,use,zoning,sanitary,and environmental restrictions. GRANTOR(S)covenant with GI4ANTEE(S)that GRANTOR(S)are now seized in fee simple absolute of said premises; that GRANTORQS) have full power to convey same; that the same is free from all encumbrances excepting those±set forth above; that GRANTEE(S) shall enjoy the same without any lawful disturbance; that GRANTPR(S) will, on demand, execute and deliver to GRANTEE(S), at the expense of GRANTORS,any further assurance of the same that may be reasonably required;and,with the exceptions set forth above,that GRANTOR(S)warrant to GRANTEE(S)and will defend for him/her all the said premises against every Gerson lawfully claiming all or any interest in same. i DATED this 13th day of December,2013. t SCHHRROEDER HOMES,INC. I Larry D.Sch5eder President t • t I I 2470574&e 2 of 2 12/17/2013 04:03:27 PM t I . I i State of Montana County of Gallatin I On this 2L day of December,2013,before me,the undersigned,a Notary Public in and for said State, personally appeared Larry D. Schroeder, President of Schroeder Homes, Inc., known to me, and/or Identified to me on the basis of statisfactory evidence,to be the person(s)whose name Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same. WI7tedN.- MY HAND AND OFFICIAL SEAL (SIGNATURE) m . TERI EGAN Notary Public in a or the Stato of Montana (S • ?'EK, �+a Nosy Public Residin at g g �pSARI for the State of Montane My commissio ex es: ' Residing at. ;y*.S Bozeman,Montana b My Commission Expires: °OaOp `� Qctober22,2016 I I i I I i i i i i i . I 2469095 _ PlIag��e: 1 of 2 II11/27/2013 04:02:04 PM u Fee: $14.00 I0lNIIi It.IION�IIIIt��NID ilatin iII AIIMT I�'lll� DEED P108SO return to: Security Title Company 600 South 19th Bowmen,MT 59718 WARRANTY DEED FOR VALUE RECEIVED, JERRY LOCATI and BARRY BROWN, the Grantors, do hereby grant, bargain, sell, convey and confirm unto TAYLOR PROPERTIES, INC. of 20101 Southwest Birch Suite 151, Newport Beach, California 92660, the Grantee and its assigns, the following described premises in Gallatin County, Montana, to-wit: Lot 4 in Block 10 of the Plat 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, Gallatin County, Montana. (Plat Reference: J-369) SUBJECT TO reservations and restrictions in federal patents, prior conveyances, and mineral reservations of record, all real property taxes and assessments for the current year and subsequent years, and all building and use restrictions, covenants, easements, agreements, conditions and rights of way of record and those which would be disclosed by an examination of the property. TO HAVE AND TO HOLD the said premises, with their tenements, hereditaments, and appurtenances unto the said Grantee and its assigns forever. And the said Grantors do hereby covenant to and with the said Grantee that they are the.owners in fee simple of said premises; that Grantee shall enjoy the same without any lawful disturbance; that the same is free from all encumbrances except those limitations set forth above; that the Grantors and all persons acquiring any interest in the same through or from Grantors will, on