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HomeMy WebLinkAbout638300220995873232) N .Jul � �:f;R s 'r� dF. � ., !:.•^I ��,�k,��t d r rdyy4rT�i�. } 1 y r a . F � it { 18498 WestWinds SW P{ip:Final Plan 3270 Breeze Ln. i Islands LLC a. 10/25/2018 � MT Y:��G� ! •� 44,f. I� 5 wl LETTER OF TRANSMITTAL mnnn HAYSTACK Date: November 7, 2018 DEVELOPMENT Project: 102.19 104 E.MAIN ST.SUITE 206 PO BOX 1793 Attention: Chris Saunders, AICP BOZEMAN,MT 59771 406.570.3830 RE: West Winds SW PUD Final Plan Application www.haystackdevelopment.com TO: City of Bozeman Community Development 20 East Olive Street Bozeman, MT 59715 We are sending you the following items: ® Attached ❑ Under separate cover via ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Specifications ❑ Change Order ❑ Copy of Letter ❑ Contract Documents ❑ Pay Request ❑ Addendum N Other Copies Date No. Description LTR 11/7/18 1 PUD Conditions of Approval (Doc. No.2631184) THESE ARE TRANSMITTED as checked below: _ ❑ For approval ❑ No exceptions taken ❑ Submit specified item N For your use ❑ Make corrections noted ❑ Prints returned after loan to us N As requested ❑ Revise and resubmit N For your fil s ❑ For review and comments ❑ Rejected ❑ For si at REMARKS: Let me know if you have any questions. Signed: revs cSpadden D NOV 0 7 2018 DEPARTMENT OF COMMUNITY DEVELOPMENT Inter-office od&al to: City of rk's Office 2631184 City Clerk's Office PO Bux 1230 Bozeman\1T 59771 IPa{{9e:IIII III of 5IIIIIIII {{14411Gallatin 0II712``018IIIIII1}1}}{{.01lII1II:39A{MIIII II Fee: `$35.00 ' 1IIIIII�IIII�II'II�IIII(I{4If)ll�l��ll{I��III�I{9II IIIII IIIIIII III I��II IIIII II�II III II11 M ISC atte Mills CONDITIONS OF APPROVAL FOR THE WEST WINDS SW PLANNED UNIT DEVELOPMENT APPLICATION 18498 WEST WINDS SW PLANNED UNIT DEVELOPMENT FOR PROPERTY LOCATED AT NE CORNER OF DAVIS LANE AND OAK STREET,BOZEMAN,MONTANA WHEREAS, the undersigned property owner acknowledges the receipt of a planned unit development to allow 72 single-household lots, one(1)open space lot and related site In improvements at the northeast corner of Oak Street and.Davis Lane,City of Bozeman, Montana and further addressed as 3270 Breeze Lane, and 1345 and 1553 Windward Avenue; and WHEREAS,the use is to be located on property that is legally described as Lots 1 & 2 of Block I and Lot l of Block 4 of the Amended Plat of Lot 1 and Lot 2 of Block 1 and Lot 1 of Block 4 of West Winds Subdivision Ph.4 and Lot I of Block 3 and Lot 1 of Block 4 of West Winds Subdivision Ph. 5,N W 1/4 of Sec.2,T2S, R5E,P.M.M., City of Bozeman, Gallatin County, Montana; and WHEREAS,the Planned Unit Development(PUD)is contained within the City of Bozeman Department of Community Development's preliminary PUD application 17584 and final PUD application 18498 and associated with subdivision applications 17583 and 18461; and WHEREAS,the use is to be located on property that is legally zoned as R-3 (Residential Medium Density District) zoning district; and WHEREAS,the Planned Unit Development was granted relaxations from the zoning requirements of the Unified Development Code and the requirements of the R-3 zoning district; and WHEREAS,the Planned Unit Development is subject to the following conditions of approval and code provisions: 1. The applicant is advised that unmet code provisions, or code provisions that are not specifically listed as conditions of approval, does not, in any way,create a waiver or other relaxation of the lawful requirements of the Bozeman Municipal Code or state law. 263104 Page 2 of 5 11/07/2018 11 :01 :39 CONDITIONS OF APPROVAL FOR A CONDITIONAL USE PERMIT APPLICATION 2. The final PUD plan shall be submitted,reviewed, and approved prior to approval of the final plat. 3. The applicant shall submit with the application for Final PUD Plan review and approval, a written narrative stating how they have responded to each of these comments. This narrative shall be in sufficient detail to direct the reviewer to the appropriate plat, plan, sheet,note, covenant, etc. in the submittal: 4. No property may be removed from the covenants without written approval of the City of Bozeman. 5. The City of Bozeman has relied upon the overall design standards required as part of the planned unit development application. The design standards may not be altered without consent of the City. 6. Fences located in the front,side or rear yard setback of properties adjacent to any park or open space, Oak Street,or Davis Lane shall not exceed a maximum height of four(4) feet, and.shall be of an open construction designed in a manner to be consistent along park Iand and open space areas. Proposed fencing shall conform to Section 38.23.130 "Fences, Walls and Hedges" or any successor section of municipal code. This requirement,with appropriate exhibits of fence types,shall be addressed and illustrated in the property owner's association documents. The documents shall include one or more coordinated fence style(s)acceptable to the City for locations sharing a property line with a public park or open space. 7. The applicant must include a note on the plat prior to final plat approval indicating that all alleys must be privately maintained by the homeowner's association. The City will not maintain the alleys. 8. The applicant must include a note on the plat prior to final plat approval indicating that the homeowner's association is responsible for maintenance of subdivision stormwater improvements. 9. The applicant must revise the draft groundwater note on the preliminary plat to indicate that no basements will be allowed and no crawl spaces exceeding 3-feet in depth will be allowed due to high groundwater conditions at the site. The applicant must also adjust the wording on the draft plat regarding City Policy by removing the wording, "...unless capacity is designed into the drainage system to accept the pumped water..." Capacity has not been designed into the drainage system to accept groundwater from sump pumps. 10. The applicant must include the snow storage plan in the Homeowner's Association documents and demonstrate the inclusion prior to final plat approval. 11. The applicant must pay the Far West Sewer Payback for the property prior to final plat approval. The applicant must submit payment at the City Engineering Division. West Winds SW Final Planned Unit Development 18498 PAGE 2 OF 4 263164 Page 3 of 5 11/07/2018 11 :01 :39 CONDITIONS OF APPROVAL FOR A CONDITIONAL USE PERMIT APPLICATION 12. If not already filed for the subject site,the applicant must provide and file with the County Clerk and Recorder's office executed Waivers of Right to Protest Creation of Special Improvement Districts(SID's)for the following: a. Street improvements to Davis Lane including paving, curb/gutter, sidewalk,and storm drainage b. Street improvements to Oak Street including paving, curb/gutter, sidewalk, and storm drainage c. Intersection improvements to Davis Lane and Oak Street d. intersection improvements to Baxter Lane and Davis Lane e. Intersection improvements to N.27th Avenue and Oak Street f. Intersection improvements to Oak Street and Ferguson Avenue The document filed must specify that in the event an SID is not utilized for the completion of these improvements, the developer agrees to participate in an alternate financing method for the completion of said improvements on a fair share, proportionate basis as determined by square footage of property, taxable valuation of the property, traffic contribution from the development, or a combination thereof. The applicant must provide a copy of the filed SID waiver prior to final plat approval. 13. The applicant must submit plans and specifications for water and sewer main extensions, streets,and storm water improvements,prepared and signed by a professional engineer (PE)registered in the State of Montana, which must be provided to and approved by the City Engineer. Water and sewer plans must also be approved by the Montana Department of Environmental Quality. The applicant must also provide professional engineering services for construction inspection, post-construction certification, and preparation of mylar record drawings. Construction shall not be initiated on the public infrastructure improvements until the plans and specifications have been approved and a preconstruction conference has been conducted. Building permits will not be issued prior to City acceptance of the site infrastructure improvements unless all provisions set forth in Section 38.39.030.D of the Bozeman Municipal Code are met to allow for concurrent construction. Although many of the infrastructure drawings were submitted with the subdivision application, those plans are not considered final and will not be reviewed as the infrastructure submittal. The applicant must provide a separate infrastructure submittal to the City Engineering Division after preliminary plat approval. 14. Parking on Bora Way,Zephyr Way, and Mistral Way is only allowed on the interior side of the right of way immediately adjacent to Blocks 5 and 6. Code Requirements Requiring Plan Changes: West Winds SW Final.Planned Unit Development 18498 PAGE 3 OF 4 2631W Page 4 of 5 1 1/07/201 8 1 1 :01 :39 • CONDITIONS OF APPROVAL FOR A CONDITIONAL USE PERMIT APPLICATION 1. BMC Section 38.24.010.A states: All streets shall be provided in accordance with the adopted growth policy and/or transportation plan. The arrangement, type, extent,width, grade and location of all streets shall be considered in their relation to existing and planned streets,to topographical conditions,to public convenience and safety, and to the proposed uses of the land to be served by such streets. The applicant must demonstrate that the curb bulbs in the alleys can accommodate the turn radius of the City fire trucks and the City garbage trucks prior to preliminary plat approval. The applicant must obtain approval for the turn radii from the City Fire Department and the City Solid Waste Division(Kevin Handlin)prior to approval of engineering plans and specifications and prior to final plat approval. 2. BMC Section 38.24.010.A.12 states: Street signs and other traffic control devices shall be installed at all intersections and any other location required by the city. The location, size, shape and height of all traffic control devices shall comply with city requirements, and shall conform with the Manual of Uniform Traffic Control Devices (MUTCD) and the city modifications to state public works standard specifications. The applicant must submit an updated signage and striping plan prior to approval of infrastructure plans and specifications and prior to final plat approval that indicates stop signs removed from alley accesses. 3. Bozeman Municipal Code (BMC) Section 38.23.060.A states: Where determined to be necessary, public and/or private easements shall be provided for private and public utilities, drainage, vehicular or pedestrian access, etc. The applicant's drawings indicate telephone utilities located outside the utility easement along Oak Street. Either the telephone utilities must be relocated inside the easement, or the applicant must provide additional utility easement width along Oak Street to include the telephone utility in the easement prior to final plat approval. NOW,THEREFORE,BE IT HEREBY KNOWN,that the above-noted conditions of approval and code provisions for the Planned Unit Development shall be binding upon the undersigned owner of the subject property,and all successors or assigns,as long as the use remains at the property located at the northeast corner of Oak Street and Davis Lane, City of Bozeman, Montana and further addressed as 3270 Breeze Lane, and 1345 and 1553 Windward Avenue and succeeds to any lots further platted by the West Winds SW subdivision. DATED THIS_c-M DAY OF f0V A A"e ,2018. West Winds SW Final Planned Unit Development 18498 PAGE 4 OF 4 263J$4 Page 5 of 5 11/07/2018 11 :01 :39 CONDITIONS OF APPROVAL FOR A CONDITIONAL USE PERMIT APPLICATION ISLANDS,LLC-PROPERTY OWNER ,ee- A� Ignature W. Mark Easton STATE OF MONTANA ss County of GALLATIN ) On this—S!day of ft 2018, before me, the undersigned, a Notary Public for the State of Montana, personally appeared W. Mark Easton known to me to be the {moo b" of Islands LLC and acknowledged to me that he executed the within instrument for and on behalf of Islands LLC. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal the day and year first above written. EAL (Prided name) APRIL HUBER Notary Public for the Sta f Montana P. 9' Notary Public ! Residing at NOTAatq�- %for the State of Montana Residing at: I My Commissio xpires: Bozeman, Montana '9 P (Use four its for expiration year) My Commission Expires; September 01,2020 West Winds SW Final Planned Unit Development 18498 PAGE 5 OF 4 WWINDS SW PUD 10092018 y e a R y R F t i ! y � k h F' ~N w♦ r't •r�w, F CITY OF BC9M ' ** CUb7O11ER RECEIPT *** . Oper: PROFTA`1i Type: EP Dra jer: 1 Date: .10/25/18 01 Receipt no: 61611 ` Year Reber A wt 2018 498 PZ PLANNING &zugING $8074.00 Ia 7 WINDS EW FINk PIJD Tender detai 1 a( a-EEK ,.4677 $1450.00 CK OfEK %T $6624.00 Total tendered $8074.00 Total payment $8074.00 Trans date: 10/25/18 Time: 12:41:48 ww YOL!! BOZ E MA MT Community Development Al DEVELOPMENT REVIEW APPLICATION 1. PROJECT Development 18 o 9 4ft 8 Name: West Winds SW Planned Unit Development Description: 73 Lot Residential Subdivision (72 Residential Lots + 1 Open Space Tract) 2. PROPERTY OWNER Name: Islands LLC n I g Fi�� Full Address: PO Box 12037 Bozeman, MT 59719 Phone: 406.581.9644 OCT 25 2018 Email: mark@eastonconcrete.com F COMMUNITY DEVELOPMENT 3.APPLICANT Name: Islands LLC o r Full Address: PO Box 12037 Bozeman, MT 59719 Phone: 406.581.9644 I" Email: mark@eastonconcrete.com 4. REPRESENTATIVE Name: Trever McSpadden do Haystack Development, Inc. Full Address: PO Box 1793 Bozeman, MT 59771 Phone: 406.640.6020 Email: tever@haystackdevelopment.com 5. PROPERTY Full Street Address: 3270 Breeze Ln., 1553 Windward Ave. & 1345 Windward Ave. Full Legal Description: tab/62d BbCk t OWLd 1 d8bCk4dVeMwdea PRa Mlm I NO la 2a18bCk 1 males 7 aem4dW*0 kft SLW0SiMRLtaiew l aebck3ard id 1 a1810Ck4d West W ft%6*d6.R1& Current Zoning: R-3 Current Use: Vacant Community Plan Designation: Residential Development Review Application Al Page 1 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: I Presentation of submitted plans and specifications Overlay ❑ Neighborhood Conservation ❑ Entryway Corridor ❑■ None District: Urban Renewal ❑ Downtown ❑ North 7th Avenue ❑ Northeast 0 None District: 6. STATISTICS (ONLY APPLICATION TYPES 2-12,17,24 AND 26) Gross Area: Acres: 10.98 Square Feet:478,289 Net Area: Acres: 8.02 Square Feet:3j1,529 Dwelling Units: 72 Nonresidential Gross Building Square Feet: N/A 7. APPLICATION TYPES Check all that apply,use noted forms. Form Form ❑.1.Pre-application Consultation None ❑ 17. Informal Review INF El 2. Master Site Plan MSP ❑ 18. Zoning Deviation None 3.Site Plan SP ❑ 19.Zoning or Subdivision Z/SVAR Variance ❑4. Subdivision pre-application PA ❑20. Conditional Use Permit CUP 5. Subdivision preliminary plat PP ❑21.Special Temporary Use STUP Permit ❑ 6.Subdivision final plat FP ❑ 22. Comprehensive Sign Plan CSP ❑ 7.Subdivision exemption SE ❑ 23. Regulated Activities in RW Wetlands ❑8. Condominium Review CR ❑24.Zone Map Amendment(non ZMA Annexation) ❑9. PUD concept plan PUDC ❑ 25. UDC Text Amendment ZTA ❑ 10. PUD preliminary plan PUDP ❑26.Growth Policy Amendment GPA 11. PUD final plan PUDFP ❑27. Modification/Plan MOD Amendment 12.Annexation and Initial Zoning ANNX ❑28. Extension of Approved Plan EXT ❑ 13.Administrative Interpretation AIA ❑ 29. Reasonable Accommodation RA Appeal ❑ 14.Administrative Project Decision APA ❑30. Other: Appeal ❑ 15. Commercial Nonresidential COA CCOA ❑1 6. Historic Neighborhood NCOA Conservation Overlay COA 8. APPLICATION FEES AND MATERIALS A. Fees are to be provided based upon the adopted fee schedule FS. Contact our office for an estimate. Development Review Application Al Page 2 of 3 Revision Date 01-04-16 Required Forms: I Varies by project type Recommended Forms: I Presentation of submitted plans and specifications i B. Application materials shall be submitted for each application as shown in the specific guidance and checklists that is provided for each application type.A common development review application form and common notice materials may be provided for an application that includes more than one application type. All other application materials shall be submitted for each individual application type per the project guidance and checklists. 9. CERTIFICATIONS AND SIGNATURES This application must be signed by both the applicant(s) and the property owner(s) (if different) for all application types before the submittal will be accepted.The only exception to this is an informal review application that may be signed by the applicant(s) only. As indicated by the signature(s) below,the applicant(s) and property owner(s) submit this application for review under the terms and provisions of the Bozeman Municipal Code. It is further indicated that any work undertaken to complete a development approved by the City of Bozeman shall be in conformance with the requirements of the Bozeman Municipal Code and any special conditions established by the approval authority.I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project.Further, 1 agree to grant City personnel and other review agency representative's access to the subject site during the course of the review process (Section 38.34.050, BMC). I (We)hereby certify that the above information is true and correct to the best of my (our) knowledge. Certification of Completion and Compliance - I understand that conditions of approval may be applied to the application and that I will comply with any conditions of approval or make necessary corrections to the application materials in order to comply with municipal code provisions. Statement of Intent to Construct According to the Final Plan - 1 acknowledge that construction not in compliance with the approved final plan may result in delays of occupancy or costs to correct noncompliance. Applicant L Signature: Printed Name: Owner Signature: _,grp'A Printed Name: 1��14P-1L �"r4.3Tot... Owner Signature Printed Name: If signing as a corporation,please provide the title and position of the individual signing on behalf of the corporation. Attach separate sheets for additional owner signatures. CONTACT US Alfred M.Stiff Professional Building phone 406-582-2260 20 East Olive Street S9715 (FED EX and UPS Only) fax 406-582-2263 PO Box 1230 planning@bozeman.net Bozeman,MT 59771 www.bozeman.net Development Review Application Al Page 3 of 3 Revision Date 01.04-16 Required Forms: I Varies by project type Recommended Forms: I Presentation of submitted plans and specifications BOZ E MAI% MT Community Development PUDF PUD FINAL PLAN REQUIRED MATERIALS APPLICATION SETS 3 total sets are required that include 1 copy of every item below bound or folded into 81h x 11 or 81h x 14 sets. ❑� Complete and signed development review application form Al. ❑� Complete materials required by the SP1 checklist, except for traffic information required in item 67. Materials and plans that include all the required items listed in the Final PUD plan checklist below. Standard application sets 2 sets that include full size 1 set that include it x 17 inch plans required plan sizes: 24 x 36 inch plans ® 2-digital versions of all materials (JPEG or PDF) on separate CD-ROM's or USB drives. Individual files must be provided at 5MB or less in size. Files shall be named according to naming protocol. All plans must be drawn to scale on paper not smaller than 81h x 11 inches or larger than 24 x 36 Notes: 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. Plans that are rolled or not bound into sets will not be accepted. APPLICATION FEE ® Base fee $1,450.00 If includes dwellings add: $92 per dwelling unit If includes nonresidential $292 per 1000 square feet of nonresidential gross building space. uses add: PUD FINAL PLAN CHECKLIST A Planned United Development (PUD) Final Plan review is the third and final step in the PUD entitlement process. When a subdivision is proposed in conjunction with a zoning PUD the subdivision review shall be coordinated with the zoning review and a subdivision final plat application may also be submitted concurrent with this application. The purpose of the final plan is to revise all exhibits and documents to comply with any conditions of approval and to present all documents in a final form. 1. A narrative stating how each of the conditions of preliminary approval and noted code provisions have been satisfactorily addressed. This narrative shall be in sufficient detail to direct the reviewer to the appropriate plat, plan, sheet, note, covenant, etc. in the submittal. 2• An executed and recorded copy of the PUD conditions of approval document provided by the City at preliminary approval. 