demand, execute and deliver to the Grantee, at the expense of the Grantee, any further assurance of the same that may be reasonably required; and that the Grantors will warrant to the Grantee all the said property against every person lawfully claiming the same. 2469095Oe 2 of 2 11/27/201 3 04:02:04 PM • DATED this Z l day of Novemb r 2013. B o n STATE OF MONTANA ) Bar ss. County of Gallatin ) On this Z+7 day of November, 2013, before me, a Notary Public in and for said State, personally appeared BARRY BROWN, known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same. Pri ted Name: Notary Public for the State-of Montana KRIS OEASON Residing at Montana C' Notary Public My commission expires: �otnRiq4'. :for the State of Montana Residing at: Bozeman,Montana My commission Expires: '"• Au ust 12 20l4 . J ry c ti y Kirs n Smi h h's. a orn y in fact f�,� STATE OF MONTANA } ss. County of Gallatin } On this day of November, 2013, before me, a Notary Public in and for said State, personally appeared*JERKY LOCATI, known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same. *Kirs ` Smith as attorney in fact for KRIS DEASON ,a^5'ppgs Printed Name: � •. ..( ,., Notary Public y :NOTnaq�. _.tor the state ofMontana Notary Public for the State of Montana -- Residing at: Residing at Montana *a�' SEAL•.ea Bozeman,Montana My commission expires "3;9jF•. mot ' My Commission Expires: OF August 12 2014 J ' ` 1 .. ` � • r ENGINEERING �\�E S I S CONSULTING ll� PLANNING &201GINEERING, INC DESIGN • RTH TIM AVENUE,BOZEMAN,MT 59715 204 N.11"Ave. BOZEMAN,MT 59715 406-581-3319 www.g-e-i.net 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 6J 204 N. 11"'Ave., Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Q7 Page 1 of 7 NGINEERING,INC �.a�yM.a:..x�� • 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),6`h 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&26,TD&H, May 2002. 204 N. 111h Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Q5 Page 2 of 7 H:\1097\001\DOCS\PUD Submittal\working fold er\WaterWastewaterDR.doc NGINEERING,INC I. Project Background 1-1. 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. 1-2. 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. 1-3. 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. 1-4. 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),61h 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. • 204 N. 11'h Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.-g-a-i.net Page 3 of 7 H:\1097\001\DOCS\PUD Submittal\working fold er\WaterWastewaterDR.doc - NGINEERING,INC 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+P"' 4+P0.s 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. • Q� 204 N. 11'"Ave., Bozeman, MT 59715 Cell:(406)581-3319 www.ci-a-i.net Q� Page 4 of 7 H:\1097\001\DOCS\PUD Submittal\working fold er\WaterWastewaterDR.doc NGINEERING,INC • -mxrr.dy a/.;Y.k..lcdeJC.irru 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. 204 N. 11'h Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net (s) Page 5 of 7 H:\1097\001\DOCS\PUD Submittal\working fold er\WaterWastewaterDR.doc NGINEERING,INC •6• of.Aie Su+lal q/�e®vm i 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. 204 N.11"'Ave.,Bozeman,NIT 59715 Cell:(406)581-3319 www.q-a-i.net Page 6 of 7 HA1097\001\DOGS\PUD Submittal\WaterWastewaterDR.doc NGINEERING,INC Appendix A Drawings & WaterCAD (itl 204 N.11"'Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.o-a-i.net Page 7 of 7 HA1097\001\DOGS\PUD Submittal\WaterWastewaterDR.doc "> • j-�� _- i° s- •�\ - \.\ EXISTING 8'WATER MAIN r` _ / / ���5 - '4- •� ��'1`�\ • EXISTING 8'SEWER MAIN / Ate ARK EXISTING24'SEWE MAIN EXISTING 12'WATER MAIN '� ., s .R'%' \ ---------------- r ------------- - - -- - - - - ; �__ ____ ____ _ ____________�1__ I it _ ___ ------ `• I - 1 � I ' 1 I - ' i .G 10 7 I , it 1 I I II i I II 2 T _________ _______J .' ��11 •'J II I I II �I >. ssx� 2epo' ssx wr: am I ssae� ssm 1 ssm. ssz•: al i I Ll _.____ ._ -______ g ssm 340.2r NSV41.46•E 210.20' N8T 41'36•E GRAPHIC SCALE I 4o p 20 40 • (IN veer) 2 mob m 40 k I,"X17':1�808 VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER sem NO. DESCRIPTION DATE BY CATTAIL PROPERTIES 1097.001 REDUCED LNE BELOW CHKD.BY: MEASURES OfE INCH m owaNnL a+nwiw. II En�laer6g .BY: SHEET NUMBER i^�� 204 N-11mPPR Ave.AVe. BOZEMAN MT Bozeman,MT 59715 DATE:10/2014 NA• Design DRAWING NUMBER L4mrr sGnIE AGGGRaNctr Phone:na:(4�)581J319 B O.A.REVIEW WATER&SEWER LAYOUT UTIL-1 NGINEERING, INC H:\1097\001\NCAD\uti0ty�ester.dWg Plotted byleremy may on 10/17201412:46PM 7�tlWaning ofoXm Standardo CO8lmitment t aGwr OGENE818ENGINEEMMJNC.2014 DATE: Fire Flow Analysis 0 Fire Flow Report ode Needed Total Satisfies Available Residual Calculated Ainimum Zone Calculated Minimurt linimum Syster i Calculated Minimum el Fire Flow Needed Fire Flow Fire Pressure Residual Pressure I/IinimumZone Zone Pressure PlinimumSystemSystem (gpm) Fire Flow ConstraintsFlow (psi) Pressure (psi) Pressure Junction (psi) Pressure Junction (gpm) (gpm) (psi) (psi) (psi) J-3 2,000.00 2,000.00 true 4,389.96 20.00 23.03 20.00 20.00 J-7 20.00 20.00 J-7 J-4 2,000.00 2,000.00 true 4,301.88 20.00 22.39 20.00 20.00 J-7 20.00 20.00 J-7 J-5 2,000.00 2,002.30 true 3,899.55 20.00 20.00 20.00 20.92 J-7 20.00 20.92 J-7 J-6 2,000.00 2,002.30 true 3,853.89 20.00 21.30 20.00 20.00 J-7 20.00 20.00 J-7 J-7 2,000.00 2,000.00 true 3,593.50 20.00 20.00 20.00 30.87 J-6 20.00 30.87 J-6 J-8 2,000.00 2,010.81 true 4,119.12 20.00 20.00 20.00 20.56 J-7 20.00 20.56 J-7 J-9 2,000.00 2,000.00 true 4,105.19 20.00 20.43 20.00 20.00 J-11 20.00 20.00 J-11 J-10 2,000.00 2,013.80 true 4,175.87 20.00 21.51 20.00 20.00 J-7 20.00 20.00 J-7 J-11 2,000.00 2,000.00 true 13,130.61 20.00 20.001 20.001 51.88 J-9 1 20.001 51.88 J-9 • • Title:Cattail Properties Project Engineer:Genesis Engineering Inc. hA...