3• Final project narrative providing a thorough and extensive description of the overall project including design intent, project goals,project timeframe, proposed uses, site improvements and buildings. 4• A complete list of the approved relaxations to the BMC listed by individual section and reason for the relaxation. 5. Name, mailing address and full contact information for project team including: owner, developer, architect, civil engineer, landscape architect/designer and electrical engineer. 6• A title report for subdivision or proposed subdivision guarantee with all current property ownership. 7. Data regarding site conditions, land characteristics, available community facilities and utilities and other related general information about proposed uses,adjacent land uses and the uses of land within one-half mile of the subject parcel of land both existing and proposed.This shall be in narrative and/or Planned Unit Development Final PUDF Page 1 of 3 Revision Date 01-18-18 Required Forms: I Al, SP1 Recommended Forms: • 9 table formats. Provide the following supporting maps: existing land use map,community plan land use designation map, city zoning map, neighborhood and entryway overlay map for property showing conditions within 200 feet of the project boundaries. 8. Overall land use ratios for: a. existing footprints of existing buildings and structures b. proposed buildings and structures c. driveways and parking areas d. streets, roads and alleys with areas of rights of way identified separately e. private open spaces for residential uses f. landscape areas g. city parkland 9• Overall project floor area ratio (FAR) and net residential density. 10. Final development Schedule. if phasing is proposed, provide narrative clearly describing project phasing with the proposed phasing of all infrastructure, PUD open space, buildings, driveways and parking and landscaping. 11. Final phasing Plan exhibit clearly showing all site and infrastructure improvements including PUD open space or elements required for PUD performance point requirements with phase boundaries including detailed limits of construction and approaches to mitigate any conflicts with phase boundaries and site safety and function. 12 Final phasing table that shows phase area and data for each phase including: area in acres and square feet, lot area in acres and square feet, building foot print square feet, building floor area, FAR, street right of way, common opens space, landscaped area, PUD open space square feet and percentage of total, PUD performance points by type and parking space requirements. 13. Table of proposed buildings include phase information, footprint, gross square footage, stories, whether building exists or proposed and building use designations by building floor. 14. Colored aerial vicinity map within one-half mile of the site with project site and other significant community facilities, streets, trails, watercourses, railways, highways and other applicable features identified by name. 15. Overall site illustration in color showing all building foot prints, PUD open space, landscaped areas, site circulation including vehicular, bike,and pedestrian facilities. 16. Statements of objectives and conformance to city policy and plans: a.Statement of applicable City land use policies and objectives achieved by the proposed plan and how it furthers the implementation of the Bozeman Community Plan, provide specific land use goals an objectives in the Community Plan that are furthered by the proposed PUD; b. Statement of proposed ownership of public and private open space areas and applicant's intentions with regard to future ownership of all or portions of the PUD; c. Estimate of number of employees for business, commercial, and industrial uses; d. Description of rational behind the assumptions and choices made by the applicant; e.The applicant shall submit as evidence of successful completion of the applicable Community Design objectives and Criteria of Section 38.20.090.E, documentation pursuant to these regulations for each proposed use; 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 Director may require, or the applicant may choose to submit, evidence that is beyond what is required in that section; any variance from the criterion shall be described; f. Detailed description of how conflicts between land uses are being avoided or mitigated; g. Statements of design methods to reduce energy consumption, (e.g. - home/business, utilities, transportation fuel, waste recycling); Planned Unit Development Final PUDF Page 2 of 3 Revision Date 01-18-18 Required Forms: I Al, SP1 I Recommended Forms: • 0 17. If not provided by subdivision application materials, physiographic data and summaries for: landforms and geology and soils; hydrology; vegetation; noxious weeds; wildlife and view-sheds. If the project is a brown field site, provide site history, data and copies of any environmental site assessments that have been completed. An approved noxious weed management plan must be submitted. 18. Narrative descriptions of site access and overall utilities including an overview, parking, existing and proposed condition of the streets providing access to the site, proposed accesses to the site and utilities including water, sewer, storm drainage, solid waste, gas, electric and shallow franchise facilities. 19. Development and Design Guidelines per Section 38.20.070.D.2 BMC. 20. Comprehensive Signage Plan, if applicable. 21. Final drafts of supplementary documents per Section 38.38 of the BMC including property owners' association documents, covenants, open space maintenance plan meeting the requirements of Section 38.38.030. 22. Stormwater facility maintenance plan. CONTACT US Alfred M.Stiff Professional Building phone 406-582-2260 20 East Olive Street 59715 (FED EX and UPS Only) fax 406-582-2263 PO Box 1230 planning@bozeman.net Bozeman,MT 59771 www.bozeman.net Planned Unit Development Final PUDF Page 3 of 3 Revision Date 01-18-18 Required Forms: A1, SPI Recommended Forms: M* � SP1 BOZ E MAN Community Development SITE PLAN CHECKLIST SITE PLAN REQUIREMENTS ALL INFORMATION AND ITEMS BELOW MUST BE ON SITE PLAN SHEETS AND NOT PRESENTED ON SEPARATE ATTACHMENTS EXCEPT 1, 47, 77, 78, 79, 82, 83 AND STORMWATER, SEWER, WATER AND WETLAND REPORTS, IF PROVIDED. GENERAL INFORMATION 1. Project narrative describing the project type,proposed use scope,size(dwellings,building size(s),building height(s),number of ❑X buildings,number of total parking spaces)intent,and phasing,if applicable.The narrative must include a response to the City's conceptual review comments. 2. Name of project/development. ❑X 3. Name and mailing address of developer and owner. 0 4. Name and mailing address of engineer,architect,landscape architect,planner,etc. 0 S. Location of project/development by street address/legal description. ❑X 6. Location/vicinity map,including area within one-half mile of the site. 0 7. A construction route map showing how materials and heavy equipment will travel to and from the site. ❑ 8. Location, percentage of parcel(s)and total site,and square footage of the following: a. Existing and proposed buildings and structures. ❑X b. Driveway circulation and parking areas. 0 c. Landscaped areas. d. Private open space,provide boundary/ies and dimensions of each space provided(if residential requirement)on plans or ❑X separate exhibit.Provide a summary total types of dwelling units and total open space required and provided. e. City Parks. ❑X f. Other public lands(school sites,public access greenway corridors,trail corridors). 0 SITE PLAN GENERAL 9. Boundary line of property with dimensions. ❑X 10. Date of plan preparation and changes. ❑X 11. North point indicator. 0 12. Suggested scale of 1 inch to 20 feet,but not less than 1 inch to 100 feet. X❑ 13. Parcel size(s)in gross acres and square feet. ❑X 14. Estimated total floor area and estimated ratio of floor area to lot size(floor area ratio, FAR),with a breakdown by land use. ❑ 15. Total number(with number of bedrooms),type and density per type of dwellings,and total new and gross residential ❑ density and density per residential parcel.The density per parcel must be presented as net residential density per Section 38.700.130 BMC. Site Plan Checklist SP1 Page 1 of 6 Revision Date:5.16.18 REQUIRED FORMS: Al,SP,N 1,PLS,DEM(if demolition),WR(if wetlands),AH(if affordable housing) APL AN LAN CHECKLIST SITE PLAN DETAILS THE LOCATION, IDENTIFICATION AND DIMENSIONS OF THE FOLLOWING EXISTING AND PROPOSED DATA, ONSITE AND TO A DISTANCE OF 100 FEET(200 FEET FOR PUD'S)OUTSIDE THE SITE BOUNDARY, EXCLUSIVE OF PUBLIC RIGHTS-OF-WAY UNLESS OTHERWISE STATED. 16. Topographic contours at a minimum interval of 2 feet,or as determined by the Director. ❑ 17. Location of City limit boundaries,and boundaries of Gallatin County's Bozeman Area Zoning Jurisdiction,within or near ❑ the development. 18. Existing zoning within 200 feet of the site. ❑X 19. Adjacent streets and street rights-of-way to a distance of 150 feet,except for sites adjacent to major arterial streets where the ❑X distances shall be 200 feet.The full width of the street including curb,gutter,sidewalk,drive approaches,intersections and street lighting must be shown for both sides of the street. 20. Block frontages. ❑ 21. On site streets and rights-of-way.Including curb gutter,sidewalks,and street lights. ❑X 22. Ingress and egress points. Q 23. Traffic flow on site. ❑X 24. Traffic flow off site. ❑X 25. All parking facilities,including circulation aisles,access drives,covered and uncovered bicycle parking and bicycle rack type ❑ and detail,compact spaces,ADA accessible spaces and motorcycle parking,on-street parking(delineated by a 24'long under interrupted space(s)directly adjacent to the project site outside of site vision triangles and hydrant locations),number of employee and non-employee parking spaces,existing and proposed,and total square footage of each. 26. Setbacks,building footprint and any proposed encroachments.Any setback or property line encroachments must be clearly shown and be noted with encroachment type e.g.awning,weather protection,cantilever,lighting,eave,etc. 27. Utilities and utility rights of way and easements existing and proposed, including: a. Electric. ❑ b. Natural Gas. ❑ c. Telephone,cable and similar utilities. ❑ d. Water. e. Sewer(sanitary,treated effluent and storm). ❑X 28. Surface water, including: a. Ponds,streams and irrigation ditches(include classifications be based upon a determination of the Gallatin Conservation District; ❑ note classification of each feature on plans). b. Watercourses,water bodies and wetlands(include classifications based upon a determination of the Gallatin Conservation District, ❑ Army Corps of Engineers,or Wetland Delineation Report;note classification of each feature on plans). c. Floodplains as designated on the Federal Insurance Rate Map or that may otherwise be identified as lying within a 100 year ❑ floodplain through additional floodplain delineation,engineering analysis,topographic survey or other objective and factual basis. d. A floodplain analysis report in compliance with Article. ❑ 29. Grading and drainage plan,including provisions for on-site retention/detention and water quality improvement facilities as ❑ required by the Engineering Division,or in compliance with B.M.C.Section 14 storm drainage ordinance and best management practices manual adopted by the City.All surface stormwater facilities must demonstrate compliance with Section 38.410.080 BMC including providing cross sections for each facility. Site Plan Checklist SP1 Page 2 of 6 Revision Date:5.16.18 REQUIRED FORMS: Al,SP,N 1,PLS,DEM(if demolition),WR(if wetlands),AH(if affordable housing) 0 SIAL PLAN CHECKLIST 30. All drainageways,streets,arroyos,dry gullies,diversion ditches,spillways,reservoirs,etc.which maybe incorporated into the storm drainage system for the property shall be designated: a. The name of the drainageway(where appropriate). ❑ b. The downstream conditions(developed available drainageways,etc.). ❑ c. Any downstream restrictions. ❑ 31. Significant rock outcroppings,slopes of greater than 15 percent or other significant topographic features. ❑ 32. Sidewalks,walkways,driveways,crosswalks, loading areas and docks,bikeways,including typical details and ❑X interrelationships with vehicular circulation system,indicating proposed treatment of points of conflict. 33. Provision for handicapped accessibility,including but not limited to,wheelchair ramps,parking spaces,handrails and curb cuts, ❑ including signage and construction details and the applicant's certification of ADA compliance.A certification block must be provided on the plan sheets. 34. Fences,walls,railings and handrails,including typical details. ❑ 35. Permanent trash enclosure and refuse collection areas,including typical details and elevations. ❑ 36. Construction management plan include exterior construction period material staging,spoils location and construction trash ❑ enclosure location(s).A trash container type must be provided and detailed(40 yard roll off,fenced enclosure,etc.). If spoils storage is proposed a timeline for removal must be provided. 37. Curb,asphalt section and drive approach construction details. ❑X 38. Location and extent of snow storage areas. ❑1 39. Location and extent of street vision triangles extended to center of right of way including adjacent street intersections and ❑X all alley and driveway access points. 40. Unique natural features,significant wildlife areas and vegetative cover,including existing trees and shrubs having a diameter ❑ greater than 2.5 inches,by species. 41. Historic,cultural and archaeological resources,describe and map any designated historic structures or districts, ❑ and archaeological or cultural sites. 42. Major public facilities,including schools,parks,shared use pathways,trails,etc.within a distance of 200 feet. ❑I PARKLAND AND AFFORDABLE HOUSING 43. If residential,provide the required parkland for the development,including calculations per Section 38.420 BMC(Park and 0 Recreation Requirements)in a table format,see table format in the PLS document. 44. If cash in lieu is proposed,a thorough calculation including the base requirement and any net based upon maximum density, 0 narrative addressing the findings the City must make to grant cash in lieu,and the appraisal must be provided to make the request per Section 38.420.030 BMC,unless using city valuation. 45. If parkland is proposed a park plan shall be submitted consistent with Section 38.220.060.A.16 BMC. ❑ 46. Source and amount of parkland credit to be used if previously provided.If from a subdivision confirm amount provided and 0 detailed phase information as required in table format outlined in the PLS document. 47. Describe how the site plan will satisfy any requirements of Section 38.380,BMC(Affordable Housing)which have either been 0 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 the section's compliance requirements and to make the obligations placed on the affected lots and dwellings readily understandable. If affordable housing is not being provided place that statement on the site plan sheets with the site data in item 8. 48. If affordable housing is provided,or cash in lieu is proposed use form AH. ❑ Site Plan Checklist SP1 Page 3 of 6 Revision Date:5.16.18 REQUIRED FORMS: Al,SP,N 1,PLS,DEM(if demolition),WR(if wetlands),AH(if affordable housing) SAE PLAN CHECKLIST LIGHTING DETAILS 49. Lighting plan and electrical site plan,complete with all structures,parking spaces,building entrances,traffic areas(both vehicular ❑ and pedestrian),vegetation that might interfere with lighting,and adjacent uses,containing a layout of all proposed fixtures by location and type. 50. A photometric lighting plan that contains a layout of all proposed fixtures by location and type and extends the photometric ❑ information to the property boundaries and rights of way. For fueling canopies a second photometric plan is required to specifically analyze the light output underneath the drip line of the fuel canopy. 51. Details for all proposed exterior fixtures that are keyed to the fixtures noted in the lighting electrical plan and the photometric ❑ lighting plan.The detail must demonstrate compliance with full cut-off requirements in Section 38.570 BMC and be located on the lighting plan sheets. BUILDING DESIGN AND SIGNAGE 52. Front,rear and side elevations of all buildings,structures,fences and walls with height dimensions and roof pitches. ❑ Show open stairways,exterior lighting,weather protection,awnings and other projections from exterior building walls. Building elevations must include proposed exterior building materials,windows and doors including a color and material palette for all proposed features keyed to the building elevations. 53. Provide transparency calculations for any elevation that faces a street and is a block frontage.Provide minimum and maximum ❑ height of transparency from grade.Provide area of transparency and percentage in relation to total facade. 54. Provide elevations and details of all ground mounted and rooftop mechanical screening. ❑ 55. Floorplans that include all floors and roof plan.Annotate/designate uses for all rooms and areas.Seating/serving area ❑ layout required for all restaurants. 56. Exterior signs if applicable.Include building frontage dimension(s)and maximum sign area calculation,provide sign dimensions ❑ and square footage of each. Note—The review of signs in conjunction with this application is only review for sign area compliance with Section 38.560 BMC(Signs).A sign permit must be obtained from the Building Division prior to erection of any and all signs,addition design guidelines apply for signs within zoning Overlay Districts. LANDSCAPE PLAN A SEPARATE LANDSCAPE PLAN SHALL BE SUBMITTED AS PART OF THE SITE PLAN APPLICATION UNLESS THE REQUIRED LANDSCAPE INFORMATION CAN BE INCLUDED IN A CLEAR AND UNCLUTTERED MANNER ON A SITE PLAN WITH A SCALE WHERE ONE INCH EQUALS 20 FEET.ALL INFORMATION MUST BE ON PLAN SHEETS. 57. Project name,street address,and lot and block description. ❑ 58. Date,scale,north arrow,and the names,addresses,and telephone numbers of both the property owner and the person preparing ❑ the plan. Plan preparer shall be a state registered landscape architect;an individual with a degree in landscape design and two years of professional design experience in the state;or an individual with a degree in a related field(horticulture,botany, plant science,etc.)and at least five years of professional landscape design experience,of which two years have been in the state. 59. Location of existing boundary lines and dimensions of the lot.. ❑ 60. Existing and proposed grade that complies with maximum allowable slope and grade. ❑ 61. Approximate centerlines of existing watercourses,required watercourse setbacks,and the location of any 100-year floodplain; ❑ the approximate location of significant drainage features;and the location and size of existing and proposed streets and alleys, utility easements,utility lines,driveways and sidewalks on the lot and/or adjacent to the lot. 62. Location of all pavement,curbs,sidewalks and gutters. ❑ Site Plan Checklist SP1 Page 4 of 6 Revision Date:5.16.18 REQUIRED FORMS: Al,SP,N 1,PLS,DEM(if demolition),WR(if wetlands),AH(if affordable housing) 0 IE S PLAN CHECKLIST 63. Show location of existing and/or proposed drainage facilities which are to be used for drainage control including proposed ❑ landscaping and seeding as required by Section 38.410.080.H BMC. 64. Location and extent of snow storage areas. ❑ 65. Location and extent of street vision triangles,extended to the center of right of way. ❑ 66. Complete landscape legend providing a description of plant materials shown on the plan,including typical symbols, ❑ names(common and botanical name),locations,quantities,container or caliper sizes at installation,heights,spread and spacing and identification of drought tolerant and/or native and adapted species.The location and type of all existing trees on the lot over 6 inches in caliper must be specifically indicated. 67. Size of planting at the time of installation and at maturity. ❑ 68. Complete illustration of landscaping and screening to be provided in or near off-street parking and loading areas,including ❑ information as to the amount(in square feet)of landscape area to be provided internal to parking areas and the number and location of required off-street parking and loading spaces. 69. Street frontage landscaping,including boulevard details and tree grate details as applicable based upon block frontage. ❑ 70. Locations and dimensions of proposed landscape buffer strips,including watercourse buffer zones demonstrating compliance ❑ with watercourse setback planting plan requirements per Section 38.410.100.A.2.F BMC unless previously provided during subdivision review. 