\001\docs\design\water\watercad\cattail2.wcd WaterCAD v3.0[051] 10/17/14 10:50:09 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 • Steady State Analysis Junction Report AVERAGE DAY FLOWS 6od e Elevation Demand DemandDemandCalculated HydraulicPressure el (ft) Type (gpm) Pattern Demand Grade (psi) (gpm) (ft) J-3 4,649.00 Demand 0.00 Fixed 0.00 4,885.00 102.05 J-4 4,648.00 Demand 0.00 Fixed 0.00 4,885.00 102.49 J-5 4,652.00 Demand 1.00 Fixed 1.00 4,885.00 100.76 J-6 4,653.00 Demand 1.00 Fixed 1.00 4,885.00 100.32 J-7 4,656.00 Demand 0.00 Fixed 0.00 4,885.00 99.03 J-8 4,653.00 Demand 4.70 Fixed 4.70 4,885.00 100.32 J-9 4,653.00 Demand 0.00 Fixed 0.00 4,885.00 100.32 J-10 4,650.00 Demand 6.00 Fixed 6.00 4,885.00 101.62 J-11 14,654.00 1 Demand 1 0.001 Fixed 1 0.00 4,885.00 99.89 • • Title:Cattail Properties Project Engineer:Genesis Engineering Inc. h:\...\001\dots\design\water\watercad\cattail2.wcd WaterCAD v3.0[051] 10/17/14 11:05:45 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1666 Page 1 of 1 • r J-4 P-3 P- -10 J R 1 P_y2-. t j I. 1 �� P-1 8�P J-9 P 6 I I f�i P-13 ' J-7 • • ENGINEERING �, g}�S g S CONSULTING Y�`�111�gq PH PLANNING NGINEERING, INC DESIGN• 204 N.11m Ave. 802EMAN,W 59715 406.581-3319 wwwg-a-i.net 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 NorthWestem'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 imay@s-e-i.net. Sincerely, Jeremy MX_E. Genesis Engineering, Inc. www.g-e-i.net Enclosures cc: • H:\1097\001\DOCS\PUD Submittal\working folder\Z-Charter_Letter.doc Q� 204 N. 1 Vh Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Page 1 of 1 • ENGINEERING CONSULTING Y Y ESIS PLANNING NGINEERING, INC DESIGN 204 N.11*Ave. BOZEMAN,MT 59715 406-581-3319 www.g-ei.net October 28,2014 Centuryl-ink 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 Centuryl-ink'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, A� Jere/Mor_E. Genesis Engineering, Inc. www.g-e-i.net Enclosures cc: H:\1097\001\DOCS\PUD Submittal\working folder\Z-Centurylink_Letter.doc ® 204 N. 11'"Ave.,Bozeman,MT 59715 Cell:(406)581-3319 wvvw.o-a-i.net ® Page 1 of 1 0 • ENGINEERING � j�E S IS CONSULTING 111i��11 llif PLANNING NGINEERING, INC DESIGN 204 K 11°Ave. BOZEMAN,MT 59715 406-581-3319 www.g-e-i.net 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&213 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 imav@s-e-i.net. Sincerely, fiv Jere/Mj kEr . Genesis Engineering, Inc. www.g-a-i.net Enclosures cc: H:\1097\001\DOCS\PUD Submittal\working fold er\Z-Charter_Letter.doc 204 N. 1 Vh Ave.,Bozeman,MT 59715 Cell:(406)581-3319 www.q-a-i.net Page 1 of 1 NOTE: ' UTILITY LOCATION A RESULT OF MEETINGS WITH LINDA GALE WITH Q // \ , \A'` IN \'\ NORTHWESTERN ENERGY. / \ ,�. 12'UTILITY EASEMENT • a/ 11 / 10 \\ \ / \ \RF.RO3� �� 1,\ \ i PARK C �\P\\ 6g / \ PROPOSED LOCATION OF POWER, 7 1 f OAS.PHONE 8 COMMUNICATIONS 12 / , \ 5 / 13 4NN 14 \ W 2 P �\ \! 49 48 � '� 1 A \\ t 15 y ppRK A\ y\ \\ �\ \` ,. \ 47 �. 1 W x Oro — _. D Y z \ / 46 m37 rn PARK B a PARK 8 I `� 17 P I PROPOSED LOCATION OF POWER, 36 10'UTIL EASEMENT I w HPONE&CMMUNICATIONSGAS, I ' i I 18 D 00 38 39 40 41 42 43 44 45 35 r zl0 ; m 19 — W v 34 l� --- — — — ; PROPOSED PUBLIC I I Z UTILITY EASEMENT - - F ROAD IN 42'R.O.W.33 _ --` I - 12'UTILI EASEMENT 32 I 30 29 28 27 26 24 23 22 21 20 31 u E E E E E E GRAPIUC SCALE • Peel) I, 1 cgb- 30 1L 141T'1•-60 fl PROJECT NUMBER VERIFY SCALE REVISIONS DRAWN BY:JRM CATTAIL PROPERTIES 1097.001 NO. DESCRIPTION DATE By CHWD.BY:CMW SHEET NUMBER