71. Location,height and material of proposed landscape screening and fencing(with berms to be delineated by one foot contours). ❑ 72. An indication of how existing healthy trees(if any)are to be retained and protected from damage during construction. ❑ 73. Size,height,location and material of proposed seating,lighting,planters,sculptures,and water features. ❑ 74. A description of proposed watering methods including any use of high efficiency irrigation technologies and best practice, ❑ source of irrigation water and estimated amount of water consumption broken down by vegetation type(e.g.turf,shrubs,trees) and total estimated water consumption. 75. Areas to be irrigated and type of proposed irrigation and the irrigation system design plan. ❑ 76. Tabulation of performance points earned by the plan per Section 38.550.060 BMC. ❑ STREETS AND TRAFFIC 77. Traffic study.Street,traffic,and access information required in Section 38.220.060.A.12 BMC or that the requirement ❑ is waived in writing by the Engineering Division prior to application submittal. WATER AND WATER RIGHTS 78. Water rights information.If cash in lieu is proposed a cash in lieu of water rights calculation and payment amount certified by ❑ the Engineering Division. 79. If water wells are proposed,a letter from the Department of Natural Resources confirming their intent to issue a permit ❑ or exemption. DEVIATIONS 80. Either through the site plan requirement above or separate exhibit clearly show any proposed deviations related to site ❑ requirements such as yards/setbacks, lot coverage,parking or other applicable standards. 81. Either through the building elevation requirement above or separate exhibit clearly show any proposed deviations related to ❑ building construction such as height,second story additions,or other applicable standards. Site Plan Checklist SP1 Page 5 of 6 1 Revision Date:5.16.18 REQUIRED FORMS: Al,SP,N 1,PLS,DEM(if demolition),WR(if wetlands),AH(if affordable housing) • SI-T*t: PLAN CHECKLIST S 82. For deviations in the Neighborhood Conservation Overlay a deviation narrative shall be provided stating which Section(s) of the Bozeman Municipal Code are proposed for deviation,to what extent and include a response to the following: a. How the modification is more historically appropriate for the building and site in question and the adjacent properties,as determined in Section 38.340.050 BMC than would be achieved under a literal enforcement of this chapter(Chapter 38,BMC); b. How the modifications will have minimal adverse effect on abutting properties or the permitted uses thereof;and ❑ c. How the modifications will assure the protection of the public health,safety and general welfare. El d. How the requested deviation will encourage restoration and rehabilitation activity that will contribute to the overall historic character of the community. If more than one deviation,a response to the criteria shall be provided for each deviation. DEPARTURES 83. For departures,a departure narrative must be provided stating which Section(s)of the Bozeman Municipal Code are proposed for departure,the scope and extent of the plan proposed for departure and a response to the required departure criteria. If more than one departure,a summary and response to the criteria must be provided for each departure. CONTACT US Alfred M.Stiff Professional Building phone 406.582.2260 20 East Olive Street 59715(FED EX and UPS Only) fax 406.582.2263 PO Box 1230 planning@bozeman.net Bozeman,MT 59771 www.bozeman.net Site Plan Checklist SP1 Page 6 of 6 Revision Date:5.16.18 REQUIRED FORMS: Al,SP,N 1,PLS,DEM(if demolition),WR(if wetlands),AH(if affordable housing) WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Table of Contents Final Plan Application Narrative Exhibits Exhibit 1 : Fencing Regulations Exhibit 2: Final Plat Index Exhibit Exhibit 3: Snow Storage Plan Exhibit 4: Far West Sewer Payback Correspondence Exhibit 5: SID Waiver Draft Exhibit 6: City of Bozeman Engineering Department Approval Letter Exhibit 7: Road Signage Plan Index Exhibit 8: Intersection Bulb Materials Exhibit 9: CenturyOnk Correspondence Final Plan Project Narrative Appendices Appendix A: Final Plat Appendix B: Subdivision Engineering Plans FINA- L .P.LANI Appendix C: Subdivision Park Plan I Appendix D: Site Plan lVtLIEp AppAON Appendix E: Land Use Exhibit OF UIw11f Appendix F: Platting Certificate Appendix G: West Winds Design Guidelines Appendix H: Governing Documents C Appendix I: Stormwater Maintenance Plan Appendix J: Affordable Housing Plan DATE- 6 -rC9 No M O.. tDIFICATION oft .6se-blahs and/or Ievations without.pr or written approval roval :from the CitTO B'o eman pui fps C!jA Ott osa u ilponj bLl0k MLIUSU sbbLOASI of tps96 b1sua guq\oL ralos oua WO INODUCV110M DVA DMECIOU DEW OL comnMA cEnErM & era if VbMIOAED l� WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Table of Contents Final Plan Application Forms Development Review Application Form (Al) PUD Final Plan Required Materials Form (PUDF) Site Plan Checklist (SP1) PUD Final Plan Checklist Narrative Final Plan Application Narrative ■ Conditions of Approval ■ Code Requirements Final Plan Project Narrative Part Introduction • Project Goals • Project Timeframe ■ Uses ■ Improvements Figure 1 — Vicinity Map Figure 2—Aerial Map Figure 3—Alley Details Part II UDC Relaxations ■ Current Relaxations ■ Proposed Relaxations Part III Site Conditions ■ Physical Characteristics ■ Community Facilities& Utilities ■ Land Uses Figure 4—Geologic Map Figure 5—Soils Map Figure 6—Slope Map Figure 7— Future Land Use Map Figure 8—Zoning Map Figure 9— Current Land Uses Figure 10—Neighborhood& Overlay District Map Part IV City Policy and Plans Conformance ■ Community Plan ■ Ownership ■ West Winds PUD Compliance 6 Community Design Objectives & PUD Review Criteria WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION -•�l T L') 4; PUD FINAL PLAN APPLICATION ; PUD Final Plan Checklist Narrative 1. A narrative stating how each of the conditions of preliminary approval and noted code provisions have been satisfactorily addressed. This narrative shall be in sufficient detail to direct the reviewer to the appropriate plat, plan, sheet, note, covenant, etc. in the submittal. Final Plan Application Narrative 2. An executed and recorded copy of the PUD conditions of approval document provided by the City at preliminary approval. Requested as part of this application 3. Final project narrative providing a thorough and extensive description of the overall project including design intent, project goals, project timeframe, proposed uses, site improvements and buildings. Final Plan Project Narrative 4. A complete list of the approved relaxations to the BMC listed by individual section and reason for the relaxation. Final Plan Project Narrative (Part II) 5. Name, mailing address and full contact information for project team including: owner, developer, architect, civil engineer, landscape architect/designer and electrical engineer. Site Plan(Appendix D) 6. A title report for subdivision or proposed subdivision guarantee with all current property ownership. Platting Certificate(Appendix E) 7. Data regarding site conditions, land characteristics, available community facilities and utilities and other related general information about proposed uses, adjacent land uses and the uses of land within one-half mile of the subject parcel of land both existing and proposed. This shall be in narrative and/or table formats. Provide the following supporting maps: existing land use map, comm -ity plan land use designation map, OCT 25 2018 DEPARTMENT OF COMMUNITY DEVELOPMENT 9 • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION city zoning map, neighborhood and entryway overlay map for property showing conditions within 200 feet of the project boundaries. Final Plan Project Narrative (Part III) 8. Overall land use ratios for: a. existing footprints of existing buildings and structures b. proposed buildings and structures c. driveways and parking areas d. streets, roads and alleys with areas of rights of way identified separately e. private open spaces for residential uses f. landscape areas g. city parkland Site Plan(Appendix D) & Land Use Exhibit(Appendix E) 9. Overall project floor area ratio (FAR) and net residential density. Not Applicable 10. Final development Schedule. If phasing is proposed, provide narrative clearly describing project phasing with the proposed phasing of all infrastructure, PUD open space, buildings, driveways and parking and landscaping. Not Applicable 11. Final phasing Plan exhibit clearly showing all site and infrastructure improvements including PUD open space or elements required for PUD performance point requirements with phase boundaries including detailed limits of construction and approaches to mitigate any conflict s with phase boundaries and site safety and function. Not Applicable 12. Final phasing table that shows phase area and data for each phase including: area in acres and square feet, lot area in acres and square feet, building foot print square feet, building floor area, FAR, street right of way, common opens space, landscaped area, PUD open space square feet and percentage of total, PUD performance points by type and parking space requirements. Not Applicable 13. Table of proposed buildings include phase information, footprint, gross square footage, stories, whether building exists or proposed and building use designations by building floor. Not Applicable PION WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION 14. Colored aerial vicinity map within one-half mile of the site with project site and other significant community facilities, streets, trails, watercourses, railways, highways and other applicable features identified by name. Final Plan Project Narrative(Figure 1) 15. Overall site illustration in color showing all building foot prints, PUD open space, landscaped areas, site circulation including vehicular, bike, and pedestrian facilities. Site Plan(Appendix D) 16. Statements of objectives and conformance to city policy and plans: a. Statement of applicable City land use policies and objectives achieved by the proposed plan and how it furthers the implementation of the Bozeman Community Plan, provide specific land use goals an objectives in the Community Plan that are furthered by the proposed PUD; b. Statement of proposed ownership of public and private open space areas and applicant's intentions with regard to future ownership of all or portions of the PUD; c. Estimate of number of employees for business, commercial, and industrial uses; d. Description of rational behind the assumptions and choices made by the applicant; e. The applicant shall submit as evidence of successful completion of the applicable Community Design objectives and Criteria of Section 38.20.090.E, documentation pursuant to these regulations for each proposed use; 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 Director may require, or the applicant may choose to submit, evidence that is beyond what is required in that section; any variance from the criterion shall be described; f. Detailed description of how conflicts between land uses are being avoided or mitigated; g. Statements of design methods to reduce energy consumption, (e.g. - home/business, utilities, transportation fuel, waste recycling); Project Narrative (Part IV) 17. If not provided by subdivision application materials, physiographic data and summaries for: landforms and geology and soils; hydrology; vegetation; noxious weeds; wildlife and view-sheds. If the project is a brown field site, provide site history, data and copies of any environmental site assessments that • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION have been completed. An approved noxious weed management plan must be submitted. Provided with the Subdivision Preliminary Plat Application(where required) 18. Narrative descriptions of site access and overall utilities including an overview, parking, existing and proposed condition of the streets providing access to the site, proposed accesses to the site and utilities including water, sewer, storm drainage, solid waste, gas, electric and shallow franchise facilities. Site Plan (Appendix D) & Land Use Exhibit(Appendix E) 19. Development and Design Guidelines per Section 38.20.070.D.2 BMC. West Winds Design Guidelines(Appendix G) 20. Comprehensive Signage Plan, if applicable. Not Applicable 21. Final drafts of supplementary documents per Section 38.38 of the BMC including property owners' association documents, covenants, open space maintenance plan meeting the requirements of Section 38.38.030. Governing Documents(Appendix H) 22. Stormwater facility maintenance plan. Stormwater Maintenance Plan (Appendix 1) • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Final Plan Application Narrative A. Conditions of Approval: 1. The applicant is advised that unmet code provisions, or code provisions that are not specifically listed as conditions of approval, does not, in any way, create a waiver or other relaxation of the lawful requirements of the Bozeman Municipal Code or state law. The applicant acknowledges this condition. 2. The final PUD plan shall be submitted, reviewed, and approved prior to approval of the final plat. The applicant acknowledges this condition. 3. The applicant shall submit with the application for Final PUD Plan review and approval, a written narrative stating how they have responded to each of these comments. This narrative shall be in sufficient detail to direct the reviewer to the appropriate plat, plan, sheet, note, covenant, etc. in the submittal. This narrative is intended to respond to each of the comments provided as part of the preliminary approval. Each of the comments are outlined below and include references to supplementary review material where appropriate. 4. No property may be removed from the covenants without written approval of the City of Bozeman. The applicant acknowledges this condition. 5. The City of Bozeman has relied upon the overall design standards required as part of the planned unit development application. The design standards may not be altered without consent of the City. The applicant acknowledges this condition. 6. Fences located in the front, side or rear yard setback of properties adjacent to any park or open space, Oak Street, or Davis Lane shall not exceed a maximum height of four(4) feet, and shall be of an open construction designed in a manner to be consistent along park land and open space areas. Proposed fencing shall conform to Section 38.23.130 "Fences, Walls and Hedges"or any successor section of municipal code. This MIR 0 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION requirement, with appropriate exhibits of fence types, shall be addressed and illustrated in the property owner's association documents. The documents shall include one or more coordinated fence style(s) acceptable to the City for locations sharing a property line with a public park or open space. Future development on any and each of the individual lots within the West Winds SW Subdivision will be subject to the fencing requirements detailed in Section 12.15 of the Declaration of Covenants, Conditions and Restrictions(Covenants) recorded as Document No. 2202936 with the Gallatin County Clerk and Recorder and further subject to the most current section of the municipal code for "Fences, Walls and Hedges" (currently Section 38.050.060). As outlined in the Covenants, lots adjacent to Oak Street and Davis Lane are considered double frontage lots and, "regardless of the housing type", are required to erect fences that "shall not be taller than four feet". An exhibit illustrating the open, shadow-box fencing style required by Section 12.15 is provided as Exhibit A of Appendix I of the Covenants. A copy of the relevant Covenant sections is provided as Exhibit 1 of this application. 7. The applicant must include a note on the plat prior to final plat approval indicating that all alleys must be privately maintained by the homeowner's association. The City will not maintain the alleys. A note regarding the maintenance obligations for Bora Way, Zephyr Way and Mistral Way is included on the face of the final plat.This notation is highlighted as #7 on the Plat Index Exhibit provided in Exhibit 2 of this application. 8. The applicant must include a note on the plat prior to final plat approval indicating that the homeowner's association is responsible for maintenance of subdivision stormwater improvements. A note regarding the maintenance obligations for stormwater improvements is included on the face of the final plat.This notation is highlighted as#8 on the Plat Index Exhibit provided in Exhibit 2 of this application. 9. The applicant must revise the draft groundwater note on the preliminary plat to indicate that no basements will be allowed and no crawl spaces exceeding 3-feet in depth will be allowed due to high groundwater conditions at the site. The applicant must also adjust the wording on the draft plat regarding City Policy by removing the wording, "...Unless capacity is designed into the drainage system to accept the pumped water..." Capacity has not been designed into the drainage system to accept groundwater from sump pumps. • 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Notes regarding the above referenced groundwater restrictions are included on the face of the final plat.This notation is highlighted as#9 on the Plat Index Exhibit provided in Exhibit 2 of this application. 10. The applicant must include the snow storage plan in the Homeowner's Association documents and demonstrate the inclusion prior to final plat approval. A Snow Storage plan will be included with the Homeowner's Association documentation. A copy of the plan, provided as Exhibit A of the document to be recorded, is provided as Exhibit 3 of this application. 11. The applicant must pay the Far West Sewer Payback for the property prior to final plat approval. The applicant must submit payment at the City Engineering Division. Far West Sewer Payback obligations were met by the original developer of West Winds. A copy of the correspondence confirming this is provided as Exhibit 4 of this application. 12. If not already filed for the subject site,the applicant must provide and file with the County Clerk and Recorder's office executed Waivers of Right to Protest Creation of Special Improvement Districts (SID's) for the following: a. Street improvement to Davis Lane including paving, curb/gutter, sidewalk, and storm drainage b. Street improvements to Oak Street including paving, curb/gutter, sidewalk, and storm drainage c. Intersection improvements to Davis Lane and Oak Street d. Intersection improvements to Baxter Lane and Davis Lane e. Intersection improvements to N. 27th Avenue and Oak Street f. Intersection improvements to Oak Street and Ferguson Avenue The document filed must specify that in the event of an SID is not utilized for the completion of these improvements, the developer agrees to participate in an alternate financing method for the completion of said improvement son a fair share, proportionate basis as determined by square footage of property, taxable valuation of the property, traffic contribution from the development, or a combination thereof. The applicant must provide a copy of the filed SID waiver prior to final plat approval. 01% • 9 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION An SID Waiver with the above referenced improvement specifications will be recorded with the subdivision final plat. A draft of the document to be recorded with the Gallatin County Clerk and Recorder is provided as Exhibit 5 of this application. 13. The applicant must submit plans and specifications for water and sewer main extensions, streets, and storm water improvements, prepared and signed by a professional engineer (PE) registered in the State of Montana, which must be provided to and approved by the City Engineer. Water and sewer plans must also be approved by the Montana Department of Environmental Quality. The applicant must also provide professional engineering services for construction inspection, post-construction certification, and preparation of mylar record drawings. Construction shall not be initiated on the public infrastructure improvements until the plans and specification shave been approved and a preconstruction conference has been conducted. Building permits will not be issued prior to City acceptance of the site infrastructure improvements unless all provisions set forth in Section 32.39.030.D of the Bozeman Municipal Code are met to allow for concurrent construction. Although many of the infrastructure drawings were submitted with the subdivision application, those plans are not considered final and will not be reviewed as the infrastructure submittal. The applicant must provide a separate infrastructure submittal to the City Engineering Division after preliminary plat approval. Final infrastructure plans and specifications were reviewed and approved by the City of Bozeman Engineering Department. A copy of the approval letter is provided as Exhibit 6 of this application. 14. Parking on Bora Way, Zephyr Way, and Mistral Way is only allowed on the interior side of the right of way immediately adjacent to Block 5 and 6. Parking on the above referenced alleys is only allowed on the interior side of the right of way immediately adjacent to Block 5 and 6 as highlighted on the copy of the Road Signage Plan provided as Exhibit 7 of this application. B. Code Requirements: 1. BMC Section 38.24.010.A states: All streets shall be provided in accordance with the adopted growth policy and/or transportation plan. The arrangement, type, extent, width, grade and location of all streets shall be considered in their relation to existing and planned streets, to topographical conditions, to public convenience and safety, and to the proposed uses of the land to be served by such streets. The applicant must demonstrate that the curb bulbs in the alleys can accommodate the turn radius of the City fire trucks and the City garbage trucks prior to preliminary plat approval. The applicant must obtain approval for the turn radii from the City Fire Department and the 0 • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION City Solid Waste Division (Kevin Handlin)prior to approval of engineering plans and specifications and prior to final plat approval. The curb bulbs at the intersections were specifically detailed in the Subdivision Preliminary Plat application. As part of that process, each instance was included in the staff, advisory committee and governing board review and approval. A copy of the application materials are provided as Exhibit 8 of this application. 2. BMC 38.24.010.A.12 states: Street signs and other traffic control devices shall be installed at all intersections and any other location required by the city. The location, size, shape and height of all traffic control devices shall comply with city requirements, and shall conform with the Manual of Uniform Traffic Control Devices (MUTCD) and the city modifications to state public works standard specifications. The applicant must submit an updated signage and striping plan prior to approval of infrastructure plans and specifications and prior to final plat approval that indicates stop signs removed from alley accesses. An updated signage and striping plan was submitted to the engineering department as part of their review of the infrastructure plans and specifications prior to construction.That plan indicates that the stop signs were removed from the alley accesses. A copy of the Road Signage Plan is provided as Exhibit 7 of this application 3. Bozeman Municipal Code (BMC) Section 38.23.060.A states:Where determined to be necessary, public and/or private easements shall be provided for private and public utilities, drainage, vehicular or pedestrian access, etc. The applicant's drawings indicate telephone utilities located outside the utility easement along Oak Street. Either the telephone utilities must be relocated inside the easement, or the applicant must provide additional utility easement width along Oak Street to include the telephone utility in the easement prior to final plat approval. The applicant has worked with Centuryl-ink to relocate the above referenced facilities. A copy of the correspondence confirming the relocation is provided as Exhibit 9 of this application. 9 . WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Final Project Narrative Part I Introduction This PUD Final Plan application consists of a request to finalize a modification to the West Winds Planned Community PUD to add three (3) relaxations. This request is in conjunction with a Subdivision Final Plat application that would facilitate the subdivision of 10.98 acres to create 42 townhouse lots and 30 single-family lots for a total of 72 residential lots. The properties subject to the subdivision request are generally located at the corner of West Oak Street and Davis Lane as shown on Figure 1 and Figure 2. The properties are legally described as Lots 2, 3 & 4 of the Amended Plat of Lot 1 and Lot 2 of Block 1 and Lot 1 of Block 4 of West Winds Major Subdivision Phase 4 and Lot 1 of Block 3 and Lot 1 of Block 4 of West Winds Major Subdivision Phase 5. This PUD modification request is in conjunction with a Subdivision Final Plat application, a copy of the Final Plat is provided in Appendix A of this application submittal. The land uses and densities proposed as part of this application are in accordance with the underlying City of Bozeman zoning designation of R-3,the Bozeman Community Plan Future Land Use designation of Residential and the West Winds Planned Community PUD. Access to the individual subdivision lots will be provided by way of an extension of New Holland Drive, a City of Bozeman standard local street, and an interior network of alternative alleyways. Water supply, wastewater disposal and storm water treatment will be provided through the extension of City of Bozeman facilities. Plans and specifications for these extensions are included in the engineering plans provided as Appendix B of this application submittal. Note: Maps and Figures that are referenced throughout this narrative will be located at the back of the Part in which they are referenced. A. Project Goals One of the fundamental objectives of this project is to provide housing that is accessible to a greater number of potential purchasers. This PUD modification would facilitate the subdivision that serves as a continuation of the West Winds SW Condominium project north of Breeze Lane. The vision has been to provide an array of housing types to better accommodate the needs of the buyer through a mix of product and ownership types. This project represents the completion of this goal by creating the townhouse lots and the single-family lots that will round out the product types. • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION B. Project Timeframe Early plans to phase the subdivision of this property have been changed and phasing is not proposed with this project. Though the exact project horizon is unknown, for the purposes of this application and the supplementary study materials prepared in analyzing the impacts, an estimated completion date of 2025 has been utilized. C. Uses The land uses and densities proposed as part of this application are in accordance with the underlying zoning designation of R-3 and Future Land Use designation of Residential. Furthermore, this application and the concurrent subdivision application are consistent with the Amended West Winds Planned Community PUD. These uses are also consistent with those in the surrounding area both immediately adjacent and within one-half mile. D. Improvements The subdivision of this property includes a variety of access solutions, the most notable being the installation of New Holland Drive from the recently completed section of Breeze Lane to West Oak Street. Also included as part of this proposal is a series of alternative alley sections that provide interior circulation throughout the site shown as Bora Way, Mistral Way and Zephyr Way. The objective of these alleys is to accommodate the internal access while addressing some of the unique characteristics of the property. As illustrated on Figure 3, each alley has elements of both traditional City of Bozeman standard alleys and local street sections in an effort to provide the most functional access possible. The alley accesses proposed as part of this application are the basis for the request. These accesses are not compliant with Sections 38.400.050, 38.400.080 and 38.400.090.13 of the updated Unified Development Code (UDC) and will require the addition of 3 relaxations to conform. In addition to vehicular accesses, this project provides for multi-modal transportation methods as well. Each alley has a width of 32.5-feet and includes a 6.5-foot boulevard and a 5-foot sidewalk where it fronts a residential lot. Coupled with the relatively low volumes of traffic, the alley provides adequate bicycling opportunities and the sidewalks allow for safe pedestrian travel. This multi-modal network provides connections to the larger Mainstreet to Mountains trail system east of the subject property. • 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION The subdivision will also include the extension of City of Bozeman water supply, wastewater disposal and storm water treatment systems along with the requisite private utilities. The Subdivision Park Plan included as part of the subdivision application includes the construction of a new tot-lot playground completing an unfinished element of the West Winds Park Master Plan. A copy of Subdivision Park Plan is provided in Appendix C of this application submittal. WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Part II UDC Relaxations A. Current Relaxations 1. Section 18.50.020 "Park Requirements"to allow the area requirement to be based on 11% net buildable area instead of 0.03 acres per dwelling unit for the affordable housing lots; 2. Section 18.16.020.13 "Authorized Uses"to allow assisted living/elderly care facilities and apartments within the "R-Y zoning district; 3. Section 18.42.030.0 "Double/Through and Reverse Frontage"to allow double frontage lots adjacent to the arterial and collector streets; 4. Section 18.42.040.13 "Block Length"to allow the block lengths to exceed 400 feet; 5. Section 18.42.040.0 "Block Width"to allow the minimum block length to be less than 200 feet for the blocks with Restricted Size Lots; 6. Section 18.42.180.0 "Number of Restricted Size Lots Required"to allow the townhouse Restricted Size Lots to be less than 3,000 square feet and more than 3,000 for corner townhouse lots; and 7. Section 18.44.00.D.3 "Spacing Standards for Drive Accesses"to allow residential lots that front on Hunter's Way and Buckrake and back onto the linear park to access local streets within 150 feet of an intersection with an arterial street and to allow the proposed access separation distance between the proposed local streets onto Oak Street, an arterial street, to be separated by less than 660 feet. B. Proposed Relaxations 1. Section 38.400.050 "Street and Road Right-of-Way Width and Construction Standards"to allow for a right-of-way width of 45-feet for three (3) named alleys in a non-standard cross section. 2. Section 38.400.080 "Sidewalks" to allow for sidewalks on only one side of 3 alleys. CJ7T1A • 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION 3. Section 38.400.090.E "Drive Access from Improved Public Street or Alley Required"to allow for non-standard lot frontage and drive access to lots adjacent to 3 alleys with non-standard cross sections. WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Part III Site Conditions A. Physical Characteristics Overall, the subject property is relatively flat and there are no geologic irregularities or unusual soil characteristics that would make this site less suitable for development than that of the surrounding properties. This site does include a recently reclaimed gravel pit. The reclamation of the pit included the utilization of native and imported fill material as recommended in a Geotechnical Report included as part of the West Winds SW Preliminary Plat Application. A Geologic Map is provided as Figure 4. Geologic hazards, beyond those which exist throughout the general area in and around the City of Bozeman, are not anticipated. As a result, there are no protective measures proposed as part of this development. Soil conditions were analyzed as part of the site specific Geotechnical Report provided in the West Winds SW Preliminary Plat application. Test pit measurements and material descriptions of the sites soil conditions are detailed throughout the report. Generalized soil types in the surrounding area are illustrated on Figure 5 based on data gathered from the Natural Resource and Conservation Service soil survey. Due to the unremarkable topography of the site, cuts and fills of more than 3-feet are not anticipated. A generalized slope graphic is provided as Figure 6. An extensive groundwater monitoring program was completed as part of the preparation of the Geotechnical Report provided the West Winds SW Subdivision Preliminary Plat application submittal. The findings of that report indicate relatively shallow groundwater depths ranging from approximately 5-feet to 12-feet. Measurements from 33 test pits located throughout the site were documented from February to April 2016. The Geotechnical Report includes high groundwater mitigation methods including a limitation on the depth of crawl spaces and the thoughtful selection of base course materials. Groundwater resources will be unaffected by this subdivision and degradation is unlikely. Beyond the current utilization as irrigation within the dedicated public rights-of-way, groundwater will not be necessary to service the subdivision. Groundwater contamination can be avoided through the use of City of Bozeman services in lieu of on-site wastewater facilities. Cll ICID • 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION B. Community Facilities & Utilities As noted in Part I, the subdivision associated with this PUD Modification request will include the installation of a new local street connecting West Oak Street to Winter Park Street. The subdivision will also provide for both bicycle and pedestrian travel both internally and by way of connections to larger multi-model network. Water supply and wastewater disposal facilities have been designed in accordance with the applicable City of Bozeman and Montana Department of Environmental Quality requirements. Details of these facilities are provided in the engineering plans provided as Appendix B of this application submittal. Storm water treatment facilities have been designed in accordance with the applicable City of Bozeman and Montana Department of Environmental Quality requirements. Details of these facilities are provided in the engineering plans provided as Appendix B of this application submittal. The Subdivision Park Plan included as part of the subdivision application includes the construction of a new tot-lot playground. A copy of Subdivision Park Plan is provided in Appendix C of this application submittal. As proposed, this playground would be an improvements-in-lieu alternative to the amount of parkland dedication that would be required to offset the increase in residential density. An accounting of the amount of parkland dedicated with the original platting of the parent parcels associated with the corresponding subdivision is provided in Table 1 below. Also included in Table 1 is the estimated maximum increase in density, per lot, based on the approximate location of each of the lots to be created with the subdivision. Table 1 LOTS ORIGINAL LOTS PROPOSED BALANCE (AS PLATTED) ALLOCATION (AS AMENDED) APPROPRIATION Lot 1 Brock 1 Phase .54 AC. 18 Units Lot 3 .51 AC. 17 Units .03 1 Unit a Lot 2 Block 1 Phase a .54 AC. 18 Units Lot 2 .45 AC. 15 Units .09 3 Units Lot 1 Block 4 Phase .48 AC. 16 Units Lot 4 1.20 AC. 40 Units 72 5 (. ) (26 Units) TOTALS 1.56 AC. 52 Units 2.16 AC. 72 Units (.60) (30 Units) f • 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION The unit total in the "Proposed Appropriation" column is based on the 72 lots proposed with the West Winds SW Subdivision and each row represents the underlying parent parcel associated, approximately, with each of those lots. This scenario entitles the construction of one unit per subdivided lot. Based on the recent adoption of the standard in-lieu rate $1.50 per square foot, the total improvements-in-lieu of parkland associated with the West Winds SW Subdivision is $39,204.00 (26,136 SF x $1.50/SF). The impact on local educational services will be minimal. Local School Districts have been notified of this proposal and have indicated the district's ability to accommodate the new students anticipated by this subdivision. Law enforcement and fire protection will be provided by the City of Bozeman Police and Fire Departments respectively. The utility providers for the subdivision were provided the opportunity to review the lot configuration and access layout for this project. The applicant has worked in conjunction with these providers to ensure adequate locations for the utility easements necessary for all of the subdivisions utility needs. C. Land Uses As noted throughout this application narrative, the land uses proposed with this request consist of a mix of residential townhouse lots and single-family residential lots. As detailed in Part IV, this request is consistent with the land uses anticipated by the Bozeman Community Plan (Figure 7) and implemented by the corresponding zoning designation (Figure 8). There is a variety of land uses adjacent to this property including an assortment of residential uses, some isolated commercial uses, a church, emergency services and the associated parks, trail corridors and open spaces. This mix of uses is illustrated on Figure 9. This project is not located within an overlay district or designated Neighborhood as shown on Figure 10. • 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Part IV City Policy and Plans Conformance A. Community Plan Like the original West Winds Planned Community Planned PUD, this modification is consistent with many of the goals and objectives of the Bozeman Community Plan. Specifically, this project: Goal LU-1: Creates a sense of place that varies throughout the City, efficiently provides public and private basic services and facilities in proximity to where people live and work, and minimizes sprawl. Objective LU-1.4:Provides infill development which provides additional density of use while respecting the context of the existing development which surrounds it. Goal C-1: Human Scale and Compatibility: Objective C-1.1 Supports compatible infill within the existing area of the City rather than developing land requiring expansion of the City's area. Goal C-2: Community Circulation: Objective C-2.1.:Provides adequate and efficient circulation throughout the subdivision through connectivity between developments and major destinations for both the pedestrians and vehicles, including human powered vehicles; Objective C-2.3.:Creates alleys, where feasible, in a residential neighborhood. Goal C-3: Neighborhood Design: Is pedestrian oriented and contains a variety of housing types and densities. Goal H-1: Will allow for the development of 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. Objective 1.1.:Encourages and supports the creation of a broad range of housing types in proximity to services and transportation options. Objective 1.3.: Promotes the provision of a wide variety of housing types in a range of costs to meet the diverse residential needs of Bozeman residents. Objective 1.4.:Recognizes the role of housing in the continuing economic development of the City of Bozeman. Goal H-2: Promotes the creation of housing which advances the seven guiding land use principles of Chapter 3. Objective 2.1.: Encourages socially and economically diverse neighborhoods. V9r • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Objective 2.3.:Supports infill development and the preservation of existing affordable housing and encourages the inclusion of additional affordable housing in new infill developments. Goal H-3: Encourages an adequate supply of affordable housing and land for affordable housing. Objective 3.1.:Encourages the provision of affordable housing. Objective 3.3.: Promotes the development of a wide variety of housing types, designs, and costs to meet the wide range of residential needs of Bozeman residents. Goal R-1: Provides for accessible, desirable, and adequately maintained public parks, open spaces, trail systems, and recreational facilities for residents of the community. Objective R-1.1:Will create facilities accessible to and affordable for all members of the community. Objective R-1.3:Establishes regular and sufficient funding sources to develop and maintain public parks, trails, and recreational facilities, which can help to meet the community's recreational programming needs. Objective R-1.5:Will connect the community using trails. B. Ownership Future owners within the West Winds SW Subdivision will be members of the West Winds Master Homeowners' Association. As such, they will be subject to the ownership and long-term maintenance obligations of the owners within the West Winds Planned Community PUD area. C. West Winds PUD Compliance As noted throughout this application, this particular request is the addition of a single relaxation to allow for the lots and street configuration proposed with the West Winds SW Subdivision. The subdivision, as proposed, is generally consistent with the SW Residential Alternative depicted in Figure 1.2.A of the Amended West Winds Planned Community PUD (2005). In addition, this request further implements the goals and objectives of the West Winds Planned Community PUD, most notably: 1. A building configuration plan that includes the creation of townhouse lots through subdivision (May 2004 Condition #9); 2. The provision of Affordable Housing (May 2004 Condition #27); 3. The provision of a mix of housing types throughout the subdivision (May 2004 Condition #29); 4. Development of the SW Residential Alternative (July 2005 Condition #4); • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION 5. Development of a mix of housing types (Condominiums, townhouses & Single- family homes) in the area south of Winter Park Street (October 2007 Condition #8); and 6. Installation of a new trail to provide a direct connection to the Main Street to Mountains Trail (October 2007 Condition #9). D. Community Design Objectives & PUD Review Criteria The following is intended to provide written explanation for each of the applicable objectives or criteria outlined in Section 38.430.090.E of the Unified Development Code. Explanations for each criteria are provided in bold print below. a. All development. All land uses within a proposed planned unit development must 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? Except for the standards proposed for relaxation as detailed in Part 11, this application conforms to all city design standards. 