REDUCED.L➢:E BELQM uEtisu ora:w m r APPR.BY: BOZEMAN MT oR,Guuuuum+G. _ N E S I S Co""" 204 N.1 T Ave. DATE:M 2014_ DRAWING NUMBER Design Borcmen,MT 59715 NG[NEERING, INC Planning PAone:(408)581-3319 OAREVIEW PRELIMINARY UTILITY LAYOUT UTIL-1 FY BULE,ICCOROLNGLY A10971001WC:..IBITSWIOIIyWouLdn Plotted by Jeremy may on 10/3V2014921 AM � axew Stan&! rni C�MOGENEs,srnGWEEMG,MX14 oA�� Bozeman Public Schools Todd Swinehart, PE 404 West Main, PO Box 520 Director of Facilities • Bozeman, MT 59771-0520 (406) 522-6009 ' www.bsd7.org todd.swinehart@bsd7.org November 5, 2014 Chris Wasia, P.E. Genesis Engineering, Inc. 204 N. 11th Ave Bozeman, Montana 59715 Via email: cwasia(cD-q-a-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 31 st, 2014, for the evaluation of the proposed subdivision, we would expect that the developed area for 50 twnhomes 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 • • ENGINEERING N E S I S CONSULTING PLANNING • NGINEERING, INC DESIGN 204 N.11a Ave. BOZEMAN,MT 59715 406-581.3319 www.g�-i.net 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&26 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, 61 o • 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 204 N. 11th Ave., Bozeman, MT 59715 Cell: (406)581-3319 www.o-a-i.net Page 1 of 1 NOTE: MFFTIN.0 WITH LWDA GALE NORTHWESTERN ENERGY. I \ � IZVRIIYF SFAENT \ 10 9 SS gyp. 7 .l G/S.PIIONE4CONMURIUMIN9 �/ i G i 12 6 5 � � / \ 13 1_ a 1 so 14 49 1 \ S I z PARK A 48 m� � _ , .... 47 ....... —Z r U I 46 / 16 p I t37 R m PARK 8 �A K 8 .. 17 PROPOSEP LOCAnON OP P—P. 36 I I I ib lm EASEMENT GAS.PxONE A COMNUNIGTgN3 18 oI0 38 39 40 41 42 43 44 45 35 =8 oO 19 i 34 PUBLIC_ ROAD IN 42'R.O.W 33 I . 1SUTNIY FASEI.tENT \� 32 30 29 28 27 26 5 24 23 22 21 20 N GRAPHICSCATS '..._.._....-. _.._..._..._................._.._—.—._._..._____.._._........_.._____ ......._ _-...._......._..___..........__...JJl----- VERIFY SCAIE RENEION9 OpAWN Or: R,�I M PROIECTNIIMEER No. OESORIPTION ogle Rr �l' �p...III ■p a� CATTAIL PROPERTIES IasT- �...m...n p e,..I Y AwR.er._ sNEET NUMBER ■^�, is n."T A.a. BOZEMAN MT G� G®Iw nR scats .1e y9_ oRArmGNUNEER "" ` `°°°."• NGINEERING,INC "°""b Rnw:145135,Snb GA REVIEW NSt43PIDtNCAgE%II�RII br: PRELIMINARY UTILITY LAYOUT UTIL-1 ^VmM1mrv�A4r.V IAT.a40ypmry arm tGze°4u vso AM o ux re.CerJ Dole: QUWEDSRITES PQS�13L SERVICE 2201 Baxter Lane . Bozeman MT 59718-9998 1-800-275-8777 or 1-406-586-1508 October 29, 2014 Suzanne McGee Bayliss Architects PO Box 1134 Bozeman, MT 59771-1134 RE: 3046 Cattail St. Taylor Properties Condominiums To whom it may concern, Our recommendation for a site for Mail delivery would be centered on the east side of the street in the boulevard adjacent to lot 38. A concrete pad 3ft. deep, 12ft. wide and 3 '/2 inches thick. The top surface of the pad would be flush with the top of the curb. To be furnished by the developer. It would accommodate (1) 16 unit CBU and (3) 12 unit CBU"s for delivery to 50 lots. To be furnished by the developer. If you have any questions or concerns I welcome you calls. Respectfully, Mike Novotny Maintenance US Postal Service