2. Does the project preserve or replace existing natural vegetation? The subject property has been substantially disturbed by previous development and the gravel pit noted in Part 111. As a result, very little natural vegetation remains. New vegetation will be installed as development occurs on the individual lots throughout the project area. 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? This particular request does not include a specific site plan for each of the lots to be subdivided. Site development will occur over time and will be subject to the review of individual building permit requests. However, the residential lot configuration has been organized in a cohesive manner and the open space parcel at the corner of a very busy intersection, though small, provides an efficient and functional use of space. n�� • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION 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 lot configuration associated with this request is favorable to the installation of solar energy systems. This site will be integrated in to both the existing and developing pedestrian and bicycle network which will enable multi-modal transportation methods. The subject property is located in a portion of the city that allows for non-motorized access to several business centers and, as a result, is well connected to the greater transportation system. 5. Are the elements of the site plan (e.g., buildings, circulation, open space and landscaping, etc.) designed and arranged to maximize the privacy of residents of the project? Individual site development will occur over time as noted above. 6. Parkland. 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 parkland or open space been provided for each proposed dwelling as required by Section 38.420.020? As noted throughout this application narrative, park contributions have been made through the subdivision process and include the realization of uncompleted elements of the West Winds Park Master Plan. 7. Performance. All PUDs must earn at least 20 performance points. Performance points for the West Winds Community PUD have been accumulated over the course of the development of the project. As a result, affordable housing and open space requirements have been met. Of note, the modification requested with this application includes both affordable housing units and open space. 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? The subject property is well integrated into the arterial and collector transportation system. The connection of New Holland Drive to Breeze Lane adds local connections to this system. The additional relaxations Z� WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION requested for the use of alternative alley sections to facilitate interior circulation will not negatively alter these patterns. b. Residential. Planned unit developments in residential areas (R-S, R-1, R-2, R-3, RA R-5, 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 (division 38.310 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 must be determined by the provision of and proximity to public services and subject to the following limitations and considerations: 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 subject property is zoned R-3. The lot sizes proposed with the subdivision are consistent with the R-3 standards. The growth policy suggests a range of density between 6-31 units per acre. This proposal will create roughly 6.5 units per acre. 2. Does the project provide for private outdoor areas (e.g., private setbacks, 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? Private spaces will be provided within each of the individual lots proposed with the subdivision. Large street corridors to the south and west of the subject property will prevent site development that would impede adequate light and air. 3. Does the project provide for outdoor areas for use by persons living and working in the development for active or passive recreational activities? Private open spaces will be provided within each subdivided lot and dedicated park land and trail corridors exist within the PUD area and on adjacent properties including the Gallatin County Regional Park. n� ,31 • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION 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? No density bonus is being requested with this application. 5. Is the overall project designed to enhance the natural environment, conserve energy and provide efficient public services and facilities? The subject property is within the corporate limits of the City of Bozeman by way of an annexation in 1997. As a result, the property is served by municipal services. Extensions of these services are included as part of this proposal. 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 division 38.310 of this chapter, does the proposed project exceed the established regulatory design standards and ensure compatibility with adjacent neighborhood development? The number of dwelling units obtained by the density bonus is 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 must be provided within the project. Those dwellings subject to division 38.380, must be excluded in the base density upon which the density bonus is calculated. No density bonus is being requested with this application. 7. Does the overall PUD recognize and, to the maximum extent possible, preserve and promote the unique character of neighborhoods in the surrounding area? As detailed throughout this narrative and this Part, this modification is consistent with the growth policy, the underlying zoning designation and the West Winds Community PUD. ®q�j ©� w®m no on Will I=® off 1 ■■■ o■ aIR ®� 1®� .■ 111111111_ . 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WEST WINDS SW PLANNED UNIT DEVELOPMENT FIGURE NO 1 9 z 2.0' 7' 8 8 5.5' 6.5' 5.0' DROP CURB ' PARKING ' PARKING SIDEWALK I r `ScImBUS 0:5' � 1' � CURB V 1 � V _ 32.5' • f (TBC-TBC) 45'ALLEY SECTION(TYP.) SCALE:1/8"=1' 2.0' 7' 5.5' 5' DROP CURB I PARKING $ 8 PARKING 6'S SIDEWALK a I I I Os, o 32.5' 1 (TBC-TBC) Q 45'ALLEY PLAN(TYP.) SCALE:118"=1' DRAWN BY: 1CN PROJECT NO. fff HAYSTACK WEST WINDS SW PLANNED UNIT DEVELOPMENT CHK'D.BY: TWM 102.19 �A BOZEMAN MONTANA ' I APPR.BY: TWM DEVELOPMENT DATE: 10/2018 TYPICAL ALLEY DETAIL-45'R/W FIGURE NUMBER 104 E.MAIN ST.SUITE 206 1 BOZEMAN,MT 59771 1 406.570.3830 (BORA WAY,MISTRAL WAY&ZEPHYR WAY) 3 FACIVILM PROJECTS\15020\ACAD\FINAL\ALLEY DETAILS.dwe Plotted on Oct/8/2018 SOURCE: MBMG, NRIS&COB GIS DEPARTMENT ♦ araf � I •. f 1 d� `♦ a � 1 \ e ".Q.ki ;� HAYSTACK DEVELOPMENT ru oref l 104 E. MAIN ST. SUITE 206 PO BOX 1793 BOZEMAN,MT 59771 �� V � 406.570.3830 1 \ cz —i Q*"^' �'" www.haystackdevelopment.com owDRAWN BY: TWM DATE. 10/06/2018 PROJECT NO. 102.19 I Z oa ® a o -- ----_ > 1 W \\ - an Z F_- r Z t� 3 0 CITY 1. LIMITS I. Z aw BOZEMAN MONTANA r ��' FIGURE NO. ` 5,000 2,500 0' ■1■ 111ill�1 1114111/ �!!!!� � o- d,r _' ° - _� : ■III o . . 1111111 : � NIEMEN� � 11i1l11111� 1�1�■ it : =: 111111111/� /il��Irr �111111/1 .���■ ■ � �` 00 WIN all am ro • j IIIIII �� �.� r, sr� ��� �r ♦� � 1 . 11 LINN��®�� 400 11 1 o e :o 'XI 511 BOZEMAN 10 BOX 1793 Sow. MONTANA :. PROJECTHAYSTACK 101.571.3830 • DEVELOPMENTWEST WINDS SW PLANNED UNIT RGURE NO 102.19 SOURCE: MBMG, NRIS 8 COB GIS DEPARTMENT J f � -in­nj ( I, HAYSTACK ,�.• � .. r . ��`�." ;r�a�i DEVELOPMENT 104 E. MAIN ST. SUITE 206 PO BOX 1793 BOZEMAN,MT 59771 o � O � 406.570.3830 www.haystackdevelopment.corn DRAWN BY: TWM DATE: 10/06/2018 PROJECT NO. tj 102.19 r 1�. W 09 W Q L't S ZLk LU CL Q 0o Z O N = W LIMITS �, `�I 1, h 3 LU �'• Z LEGEND Slope a.. Value c�,, ,:�� �(� BOZEMAN High : 25 �: �� �� MONTANA Low : o `� � - r i FIGURE NO. \4A 5,00b. 12,500-,-. 0 1,,� ,a 6 AdMIL COMMUNITY; LOMMERCI�AL f lam_ MIXED,U SE _ BAXTER LANE QQ QQQHI D LICE w � QoaoM [IEEE Hl z o s RESIDENTIAL r @� LUMP EMULd[ i � � , d� QQ Q (RD) �' CQ � o CH H'Efl Fun uicza Eno �c C TSCHACHE LANE W z PARKS & OPEN SPACE (POS) i d t C mffi BREEZE LANE GALLATIN COUNTY J [Orc p REGIONA 124 PARK N E=D -_---- == =a 1 lowj r WES K4STREET ®' ` CI ©onED CPS LIMITS 971 LIE] � n1 P ttCt POS RD ( C7 ❑ [r 400 200 0 [� � SOURCE: CITY OF BOZEMAN GIS DEPARTMENT �� m H f � ./_.rA#11Y�'�SM ti-1P J_ k rd' U•�i[lt I �np 104 E.MAIN ST.SUITE 206 DRAWN BY:.iWM.. BOZEMAN nh PO BOX1793 CURRENT LAND USE BOZEMAN,MT 59771 DATE:10/06/2018 MONTANA HAYSTACK 406.570.3830 PROJECT NO. WEST WINDS SW PLANNED UNIT DEVELOPMENT FIGURE NO. DEVELOPMENT —.haystackdevelopmem.com 1 02.1 9 _ 7 _ .+..u. ,. , o o :• a 1111111® MIN� i �1111� 11111� ■ ®1116 I�I�AII IC 111111[ ���■ . �,� ®® J ®a smug C� IC� i ®tom ®® �somcr _ '� 111111 IIIIIIlIIllllf lIII � ' '�=� ' II® all! ®I® PLI ® AM! R- 1 . lillllllllllli ® ®® ®� ® ®m G. �. • :. ..:. .. . .. . . PROJECT NO. WEST WINDS SW PLANNED UNIT DEVELOPMENT FIGURE NO. .. �SOUF I OF,:• �111111� 1111//10 ■��11�� ,� r CIIIIIID ������� �' ; �i1i1■ i111 ■ � � C.� `� ICI '.r +.. 111■ .■1 c� . 111111 all IIIi11" ■ r, �1/11 CIE■ � 111111*"■ � �//1� ' ICI r., �• ��; ° MOM i • ■1111 ��®0 C�7 � ■ r 7' r � LEGEND UNANNEXED CHURCH COMMERCIAL �` • • i i ' RESIDENTIAL IFM � RESIDENTIAL � • i PARKS : OPEN SPACE Lz7p L7L1 � r FlJO OL7 � . ROW VACANT .Ili.. �� • G j "0 BOX 1793 CURRENT LAND USE .. BOZEMAN r 1 :. .• e .. • ..170.3830 PROJECT NO. WEST WINDS SW PLANNED UNIT DEVELOPMENT FIGURE • DEVELOPMENT1 LEGEND 4..�CONSERVATION OVERLAY 2Z CLASS 1 ENTRYWAY CORRIDOR ®CLASS 2 ENTRYWAY CORRIDOR Itil0836MOODf Q Bogert Park Neighborhood Association Bozeman Creek Bozeman Ponds Neighborhood Association Q Cooper Park Neighborhood Association ©Flanders Creek Neighborhood Association Lindley Park Association n Loyal Gardens Neighborhood Association Q Midtown Neighborhood Association ® Q New Hyalite View Network Q Northeast Neighborhood Association South Central Association of Neighbors Southeast Neighborhood Association - 1 Q University Neighbors Association FROPMt, 0 Valley Unit Neighborhood Association p i=7 fFr �� f p ,, �� .."=Rita � 4 _ '� - '—� „� • ,r;; ` ter', � � z :u; 46 ago r °J7 big* O CITY F� a LIMITS CJ t 8,000 4,000 0 SOURCE: CITY OF BOZEMAN GIS DEPARTMENT 104 E.PAMA POBOX1717935T.SURE206 DRAWN BY: TWM/201 OVERLAY & NEIGHBORHOODS BOZEMAN NTAN BOZEMAN,MT59771 DATE:10/06/2018 MONTANA HAYSTACK 106.170.3830 PROJECT NO. WEST WINDS SW PLANNED UNIT DEVELOPMENT FIGURE NO. DEVELOPMENT —.hays,ackdo4opm ni.com 102.19 10 0 17. ECENE OCT 25 2018 D DEPARTMENT Of COMMUNITY DEVELOPMENT Exhibit 1 J-411 2202936 IIIIII IIII(IIII(IIII IIII IIIIIII 11110 11111111 Pass: I of lei 6912312US 12:06P Owllar Vame—Gallatin Cc MT NI9C 727.00 I i Declaration of Covenants, Conditions and Restrictions West Winds Master Homeowners'Association,Inc. 111111IM11116111H �202936 BMllay Vanoa0ailatin Co lIT MISC 727.00 encouraged.Incorporating a covered entry porch shall architecturally enhance the main entrance to the living structure and is therefore required for all single family and town-home duplex structures.All other multi-family dwellings shall conform to the over all design and theme as set by the rest of the subdivision.Recognizing that a covered porch is not always attainable with multi family dwellings,covered porches may not be required;non the less each will be reviewed on case by case basis with a certain continuity in mind as it relates to the entire subdivision and is up to the sole discretion of the committee. Low level decks shall be skirted to grade.Decks which are on the second story(that are not cantilevered)and high off the ground shall either be sided down to a continuous grade beam and sided with the same siding as the main body of the structure,or they shall be required to have additional mass and size in the vertical support posts and a soffit treatment to the under side of the deck which is approved by the Committee.Treated Douglas Fir,except in certain structural members,is not an appropriate decking material. 12.13 Garages. Garages are not to be the predominate feature on the front elevation,of a dwelling.Architectural creativity in roof design and height as well as the garage being recessed. from the remaining front elevation is encouraged. 12.14 Sidewalks. Sidewalks,constructed to City standards,shall be installed at the time dwelling units are constructed.Upon the third anniversary(3 years)of the final plat recordation, any lot owners who have not constructed their sidewalks shall be required to install sidewalks on their lots,regardless of whether a dwelling is constructed on the lot or not.There may be an exception to this requirement for the large multi-family parcels,with specific regard to the Senior Living Campus. To"create ownership of the boulevard"all multi-family parcels are to demonstrate a pattern of connectivity for pedestrian traffic between structures to all arterial and collector streets, specifically Oak St.,27th Street,Davis Lane,and Baxter. 12.15 FencLm .IlBackyards and side yards may be fenced with wood or materials that look like woo or certain types of vinyl.The front yard toward the public road shall not be fenced.No chain link or wire fences shall be allowed.Fences shall be maintained in good condition at all times.Fences cannot be higher than six feet.if sight distance becomes an issue as sated in Sec. 13.15 of this declaration or any condition as set by the City of Bozeman allowable fence height may be reduced. All fencing designs and layouts need to be approved by the Committee. For all multi-family lots(excepting town-home duplex lots)boundary fences between or around units shall be prohibited,although the owners or builders may erect privacy screening around their,individual patios,which shall encompass the patio;provided,however,that in the event the owners or builders extend the patios beyond the area provided by the developer,neither the patio nor the privacy screening shall be any further than twelve feet(12)out from the building and no finther than twelve feet(12)in width.Any privacy fence so erected shall not be 42 IIIIIIIII�IIIIII��IUllilll��'III i IlIII1I2205Zof III 936 Shelley Vame-ullat,n Co RT RISC r27.00 taller than four feet(4').For those owners or builders that own units with a condominium association and are desirous of privacy screening or a change in the size of the privacy screening originally provided,all such screening must be in uniformity to all other units with in the condominium association and must have full approval and review of the condominium association. All lots adjacent to Oak St.,27 Street,Davis Lane,and Baxter,and are considered double frontage lots,regardless of the housing type shall conform to the requirement as set forth in this pgmgWh. The design and installation shall_be er Exhibit A of ARRendix I. An amendment as it relates to the distance from the building may be requested for any single family or town-home that falls under this requirement.Any change or alteration after preliminary site plan approval to any patio or porch will need the approval from both the Committee as well as the City of Bozeman. 12.16 Building_Orientation. The City of Bozeman does not allow individual drive accesses on Oak St.,27th Street,Fowler Lane,and Baxter therefore the rear facades of the dwellings will be oriented towards the street.In an attempt to"create ownership of the boulevard,"all fences shall be constructed incompliance with sub section 12.15 and the rear facades of the dwellings will incorporate small porches,patios,or breaks in the roofline in an attempt to give an inviting appearance with characteristics similar to a front elevation. 12.17 Kennels. In general kennels are discouraged.Kennels shall have a maximum size not exceed 150 square feet.Kennels,dog runs or tethered animals must be placed in lots allowable for rear yard fencing only.Kennels cannot be any higher than the height of the rear yard fencing that contains them.In all other areas or lots,kennels,dog runs or tethered animals are not allowed. 12.18 Landscaainrt Landscaping will be required to enhance the value of the property and the aesthetics of the site.Landscape,grading and irrigation plans shall be submitted and approved by the Committee concurrently with the building plans and conform to section 18.48 ofthe BMC.As a part of the landscape plan,sod(Not Seed)is required for all lawn areas visible from the street.All areas visible from the street where lawn,shrubs,trees or any vegetation is planted shall be required to have permanent tmderground irrigation installed.Suggested deciduous trees are Aspen,European Green Birch,Rocky Mountain and Big Tooth Maple,and other recommended by the City of Bozeman Zone Code. Suggested evergreen trees are Colorado Spruce, Lodge Pole Pine, Engle Man and White Spruce,Sub Alpine Fir,and Scotch Pine. 12.19 Storm Water Detention/Retention. Storm water detention or retention facilities shall be required for all subdivisions and site plans in compliance with current City of Bozeman and Montana Department of Environmental Quality regulations. Storm water management plans shall be submitted to and approved by the Committee concurrently with City review of subdivision and site plans.Storm water facilities shall be designed and installed in conformance with the approved Storm water Investigation Report prepared by HKM Engineering, Inc. and approved by the City of Bozeman through the Master West Winds PUD review process.All storm water ponds shall have an 43 I IIIiI IIIII IIIII IIIII IIIII IIIIIII IIIII III IIIIIII N IIII NOW Shelter Vanoe-Callatln Cc MT RISC 727.02 FENCE Ar i D i a 10'MAX r-- MULTIFAMILY ' ' DO,ELLNS O .�.. .. O$ 0 aUY 2*CEDAR TREATED 44 FMT — SET 1'MK N CONCRETE BASE 9 co b*CEDAR v `v 'SIhIPSCN'FB26 pe FENCE BRACKET FIK GRADE ELEVATI �?��:•r' i:'t�is�i 8'-0*O.G.MAX. PLAN Exhibit Z �` i I� t i i i I f[ �` { ,, WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Table of Contents Final Plan Application Forms Development Review Application Form (A1) PUD Final Plan Required Materials Form (PUDF) Site Plan Checklist (SP1) PUD Final Plan Checklist Narrative Final Plan Application Narrative ■ Conditions of Approval ■ Code Requirements Final Plan Project Narrative Part Introduction • Project Goals ■ Project Timeframe ■ Uses ■ Improvements Figure 1 — Vicinity Map Figure 2—Aerial Map Figure 3—Alley Details Part II UDC Relaxations ■ Current Relaxations • Proposed Relaxations Part III Site Conditions ■ Physical Characteristics ■ Community Facilities & Utilities ■ Land Uses Figure 4—Geologic Map Figure 5—Soils Map Figure 6—Slope Map Figure 7—Future Land Use Map Figure 8—Zoning Map Figure 9— Current Land Uses Figure 10—Neighborhood& Overlay District Map Part IV City Policy and Plans Conformance ■ Community Plan • Ownership • West Winds PUD Compliance ■ Community Design Objectives & PUD Review Criteria UD 0 • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION -T ,; _ PUD FINAL PLAN APPLICATION •�f PUD Final Plan Checklist Narrative 1. A narrative stating how each of the conditions of preliminary approval and noted code provisions have been satisfactorily addressed. This narrative shall be in sufficient detail to direct the reviewer to the appropriate plat, plan, sheet, note, covenant, etc. in the submittal. Final Plan Application Narrative 2. An executed and recorded copy of the PUD conditions of approval document provided by the City at preliminary approval. Requested as part of this application 3. Final project narrative providing a thorough and extensive description of the overall project including design intent, project goals, project timeframe, proposed uses, site improvements and buildings. Final Plan Project Narrative 4. A complete list of the approved relaxations to the BMC listed by individual section and reason for the relaxation. Final Plan Project Narrative (Part II) 5. Name, mailing address and full contact information for project team including: owner, developer, architect, civil engineer, landscape architect/designer and electrical engineer. Site Plan(Appendix D) 6. A title report for subdivision or proposed subdivision guarantee with all current property ownership. Platting Certificate(Appendix E) 7. Data regarding site conditions, land characteristics, available community facilities and utilities and other related general information about proposed uses, adjacent land uses and the uses of land within one-half mile of the subject parcel of land both existing and proposed. This shall be in narrative and/or table formats. Provide the following supporting maps: existing land use map, comm -ity plan land use designation map, RRMEWE [OCT.25 20180 DEPAiVCI OF COMMUNITY DEVELOPMENT WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION city zoning map, neighborhood and entryway overlay map for property showing conditions within 200 feet of the project boundaries. Final Plan Project Narrative(Part III) 8. Overall land use ratios for: a. existing footprints of existing buildings and structures b. proposed buildings and structures c. driveways and parking areas d. streets, roads and alleys with areas of rights of way identified separately e. private open spaces for residential uses f. landscape areas g. city parkland Site Plan(Appendix D) & Land Use Exhibit(Appendix E) 9. Overall project floor area ratio (FAR) and net residential density. Not Applicable 10. Final development Schedule. If phasing is proposed, provide narrative clearly describing project phasing with the proposed phasing of all infrastructure, PUD open space, buildings, driveways and parking and landscaping. Not Applicable 11. Final phasing Plan exhibit clearly showing all site and infrastructure improvements including PUD open space or elements required for PUD performance point requirements with phase boundaries including detailed limits of construction and approaches to mitigate any conflict s with phase boundaries and site safety and function. Not Applicable 12. Final phasing table that shows phase area and data for each phase including: area in acres and square feet, lot area in acres and square feet, building foot print square feet, building floor area, FAR, street right of way, common opens space, landscaped area, PUD open space square feet and percentage of total, PUD performance points by type and parking space requirements. Not Applicable 13. Table of proposed buildings include phase information, footprint, gross square footage, stories, whether building exists or proposed and building use designations by building floor. Not Applicable 0 • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION 14. Colored aerial vicinity map within one-half mile of the site with project site and other significant community facilities, streets, trails, watercourses, railways, highways and other applicable features identified by name. Final Plan Project Narrative(Figure 1) 15. Overall site illustration in color showing all building foot prints, PUD open space, landscaped areas, site circulation including vehicular, bike, and pedestrian facilities. Site Plan(Appendix D) 16. Statements of objectives and conformance to city policy and plans: a. Statement of applicable City land use policies and objectives achieved by the proposed plan and how it furthers the implementation of the Bozeman Community Plan, provide specific land use goals an objectives in the Community Plan that are furthered by the proposed PUD; b. Statement of proposed ownership of public and private open space areas and applicant's intentions with regard to future ownership of all or portions of the PUD; c. Estimate of number of employees for business, commercial, and industrial uses; d. Description of rational behind the assumptions and choices made by the applicant; e. The applicant shall submit as evidence of successful completion of the applicable Community Design objectives and Criteria of Section 38.20.090.E, documentation pursuant to these regulations for each proposed use; 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 Director may require, or the applicant may choose to submit, evidence that is beyond what is required in that section; any variance from the criterion shall be described; f. Detailed description of how conflicts between land uses are being avoided or mitigated; g. Statements of design methods to reduce energy consumption, (e.g. - home/business, utilities, transportation fuel, waste recycling); Project Narrative (Part IV) 17. If not provided by subdivision application materials, physiographic data and summaries for: landforms and geology and soils; hydrology; vegetation; noxious weeds; wildlife and view-sheds. If the project is a brown field site, provide site history, data and copies of any environmental site assessments that WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION have been completed. An approved noxious weed management plan must be submitted. Provided with the Subdivision Preliminary Plat Application (where required) 18. Narrative descriptions of site access and overall utilities including an overview, parking, existing and proposed condition of the streets providing access to the site, proposed accesses to the site and utilities including water, sewer, storm drainage, solid waste, gas, electric and shallow franchise facilities. Site Plan(Appendix D) & Land Use Exhibit(Appendix E) 19. Development and Design Guidelines per Section 38.20.070.D.2 BMC. West Winds Design Guidelines(Appendix G) 20. Comprehensive Signage Plan, if applicable. Not Applicable 21. Final drafts of supplementary documents per Section 38.38 of the BMC including property owners' association documents, covenants, open space maintenance plan meeting the requirements of Section 38.38.030. Governing Documents(Appendix H) 22. Stormwater facility maintenance plan. Stormwater Maintenance Plan(Appendix 1) • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Final Plan Application Narrative A. Conditions of Approval: 1. The applicant is advised that unmet code provisions, or code provisions that are not specifically listed as conditions of approval, does not, in any way, create a waiver or other relaxation of the lawful requirements of the Bozeman Municipal Code or state law. The applicant acknowledges this condition. 2. The final PUD plan shall be submitted, reviewed, and approved prior to approval of the final plat. The applicant acknowledges this condition. 3. The applicant shall submit with the application for Final PUD Plan review and approval, a written narrative stating how they have responded to each of these comments. This narrative shall be in sufficient detail to direct the reviewer to the appropriate plat, plan, sheet, note, covenant, etc. in the submittal. This narrative is intended to respond to each of the comments provided as part of the preliminary approval. Each of the comments are outlined below and include references to supplementary review material where appropriate. 4. No property may be removed from the covenants without written approval of the City of Bozeman. The applicant acknowledges this condition. 5. The City of Bozeman has relied upon the overall design standards required as part of the planned unit development application. The design standards may not be altered without consent of the City. The applicant acknowledges this condition. 6. Fences located in the front, side or rear yard setback of properties adjacent to any park or open space, Oak Street, or Davis Lane shall not exceed a maximum height of four(4) feet, and shall be of an open construction designed in a manner to be consistent along park land and open space areas. Proposed fencing shall conform to Section 38.23.130 "Fences, Walls and Hedges"or any successor section of municipal code. This M�r 0 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION requirement, with appropriate exhibits of fence types, shall be addressed and illustrated in the property owner's association documents. The documents shall include one or more coordinated fence style(s) acceptable to the City for locations sharing a property line with a public park or open space. Future development on any and each of the individual lots within the West Winds SW Subdivision will be subject to the fencing requirements detailed in Section 12.15 of the Declaration of Covenants, Conditions and Restrictions(Covenants) recorded as Document No. 2202936 with the Gallatin County Clerk and Recorder and further subject to the most current section of the municipal code for "Fences, Walls and Hedges" (currently Section 38.050.060). As outlined in the Covenants, lots adjacent to Oak Street and Davis Lane are considered double frontage lots and, "regardless of the housing type", are required to erect fences that "shall not be taller than four feet". An exhibit illustrating the open, shadow-box fencing style required by Section 12.15 is provided as Exhibit A of Appendix I of the Covenants. A copy of the relevant Covenant sections is provided as Exhibit 1 of this application. 7. The applicant must include a note on the plat prior to final plat approval indicating that all alleys must be privately maintained by the homeowner's association. The City will not maintain the alleys. A note regarding the maintenance obligations for Bora Way, Zephyr Way and Mistral Way is included on the face of the final plat.This notation is highlighted as #7 on the Plat Index Exhibit provided in Exhibit 2 of this application. 8. The applicant must include a note on the plat prior to final plat approval indicating that the homeowner's association is responsible for maintenance of subdivision stormwater improvements. A note regarding the maintenance obligations for stormwater improvements is included on the face of the final plat.This notation is highlighted as#8 on the Plat Index Exhibit provided in Exhibit 2 of this application. 9. The applicant must revise the draft groundwater note on the preliminary plat to indicate that no basements will be allowed and no crawl spaces exceeding 3-feet in depth will be allowed due to high groundwater conditions at the site. The applicant must also adjust the wording on the draft plat regarding City Policy by removing the wording, "...Unless capacity is designed into the drainage system to accept the pumped water..." Capacity has not been designed into the drainage system to accept groundwater from sump pumps. 0 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Notes regarding the above referenced groundwater restrictions are included on the face of the final plat.This notation is highlighted as#9 on the Plat Index Exhibit provided in Exhibit 2 of this application. 10. The applicant must include the snow storage plan in the Homeowner's Association documents and demonstrate the inclusion prior to final plat approval. A Snow Storage plan will be included with the Homeowner's Association documentation. A copy of the plan, provided as Exhibit A of the document to be recorded, is provided as Exhibit 3 of this application. 11. The applicant must pay the Far West Sewer Payback for the property prior to final plat approval. The applicant must submit payment at the City Engineering Division. Far West Sewer Payback obligations were met by the original developer of West Winds. A copy of the correspondence confirming this is provided as Exhibit 4 of this application. 12. If not already filed for the subject site,the applicant must provide and file with the County Clerk and Recorder's office executed Waivers of Right to Protest Creation of Special Improvement Districts (SID's) for the following: a. Street improvement to Davis Lane including paving, curb/gutter, sidewalk, and storm drainage b. Street improvements to Oak Street including paving, curb/gutter, sidewalk, and storm drainage c. Intersection improvements to Davis Lane and Oak Street d. Intersection improvements to Baxter Lane and Davis Lane e. Intersection improvements to N. 2711 Avenue and Oak Street f. Intersection improvements to Oak Street and Ferguson Avenue The document filed must specify that in the event of an SID is not utilized for the completion of these improvements, the developer agrees to participate in an alternate financing method for the completion of said improvement son a fair share, proportionate basis as determined by square footage of property, taxable valuation of the property, traffic contribution from the development, or a combination thereof. The applicant must provide a copy of the filed SID waiver prior to final plat approval. 0 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION An SID Waiver with the above referenced improvement specifications will be recorded with the subdivision final plat. A draft of the document to be recorded with the Gallatin County Clerk and Recorder is provided as Exhibit 5 of this application. 13. The applicant must submit plans and specifications for water and sewer main extensions, streets, and storm water improvements, prepared and signed by a professional engineer (PE) registered in the State of Montana, which must be provided to and approved by the City Engineer. Water and sewer plans must also be approved by the Montana Department of Environmental Quality. The applicant must also provide professional engineering services for construction inspection, post-construction certification, and preparation of mylar record drawings. Construction shall not be initiated on the public infrastructure improvements until the plans and specification shave been approved and a preconstruction conference has been conducted. Building permits will not be issued prior to City acceptance of the site infrastructure improvements unless all provisions set forth in Section 32.39.030.D of the Bozeman Municipal Code are met to allow for concurrent construction. Although many of the infrastructure drawings were submitted with the subdivision application, those plans are not considered final and will not be reviewed as the infrastructure submittal. The applicant must provide a separate infrastructure submittal to the City Engineering Division after preliminary plat approval. Final infrastructure plans and specifications were reviewed and approved by the City of Bozeman Engineering Department. A copy of the approval letter is provided as Exhibit 6 of this application. 14. Parking on Bora Way, Zephyr Way, and Mistral Way is only allowed on the interior side of the right of way immediately adjacent to Block 5 and 6. Parking on the above referenced alleys is only allowed on the interior side of the right of way immediately adjacent to Block 5 and 6 as highlighted on the copy of the Road Signage Plan provided as Exhibit 7 of this application. B. Code Requirements: 1. BMC Section 38.24.010.A states: All streets shall be provided in accordance with the adopted growth policy and/or transportation plan. The arrangement, type, extent, width, grade and location of all streets shall be considered in their relation to existing and planned streets, to topographical conditions, to public convenience and safety, and to the proposed uses of the land to be served by such streets. The applicant must demonstrate that the curb bulbs in the alleys can accommodate the turn radius of the City fire trucks and the City garbage trucks prior to preliminary plat approval. The applicant must obtain approval for the turn radii from the City Fire Department and the 9 . WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION City Solid Waste Division (Kevin Handlin)prior to approval of engineering plans and specifications and prior to final plat approval. The curb bulbs at the intersections were specifically detailed in the Subdivision Preliminary Plat application. As part of that process, each instance was included in the staff,advisory committee and governing board review and approval. A copy of the application materials are provided as Exhibit 8 of this application. 2. BMC 38.24.010.A.12 states: Street signs and other traffic control devices shall be installed at all intersections and any other location required by the city. The location, size, shape and height of all traffic control devices shall comply with city requirements, and shall conform with the Manual of Uniform Traffic Control Devices (MUTCD) and the city modifications to state public works standard specifications. The applicant must submit an updated signage and striping plan prior to approval of infrastructure plans and specifications and prior to final plat approval that indicates stop signs removed from alley accesses. An updated signage and striping plan was submitted to the engineering department as part of their review of the infrastructure plans and specifications prior to construction.That plan indicates that the stop signs were removed from the alley accesses. A copy of the Road Signage Plan is provided as Exhibit 7 of this application 3. Bozeman Municipal Code (BMC) Section 38.23.060.A states:Where determined to be necessary, public and/or private easements shall be provided for private and public utilities, drainage, vehicular or pedestrian access, etc. The applicant's drawings indicate telephone utilities located outside the utility easement along Oak Street. Either the telephone utilities must be relocated inside the easement, or the applicant must provide additional utility easement width along Oak Street to include the telephone utility in the easement prior to final plat approval. The applicant has worked with Centuryl-ink to relocate the above referenced facilities. A copy of the correspondence confirming the relocation is provided as Exhibit 9 of this application. 1� • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Final Project Narrative Part I Introduction This PUD Final Plan application consists of a request to finalize a modification to the West Winds Planned Community PUD to add three (3) relaxations. This request is in conjunction with a Subdivision Final Plat application that would facilitate the subdivision of 10.98 acres to create 42 townhouse lots and 30 single-family lots for a total of 72 residential lots. The properties subject to the subdivision request are generally located at the corner of West Oak Street and Davis Lane as shown on Figure 1 and Figure 2. The properties are legally described as Lots 2, 3 & 4 of the Amended Plat of Lot 1 and Lot 2 of Block 1 and Lot 1 of Block 4 of West Winds Major Subdivision Phase 4 and Lot 1 of Block 3 and Lot 1 of Block 4 of West Winds Major Subdivision Phase 5. This PUD modification request is in conjunction with a Subdivision Final Plat application, a copy of the Final Plat is provided in Appendix A of this application submittal. The land uses and densities proposed as part of this application are in accordance with the underlying City of Bozeman zoning designation of R-3,the Bozeman Community Plan Future Land Use designation of Residential and the West Winds Planned Community PUD. Access to the individual subdivision lots will be provided by way of an extension of New Holland Drive, a City of Bozeman standard local street, and an interior network of alternative alleyways. Water supply, wastewater disposal and storm water treatment will be provided through the extension of City of Bozeman facilities. Plans and specifications for these extensions are included in the engineering plans provided as Appendix B of this application submittal. Note: Maps and Figures that are referenced throughout this narrative will be located at the back of the Part in which they are referenced. A. Project Goals One of the fundamental objectives of this project is to provide housing that is accessible to a greater number of potential purchasers. This PUD modification would facilitate the subdivision that serves as a continuation of the West Winds SW Condominium project north of Breeze Lane. The vision has been to provide an array of housing types to better accommodate the needs of the buyer through a mix of product and ownership types. This project represents the completion of this goal by creating the townhouse lots and the single-family lots that will round out the product types. I� i • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION B. Project Timeframe Early plans to phase the subdivision of this property have been changed and phasing is not proposed with this project. Though the exact project horizon is unknown, for the purposes of this application and the supplementary study materials prepared in analyzing the impacts, an estimated completion date of 2025 has been utilized. C. Uses The land uses and densities proposed as part of this application are in accordance with the underlying zoning designation of R-3 and Future Land Use designation of Residential. Furthermore, this application and the concurrent subdivision application are consistent with the Amended West Winds Planned Community PUD. These uses are also consistent with those in the surrounding area both immediately adjacent and within one-half mile. D. Improvements The subdivision of this property includes a variety of access solutions, the most notable being the installation of New Holland Drive from the recently completed section of Breeze Lane to West Oak Street. Also included as part of this proposal is a series of alternative alley sections that provide interior circulation throughout the site shown as Bora Way, Mistral Way and Zephyr Way.The objective of these alleys is to accommodate the internal access while addressing some of the unique characteristics of the property. As illustrated on Figure 3, each alley has elements of both traditional City of Bozeman standard alleys and local street sections in an effort to provide the most functional access possible. The alley accesses proposed as part of this application are the basis for the request. These accesses are not compliant with Sections 38.400.050, 38.400.080 and 38.400.090.E of the updated Unified Development Code (UDC) and will require the addition of 3 relaxations to conform. In addition to vehicular accesses, this project provides for multi-modal transportation methods as well. Each alley has a width of 32.5-feet and includes a 6.5-foot boulevard and a 5-foot sidewalk where it fronts a residential lot. Coupled with the relatively low volumes of traffic, the alley provides adequate bicycling opportunities and the sidewalks allow for safe pedestrian travel. This multi-modal network provides connections to the larger Mainstreet to Mountains trail system east of the subject property. C • 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION The subdivision will also include the extension of City of Bozeman water supply, wastewater disposal and storm water treatment systems along with the requisite private utilities. The Subdivision Park Plan included as part of the subdivision application includes the construction of a new tot-lot playground completing an unfinished element of the West Winds Park Master Plan. A copy of Subdivision Park Plan is provided in Appendix C of this application submittal. i WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Part II UDC. Relaxations A. Current Relaxations 1. Section 18.50.020 "Park Requirements"to allow the area requirement to be based on 11% net buildable area instead of 0.03 acres per dwelling unit for the affordable housing lots; 2. Section 18.16.020.13 "Authorized Uses"to allow assisted living/elderly care facilities and apartments within the "R-3" zoning district; 3. Section 18.42.030.0 "Double/Through and Reverse Frontage"to allow double frontage lots adjacent to the arterial and collector streets; 4. Section 18.42.040.13 "Block Length"to allow the block lengths to exceed 400 feet; 5. Section 18.42.040.0 "Block Width"to allow the minimum block length to be less than 200 feet for the blocks with Restricted Size Lots; 6. Section 18.42.180.0 "Number of Restricted Size Lots Required"to allow the townhouse Restricted Size Lots to be less than 3,000 square feet and more than 3,000 for corner townhouse lots; and 7. Section 18.44.00.D.3 "Spacing Standards for Drive Accesses"to allow residential lots that front on Hunter's Way and Buckrake and back onto the linear park to access local streets within 150 feet of an intersection with an arterial street and to allow the proposed access separation distance between the proposed local streets onto Oak Street, an arterial street, to be separated by less than 660 feet. B. Proposed Relaxations 1. Section 38.400.050 "Street and Road Right-of-Way Width and Construction Standards"to allow for a right-of-way width of 45-feet for three (3) named alleys in a non-standard cross section. 2. Section 38.400.080 "Sidewalks" to allow for sidewalks on only one side of 3 alleys. r 0 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION 3. Section 38.400.090.E "Drive Access from Improved Public Street or Alley Required"to allow for non-standard lot frontage and drive access to lots adjacent to 3 alleys with non-standard cross sections. WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Part III Site Conditions A. Physical Characteristics Overall, the subject property is relatively flat and there are no geologic irregularities or unusual soil characteristics that would make this site less suitable for development than that of the surrounding properties. This site does include a recently reclaimed gravel pit. The reclamation of the pit included the utilization of native and imported fill material as recommended in a Geotechnical Report included as part of the West Winds SW Preliminary Plat Application. A Geologic Map is provided as Figure 4. Geologic hazards, beyond those which exist throughout the general area in and around the City of Bozeman, are not anticipated. As a result, there are no protective measures proposed as part of this development. Soil conditions were analyzed as part of the site specific Geotechnical Report provided in the West Winds SW Preliminary Plat application. Test pit measurements and material descriptions of the sites soil conditions are detailed throughout the report. Generalized soil types in the surrounding area are illustrated on Figure 5 based on data gathered from the Natural Resource and Conservation Service soil survey. Due to the unremarkable topography of the site, cuts and fills of more than 3-feet are not anticipated. A generalized slope graphic is provided as Figure 6. An extensive groundwater monitoring program was completed as part of the preparation of the Geotechnical Report provided the West Winds SW Subdivision Preliminary Plat application submittal. The findings of that report indicate relatively shallow groundwater depths ranging from approximately 5-feet to 12-feet. Measurements from 33 test pits located throughout the site were documented from February to April 2016. The Geotechnical Report includes high groundwater mitigation methods including a limitation on the depth of crawl spaces and the thoughtful selection of base course materials. Groundwater resources will be unaffected by this subdivision and degradation is unlikely. Beyond the current utilization as irrigation within the dedicated public rights-of-way, groundwater will not be necessary to service the subdivision. Groundwater contamination can be avoided through the use of City of Bozeman services in lieu of on-site wastewater facilities. f1 i� • 0 WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION B. Community Facilities & Utilities As noted in Part I, the subdivision associated with this PUD Modification request will include the installation of a new local street connecting West Oak Street to Winter Park Street. The subdivision will also provide for both bicycle and pedestrian travel both internally and by way of connections to larger multi-model network. Water supply and wastewater disposal facilities have been designed in accordance with the applicable City of Bozeman and Montana Department of Environmental Quality requirements. Details of these facilities are provided in the engineering plans provided as Appendix B of this application submittal. Storm water treatment facilities have been designed in accordance with the applicable City of Bozeman and Montana Department of Environmental Quality requirements. Details of these facilities are provided in the engineering plans provided as Appendix B of this application submittal. The Subdivision Park Plan included as part of the subdivision application includes the construction of a new tot-lot playground. A copy of Subdivision Park Plan is provided in Appendix C of this application submittal. As proposed, this playground would be an improvements-in-lieu alternative to the amount of parkland dedication that would be required to offset the increase in residential density. An accounting of the amount of parkland dedicated with the original platting of the parent parcels associated with the corresponding subdivision is provided in Table 1 below. Also included in Table 1 is the estimated maximum increase in density, per lot, based on the approximate location of each of the lots to be created with the subdivision. Table 1 LOTS ORIGINAL LOTS PROPOSED BALANCE (AS PLATTED) ALLOCATION (AS AMENDED) APPROPRIATION Lot 1 Block 1 Phase .54 AC. 18 Units Lot 3 .51 AC. 17 Units .03 1 Unit 4 Lot 2 Block 1 Phase .54 AC. 18 Units Lot 2 .45 AC. 15 Units .09 3 Units 4 Lot 1 Block 4 Phase .48 AC. 16 Units Lot 4 1.20 AC. 40 Units (.72) (26 Units) 5 TOTALS 1.56 AC. 52 Units 2.16 AC. 72 Units (.60) (30 Units) r WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION The unit total in the "Proposed Appropriation" column is based on the 72 lots proposed with the West Winds SW Subdivision and each row represents the underlying parent parcel associated, approximately, with each of those lots. This scenario entitles the construction of one unit per subdivided lot. Based on the recent adoption of the standard in-lieu rate $1.50 per square foot, the total improvements-in-lieu of parkland associated with the West Winds SW Subdivision is $39,204.00 (26,136 SF x $1.50/SF). The impact on local educational services will be minimal. Local School Districts have been notified of this proposal and have indicated the district's ability to accommodate the new students anticipated by this subdivision. Law enforcement and fire protection will be provided by the City of Bozeman Police and Fire Departments respectively. The utility providers for the subdivision were provided the opportunity to review the lot configuration and access layout for this project. The applicant has worked in conjunction with these providers to ensure adequate locations for the utility easements necessary for all of the subdivisions utility needs. C. Land Uses As noted throughout this application narrative, the land uses proposed with this request consist of a mix of residential townhouse lots and single-family residential lots. As detailed in Part IV, this request is consistent with the land uses anticipated by the Bozeman Community Plan (Figure 7) and implemented by the corresponding zoning designation (Figure 8). There is a variety of land uses adjacent to this property including an assortment of residential uses, some isolated commercial uses, a church, emergency services and the associated parks, trail corridors and open spaces. This mix of uses is illustrated on Figure 9. This project is not located within an overlay district or designated Neighborhood as shown on Figure 10. ow • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Part IV City Policy and Plans Conformance A. Community Plan Like the original West Winds Planned Community Planned PUD, this modification is consistent with many of the goals and objectives of the Bozeman Community Plan. Specifically, this project: Goal LU-1: Creates a sense of place that varies throughout the City, efficiently provides public and private basic services and facilities in proximity to where people live and work, and minimizes sprawl. Objective LU-1.4:Provides infill development which provides additional density of use while respecting the context of the existing development which surrounds it. Goal C-1: Human Scale and Compatibility: Objective C-1.1 Supports compatible infill within the existing area of the City rather than developing land requiring expansion of the City's area. Goal C-2: Community Circulation: Objective C-2.1.:Provides adequate and efficient circulation throughout the subdivision through connectivity between developments and major destinations for both the pedestrians and vehicles, including human powered vehicles; Objective C-2.3:Creates alleys, where feasible, in a residential neighborhood. Goal C-3: Neighborhood Design: Is pedestrian oriented and contains a variety of housing types and densities. Goal H-1: Will allow for the development of 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. Objective 1.1.: Encourages and supports the creation of a broad range of housing types in proximity to services and transportation options. Objective 1.3.: Promotes the provision of a wide variety of housing types in a range of costs to meet the diverse residential needs of Bozeman residents. Objective 1.4.: Recognizes the role of housing in the continuing economic development of the City of Bozeman. Goal H-2: Promotes the creation of housing which advances the seven guiding land use principles of Chapter 3. Objective 2.1.: Encourages socially and economically diverse neighborhoods. • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION Objective 2.3.:Supports inf ill development and the preservation of existing affordable housing and encourages the inclusion of additional affordable housing in new infill developments. Goal H-3: Encourages an adequate supply of affordable housing and land for affordable housing. Objective 3.1.: Encourages the provision of affordable housing. Objective 3.3.: Promotes the development of a wide variety of housing types, designs, and costs to meet the wide range of residential needs of Bozeman residents. Goal R-1: Provides for accessible, desirable, and adequately maintained public parks, open spaces, trail systems, and recreational facilities for residents of the community. Objective R-1.1:Will create facilities accessible to and affordable for all members of the community. Objective R-1.3:Establishes regular and sufficient funding sources to develop and maintain public parks, trails, and recreational facilities, which can help to meet the community's recreational programming needs. Objective R-1.5:Will connect the community using trails. B. Ownership Future owners within the West Winds SW Subdivision will be members of the West Winds Master Homeowners' Association. As such, they will be subject to the ownership and long-term maintenance obligations of the owners within the West Winds Planned Community PUD area. C. West Winds PUD Compliance As noted throughout this application, this particular request is the addition of a single relaxation to allow for the lots and street configuration proposed with the West Winds SW Subdivision. The subdivision, as proposed, is generally consistent with the SW Residential Alternative depicted in Figure 1.2.A of the Amended West Winds Planned Community PUD (2005). In addition, this request further implements the goals and objectives of the West Winds Planned Community PUD, most notably: 1. A building configuration plan that includes the creation of townhouse lots through subdivision (May 2004 Condition #9); 2. The provision of Affordable Housing (May 2004 Condition #27); 3. The provision of a mix of housing types throughout the subdivision (May 2004 Condition #29); 4. Development of the SW Residential Alternative (July 2005 Condition #4); • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION 5. Development of a mix of housing types (Condominiums, townhouses & Single- family homes) in the area south of Winter Park Street (October 2007 Condition #8); and 6. Installation of a new trail to provide a direct connection to the Main Street to Mountains Trail (October 2007 Condition #9). D. Community Design Objectives & PUD Review Criteria The following is intended to provide written explanation for each of the applicable objectives or criteria outlined in Section 38.430.090.E of the Unified Development Code. Explanations for each criteria are provided in bold print below. a. All development. All land uses within a proposed planned unit development must 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? Except for the standards proposed for relaxation as detailed in Part II, this application conforms to all city design standards. 2. Does the project preserve or replace existing natural vegetation? The subject property has been substantially disturbed by previous development and the gravel pit noted in Part III. As a result, very little natural vegetation remains. New vegetation will be installed as development occurs on the individual lots throughout the project area. 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? This particular request does not include a specific site plan for each of the lots to be subdivided. Site development will occur over time and will be subject to the review of individual building permit requests. However, the residential lot configuration has been organized in a cohesive manner and the open space parcel at the corner of a very busy intersection, though small, provides an efficient and functional use of space. WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION 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 lot configuration associated with this request is favorable to the installation of solar energy systems. This site will be integrated in to both the existing and developing pedestrian and bicycle network which will enable multi-modal transportation methods. The subject property is located in a portion of the city that allows for non-motorized access to several business centers and, as a result, is well connected to the greater transportation system. 5. Are the elements of the site plan (e.g., buildings, circulation, open space and landscaping, etc.) designed and arranged to maximize the privacy of residents of the project? Individual site development will occur over time as noted above. 6. Parkland. 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 parkland or open space been provided for each proposed dwelling as required by Section 38.420.020? As noted throughout this application narrative, park contributions have been made through the subdivision process and include the realization of uncompleted elements of the West Winds Park Master Plan. 7. Performance. All PUDs must earn at least 20 performance points. Performance points for the West Winds Community PUD have been accumulated over the course of the development of the project. As a result, affordable housing and open space requirements have been met. Of note, the modification requested with this application includes both affordable housing units and open space. 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? The subject property is well integrated into the arterial and collector transportation system. The connection of New Holland Drive to Breeze Lane adds local connections to this system. The additional relaxations • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION requested for the use of alternative alley sections to facilitate interior circulation will not negatively alter these patterns. b. Residential. Planned unit developments in residential areas (R-S, R-1, R-2, R-3, RA R-5, RMH and R-0 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 (division 38.310 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 must be determined by the provision of and proximity to public services and subject to the following limitations and considerations: 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 subject property is zoned R-3. The lot sizes proposed with the subdivision are consistent with the R-3 standards. The growth policy suggests a range of density between 6-31 units per acre. This proposal will create roughly 6.5 units per acre. 2. Does the project provide for private outdoor areas (e.g., private setbacks, 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? Private spaces will be provided within each of the individual lots proposed with the subdivision. Large street corridors to the south and west of the subject property will prevent site development that would impede adequate light and air. 3. Does the project provide for outdoor areas for use by persons living and working in the development for active or passive recreational activities? Private open spaces will be provided within each subdivided lot and dedicated park land and trail corridors exist within the PUD area and on adjacent properties including the Gallatin County Regional Park. 3i • • WEST WINDS SW PLANNED UNIT DEVELOPMENT MODIFICATION PUD FINAL PLAN APPLICATION 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? No density bonus is being requested with this application. 5. Is the overall project designed to enhance the natural environment, conserve energy and provide efficient public services and facilities? The subject property is within the corporate limits of the City of Bozeman by way of an annexation in 1997. As a result, the property is served by municipal services. Extensions of these services are included as part of this proposal. 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 division 38.310 of this chapter, does the proposed project exceed the established regulatory design standards and ensure compatibility with adjacent neighborhood development? The number of dwelling units obtained by the density bonus is 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 must be provided within the project. Those dwellings subject to division 38.380, must be excluded in the base density upon which the density bonus is calculated. No density bonus is being requested with this application. 7. Does the overall PUD recognize and, to the maximum extent possible, preserve and promote the unique character of neighborhoods in the surrounding area? As detailed throughout this narrative and this Part,this modification is consistent with the growth policy, the underlying zoning designation and the West Winds Community PUD. 1R■ ■ ::■�:: r = �d ■■ oii�illl�: Iltlll �' _ .gym Imiunm ® 1■Is - �� Illlr 1�111111 111111 -/� = Inlnlnu a � 2. OEM � 11111111 111111 .� u 1� atilill�li� c 11111111 ■IIIQII � � - o11H�, _ 111111/1/ � 1111111 ill,i : �� � , �1111111 ■f�i � � �`� ■� .` !a ■z US� 0lIG:lalrJ �'1111 �� ,�\IIIIIIIII IIIIIIIIIIIIIIIIII ` ■ --�.. �f■ loan / .° ■ 11 �� r_ �. �� _ - //Iflfii{■ �- . 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E 102.19 Z Lu CL 100 ® 3 O �\ --- ---- � V W \ , Qtl Z I� 3 o W CITY I zZ LIMITS OT., BOZEMAN MONTANA 5,000 2,500 0'-�r� FIGURE NO. ■�■ � o Illy 11/11111mill mill 11111111 ���AA�� o �. •00 � �A A A� � 11i1111111I 1111■ r :� =''' 11111111!!1 � lIIIII['-' 111/ � ��� \l11111�� .�/A■ � �� �INFa milli IIIIIII . err mm po 0 - iiNo �� � My : • . . o • �� • ■ 1 !1 �� IS! �� ' wl ■ IN '+ �■ �' 1. � �t�� �� ♦�� � � . 11 00 • :• III r��� ���1� ni 1SOILS . PROJECT NO. WEST WINDS SW PLANNED UNIT DEVELOPMENT FIGURENO .• SOURCE: MBMG, NRIS&COB GIS DEPARTMENT \� - - J�,-_ , v d ';.�� r�� -'cD HAYSTACK DEVELOPMENT 104 E. MAIN ST. SUITE 206 f PO BOX 1793 ��T .�,�� BOZEMAN, MT 59771 F �,�:�� _ f 406.570.3830 O cm www.haystackdevelopment.com DRAWN BY: TWM � ` '.,may-.�y 1.�`!'� '`•�`' k.�" ;�t`J? . DATE: 10/06/2018 PROJECT NO. Q� / y � � � ' 102.19 Q � Z 5 e-., .�.- LU 0 W ZLU 0 zO N CITY /y t' � J W LIMITS i/� 3 W P 1 Z LEGEND �� 1 Z d Slope BOZEMAN Value High : 25 t MONTANA ' t 'i Low : 0 , -1 5,0001 2,500,E 0 y FIGURE NO. cl COMMUNIT1( LOMMERCIAL MIXED-USE ..H - -B. -TER LANE ]QQQ DIED Q u 1 a0nou ODDQQ D z Elp—op 00� RESIDENTIAL L�B� a En 3 QQQQo D �a Q L TSCHA -HE LANE w ! `H Q o �`LJQQ®o Q o®Q U o DID 6 0 � o � Z D PARKS & OPEN SPACE 0 (P „ S) PU,�� BLLIG� � �� c�� INSTITUTIONS \' �U BREEZE LANE GAL'LATIN COUNTY REGIONAL PARK i Q \ gam . L_, Z �Q = mums WEST�TREET _=1 �® , � F� CITY ;� © ®MUM � m � " � LIMITS � ���������� _ ® Q 1771EL-11 QED 7 CQ❑� C C�7� L✓� � EGEND �❑ 77 ram© �c�a ��cd 73 oEll ®mot Q CCMU � @ o c�� E E13 �� ��� POS 10 2 ®10 ®E Ell � H�� �1� E ❑ ❑ � �r i�r� 1=' �1�� % 400 200 0 SOURCE: CITY OF BOZEMAN GIS DEPART MEN � 777CIT-7 11 104 E.MAIN ST.SUITE 206 DRAWN BY: TWM CURRENT LAND USE @ BOZEMAN PO EM N, DATE:ioiobnola � MONTANA u�wu hay.3830 velo ment.com w BOZEMAN,MT 59771 HAYSTACK ' aWa�6s7o.383o P PROJECT9 0: WEST WINDS SW PLANNED UNIT DEVELOPMENT. � Fiou� No. DEVELOPMENT - �.+� � ,° ■ III1T1111111 o111111� 1111111® ������� ,,, � �1111� IIIII� ■ � ®���� 1111111/ Mill IIIiI� �mad Ell III �IIIIII. IQI� ® °• 60 PLI �� �11111 ® mail mail VERB eIB�1l ® ®o ®® 1111 o . ®m 0oil ®®s®'� ,, ,, 0104 E. �1 B.:.1. 406.570.3830 PROJECT NO. WEST WINDS SW PLANNED UNIT OPDEVELMENT FIGURE NO. 1._.,. `SOURCE CI_, 7 F-BOZEMAN,GIS DEPARTMENT JB ER4'ANE LLI I ET71 > L-LJ__L_L. Ear, [m] EEO �J Q ❑ ❑ L a TSCHACHE LANE Z Q 5 LLJ 0 Q� a ;El PIP o _z 160ZEMAN. IEI RE u, El ' STATION*3 4 Z ,GALLATIN(EO.UNTtY---------j 19'11 (CENTER 2_. Lf- Q � I � GALLATIN COUNTY BREEZE-LANE REGIONAL PARK `� � a� = Q _ 3 � $011JE�CT `� E PROPERTY � � Z WEST OAK4STREET Ell EGEND ❑�. �� G�' �C�' UNANNEXED a C. rZ CITY ❑ G C Q o LIMITS CHURCH COMMERCIAL RETAIL SALES DUPLEX-TRIPLEX RESIDENTIAL n MULTI-FAMILY RESIDENTIAL b - MIXED-USE T: Q PARKS&OPEN SPACE - RESTAURANT/BAR ❑ sr] ROW I — � SINGLE-FAMILY RESIDENTIAL' - a�C VACANT 00 200 104 E.MAIN ST.SUITE 206 DRAWN BY: TW vLl CURRENT LAND USE BOZEMAN PO BOX 1793 DATE:10/06/2018 MONTANA BOZEMAN,MT 59771 HAYSTACK 406-170.3830 PROJECT NO. WEST WINDS SW PLANNED UNIT DEVELOPMENT RGURE NO. DEVELOPMENT ww .haystackdmlopmeat.com 102.19 9 LEGEND 41"LCONSERVATION OVERLAY Z21 CLASS 1 ENTRYWAY CORRIDOR ®CLASS 2 ENTRYWAY CORRIDOR 111111101111111011151100111111 Q Bogert Park Neighborhood Association Bozeman Creek Bozeman Ponds Neighborhood Association Q Cooper Park Neighborhood Association Q Flanders Creek Neighborhood Association Q Lindley Park Association n Loyal Gardens Neighborhood Association Jv1 Q Midtown Neighborhood Association D Q New Hyalite View Network Northeast Neighborhood Association �• f� South Central Association of Neighbors Southeast Neighborhood Association FROMM " Q University Neighbors Association Valley Unit Neighborhood Association I� ' rt'i, F .4 .. v`Oa •r Yllj II � �� •z S_ c 6 , 1.9 V I10 o -7t CITY r LIMITS 0 8,000 4,000 0 SOURCE: CITY OF BOZEMAN GIS DEPARTMENT 104 E. 117I5T.SUITE206 DRAWN BY:��i OVERLAY & NEIGHBORHOODS BozEMAN PO BOX 93 BOZEMAN,MT 59771 DATE:10/06/2018 MONTANA HAYSTACK 106.570.3830 PROJECT No. WEST WINDS SW PLANNED UNIT DEVELOPMENT FIGURE NO. DEVELOPMENT —.hoyaockdevebpmem.com 1 02.1 9 10 ECEVE OCT 25 2018 D DEPARTMENT OF COMMUNITY DEVELOPMENT Exhibit 1 4, r �� ., f J-411 2202936 II IIII IIIII II II I I IIII III II II III II I III I III I I III Pass: I of 1 22,2312006 1206P i Way Vance-0allatln Cc MT MI6C 121.00 I i Declaration of Covenants, Conditions and Restrictions West Winds Master Homeowners'Association,Inc. IIIIflII 11111111111111111111 2209 of BMIIaV Vano!-Qallatin Cc Mr RISC 727.00 encouraged.Incorporating a covered entry porch shall architecturally enhance the main entrance to the living structure and is therefore required for all single family and town-home duplex structures.All other multi-family dwellings shall conform to the over all design and theme as set by the rest of the subdivision.Recognizing that a covered porch is not always attainable with multi family dwellings,covered porches may not be required;non the less each will be reviewed on case by case basis with a certain continuity in mind as it relates to the entire subdivision and is up to the sole discretion of the committee. Low level decks shall be skirted to grade.Decks which are on the second story(that are not cantilevered)and high off the ground shall either be sided down to a continuous grade beam and sided with the same siding as the main body of the structure,or they shall be required to have additional mass and size in the vertical support posts and a soffit treatment to the under side of the deck which is approved by the Committee.Treated Douglas Fir,except in certain structural members,is not an appropriate decking material. 12.13 Garages. Garages are not to be the predominate feature on the front elevation,of a dwelling.Architectural creativity in roof design and height as well as the garage being recessed from the remaining front elevation is encouraged. 12.14 Sidewalks. Sidewalks,constructed to City standards,shall be installed at the time dwelling units are constructed.Upon the third anniversary(3 years)of the final plat recordation, any lot owners who have not constructed their sidewalks shall be required to install sidewalks on their lots,regardless of whether a dwelling is constructed on the lot or not.There may be an exception to this requirement for the large multi-family parcels,with specific regard to the Senior Living Campus. To"create ownership of the boulevard"all multi-family parcels are to demonstrate a pattern of connectivity for pedestrian traffic between structures to all arterial and collector streets, specifically Oak St.,27'n Street,Davis Lane,and Baxter. 1r2.15 Fencin . ackyards and side yards may be fenced with wood or materials that look like woos or certain types of vinyl.The front yard toward the public road shall not be fenced.No chain link or wire fences shall be allowed.Fences shall be maintained in good condition at all times.Fences cannot be higher than six feet.If sight distance becomes an issue as sated in Sec. 13.15 of this declaration or any condition as set by the City of Bozeman allowable fence height may be reduced. All fencing designs and layouts need to be approved by the Committee. For all multi-family lots(excepting town-home duplex lots)boundary fences between or around units shall be prohibited,although the owners or builders may erect privacy screening around their,individual patios,which shall encompass the patio;provided,however,that in the event the owners or builders extend the patios beyond the area provided by the developer,neither the patio nor the privacy screening shall be any further than twelve feet(12')out from the building and no further than twelve feet(12')in width.Any privacy fence so erected shall not be 42 • 11111111N1111111diiIllililllllliilNilllli�llal 220�936 Volley Y&MS-44118tln Co IR RISC ?".00 taller than four feet(4').For those owners or builders that own units with a condominium association and are desirous of privacy screening or a change in the size of the privacy screening originally provided,all such screening must be in uniformity to all other units with in the condominium association and must have full approval and review of the condominium association.I All lots adjacent to Oak St.,27w Street,Davis Lane,and Baxter,and are considered double frontage lots,regardless of the housing type shall conform to the requirement as set forth this aragragh. The design and installation shalt be er Exhibit A oLARRendix I. An amendment as it relates to the distance from the building may be requested for any single family or town-home that falls under this requirement.Any change or alteration after preliminary site plan approval to any patio or porch will need the approval from both the Committee as well as the City of Bozeman. 12.16 Building Orientation. The City of Bozeman does not allow individual drive accesses on Oak St.,27t6 Street,Fowler Lane,and Baxter therefore the rear facades of the dwellings will be oriented towards the street.In an attempt to"create ownership of the boulevard,"all fences shall be constructed incompliance with sub section 12.15 and the rear facades of the dwellings will incorporate small porches,patios,or breaks in the roofline in an attempt to give an inviting appearance with characteristics similar to a front elevation. 12.17 Kennels. In general kennels are discouraged.Kennels shall have a maximum size not exceed 150 square feet.Kennels,dog runs or tethered animals must be placed in lots allowable for rear yard fencing only.Kennels cannot be any higher than the height of the rear yard fencing that contains them.In all other areas or lots,kennels,dog runs or tethered animals are not allowed. 12.18 Landscaping. Landscaping will be required to enhance the value of the property and the aesthetics of the site.Landscape,grading and irrigation plans shall be submitted and approved by the Committee concurrently with the building plans and conform to section 18.48 ofthe BMC.As a part of the landscape plan,sod(Not Seed)is required for all lawn areas visible from the street.All areas visible from the street where lawn,shrubs,trees or any vegetation is planted shall be required to have permanent underground irrigation installed.Suggested deciduous trees are Aspen,European Green Birch,Rocky Mountain and Big Tooth Maple,and other recommended by the City of Bozeman Zone Code. Suggested evergreen trees are Colorado Spruce, Lodge Pole Pine, Engle Man and White Spruce,Sub Alpine Fir,and Scotch Pine. 12.19 Storm Water Detention/Retention. Storm water detention or retention facilities shall be required for all subdivisions and site plans in compliance with current City of Bozeman and Montana Department of Environmental Quality regulations. Storm water management plans shall be submitted to and approved by the Committee concurrently with City review of subdivision and site plans.Storm water facilities shall be designed and installed in conformance with the approved Storm water Investigation Report prepared by HKM Engineering, Inc. and approved by the City of Bozeman through the Master West Winds PUD review process.All storm water ponds shall have an 43 1111111111111111111111111111111111111111111111111111111 ? 936 Shelley Vanos-Gallatin Ca MT RISC 727.00 L FENCE I as �-- v a IB'MAX O -- MULTIFAMILT :a ' t DWELLING O I . L— 2*CEDAR TREATED 44 POST — — SET 2'MM.IN CONCRETE BASE 9 bc6 CEDAR $MPSON'FB16 pe FENCE BRACKET —f f FIN.GRADE •i: �': ELEVATI4d •.. '�: B'-0.OL.MAX PLAd Exhibit Z • �i • SIN FINAL PLA T OF WEST WINDS SW SUBDIVISION P.U.D. BEING LOTS 2, 3, & 4 of the AMENDED PLAT of LOT 1 and LOT 2 OF BLOCK 1 AND LOT 1 of BLOCK 4 of WEST WINDS MAJOR SUBDIVISION, PHASE 4 AND LOT 1 of BLOCK 3 AND LOT 1 of BLOCK 4 'OF WEST WINDS MAJOR SUBDIVISION, PHASE 5 LOCATED IN THE NW 114, SECTION 2, T. 2 S., R. 5 E. OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA CERTIFICATE OF DEDICATION _ I.the undersigned property owner,do her CERTIFICATE OF SURVEYOR eby certify that I have caused to be suneyetl,subdivided snot platted into lots,blocks.open space parcels,streets and I,ilah A. Chandler, Professional En and Land Surveyor No. 9518E5, do hereby alleys,and other divisions antl dedications as shown by the plat hereunto included, the following described tract of land,to wit: Engineer you y certify fast between June a omp and August 2018.WEST WINDS SW YIBDIVI Ipr provisions was surveyed under my direct supervision, and I have platted the some 6 shown on the accompanying plat, and as described. in accordance LEGAL DESCRIPTION i provisiom of the Montano Subdivision and Platting Act, Sections 76-3-101 through 76-3-625. M.CA,and the Bozeman Municipal Code. T ( I Lot 2.Lot 3,and Lot 4 of the AMENDED PLAT OF LOT 1 AND LOT 2 OF BLOCK 1 AND LOT 1 OF BLOCK 4 OF WEST WINDS MAJOR SUBDIVISION PHASE 4 AND $� t LOT 1 OF BLOCK 3 AND LOT 1 OF BLOCK 4 OF WEST WINDS MAJOR SUBDIVISION PHASE 5,[Plot J-493A]According to the plot thereof,on file and of record in �¢.OF the office of the Clerk and Recorder,Gallatin,County, Montana,and located in the Northwest 1/4 of Section 2,Township 2 South.Range 5 East of P.M.M.,City a fl I£pI of Bozeman.Gallatin County. Montana. Dated this day of 2018. Mark A.chandler uARK A ' 1 1 Area- 10.982 a Subject to existing easements. r Montana License No. 9518E5CNANOL,=REP No, 951 -_` The above described tract d land is to be known and designated as WEST WINDS SW SUBOMSI he P.U.D.,Gty of Bozeman,Gallatin County,Montana;antl fair y fr �a�O MITET`-1 lands included in all streets.avenues•alleys d parks or public lands shown on said plat me her granted and donated to the City of Bozeman for the fir BENS j i ' public use and enjoyment. Unless specifically listed herein.the lands included in ail streets,avenues,alleys,and parks or public lands dedicated to the pubic f4GfPEER IZN ,f - - E 84xtER tA+eE - _- �--_� __ I we accepted for public use.but the city accepts na responsibility for maintaining the same. The owner ogres at the City has no obligation tom'main Me y P _L_L7J; land s included all streets.avenues,alleys.and parks o public lands hereby dedicated to public use.The lard."'included ,al stree s.avenues.al a� d Ut2'C; or ublic 1—dedicated to the ubl'c for which Me C' accepts responsibility for maintenance include:Breeze Lane and New Holland Drive. _alo�M17p78157Fi�'1 Q.)� tgEg33` ortilwisW CERTIFICATE OF EXCLUSION FROM MOr REVIEW DEPARTMENT ay, oy. _ _ rota n rsubdi�dsiofli � OF ENVIRONMENTAL QUALITY REVIEW + West Winds P i pp'1 The undersigned hereby grants unto each and eve torpor pubic or private.providing or offering to provide telephone,electric its SW Subdivision n growth locotel n Caiatn Loan d pursuant is o Se the C' of Bozeman. Montana. o first-class municipality, and within the la person.firm or right.whether County. �' power,gas. Internet.cable television or other similar utility or service.Me right to Me joint use at an easement for the construction, maintain repair and Planning area at the Bozeman growth poky which was adopted pursuant to Section 76-,-601 et seq., M.CA, and pursuant to 76-4-127 M.C.A. will is N'E5T WYMDS Sw _ 1r removal of their inn and other facilities. in.Over, under and across each area designated on this plot as 'Utility Easement'to have and to holaeforever. Provided with adequate storm water drainage d adequate municipal facilities. Therefore. under the provisions of Section 76-h125(1)(d) M.CA, this SU60N51DN - -�ll ,�L subdivision is excluded from Me requirement fo,Montano Department of Environmental Duality review. _OWNER Dated this day of , 2018. �L Dated this day of. , 2018. ISLANDS. O.,a Montana Limited Liability Company - Director of Public Works,City of Bozeman. Montano -S � V � � By.W.Nark Eason.Member N, OAK� — a- --- _ - SEATS OF MONTANA \ 1 � � COUNTY OF CALLATIN This instrument was signed or acknowedged before me an Mis day of • 2018.' CERTIFICATE OF DIR�CTOR OF PUBLIC WORKS by W. Mark Easton as Member at ISLANDS, LLC.,a Montana Limited Liability Company. 1. Oireetor of Public Works. C' at Bozeman, Montana, do here certify that the accompanying City by a rfy rnmparying Rat has been tluN examined ant have found the sane to conform to Me law, approves it, and here Dy accepts the dedication to the City of Bozeman fa Me pubic use of any and ail F^t W03 shover,on Me plat as being dedicated to such use. Notary Nam for Me State of Montana �mi lllill:;{ Printed Nome: Residing at: I �� My commission expires: Dated this_day of . 2018. ESP , Director of Pubic W City of Bozeman, Montana - L�••� y CERTIFICATE OF COMPLETION OF IMPROVEMENTS ® 1 1. Mark Easton. Member of ISLANDS. LLC.. and 1. Mark A Chandler, a professional engineer licensed to practice Me State of Montana, hereby certify that Me following improvements. required to meet the requirements of this trek or ass condition of approval of the WEST WINDS SW SUBDIVISION. have been installed in rnJHJHStON Rl?AD�TT conformance with the approved plans and specifications•or financially guaranteed and covered by Me improvements reement accompanying[[C'" �mDro" 09 this plat. T.� CERTIFICATE OF COUNTY TR EAS Uh.ER Installed and Street Li tang Breen Sewer.Storm Sewer.Concrete Curb d Gutter.and Asphalt Pwemmt, Public Sidewalks. Pedestrian Ramps,Striping. 5ignage,and Street Lighting on Breeze lane.New HoioM Drive. Boro way,ZephyrWay.and Mistral Way. L Kimberly Buchanan,Treasurer s Galati County.Montano. n hereby certify that the beenaccompanying pat has been tldy examined and that all real property {T-m!:-31 Lt{mt-ill(F❑�i EHg1 FRTH71 EtET{E�7t EEBll FCR7i Tt�Hl7t taxes and special assessments assessed and levied on the land to be subdivided have been paid. Rnanciaiy Guaranteed Improvements: Private Siderdks along Bona Way,Zephyr Way,and New Holland Drive. The subdivider hereby warrants against defects in those improvements tor a period of two yeas from the date of acceptance by Me City of Bozeman. The Dated nth_day at .2018. By. VICINITY MAP (NTS) subdivider grants possession of all public infrastructure Improvements to Me City of Bozeman.and Me City hereby accepts possession of ail pubic Infrastructure Deputy Treasurer of Gallatin County improvements iutaled in conformance with approved plans and specifications,subject to the above indicated warranty. OF PARCELPARCEL AR�CALC'S Date: ` fie' 4 MARK A. a CERTIFICATE OF CLERK AND RECORDER ISLANDS,LLC Mk A ar Chandler By W. Mark Easton.Member Montano License No.9518ES t'� CHANDLER1,Charlotte Mills, Clerk and Recorder of Gallatin County. Montana. do hereby certify that M win tied foregoing instrument w tied in my office at o'clock—M. Block OS R-3 ROW Total :A N0. 9518E5 this_ day of AD.. 201� and recorded in Book of Plats,on Page retorts of Me Clerk and Recorder.Gallatin Date: y rICEN5ta O Chanty. MCu, N/A 128,845.00 128,845.OD Directs of Pubic works, Np�� \ 1 5,187.00 56,016.00 61,203.00 City of Bozeman.Montana By:Deputy a ec er an 2 22,509.00 22,50900 3 34,537.00 34,537DO CERTIFICATE OF TRANSFER OF OWNERSHIP tic - 4 43,159.00 43,159.00 COMPLETION OF NON PUBLIC IMPROVEMENTS The following are hereby granted and donated to the property owners association noted below for their use and enjoyment: Open Space 1. Unless specifically 5 93,992.00 1 93,992.00 fisted in the Certificate of Dedication. Me city accepts no responsibility for malmabring Me same. 1. Mark Easton, hereby further certify that the following non-public improvements, required to meet the requirements at Chapter 38 at the Bozeman Municipal Code. or as a condition(s) of approval of the subdivision 6 94,146.00 94,146D0 plotted herewith, have been installed incontormance with any approved plans and specifications prepared in accordance with the standards of Chapter 38 or other City design standards, or have been financially guaranteed and are covered by the subdivision improvements agreement accompanying and recorded with Total S,187D0 344,359.00 128.845.00 478,391.00 this plat. Installed Improvements:Nine Financially Guaranteed Improvements: Open Space Landscaping.Pork Improvements and Playground The subdivider hereby grants ownership of all non-pubic infrastructure improvements to the West Winds Major Homeowner's Association.Inc. 18 49 8 OWNER: ISLANDS, LLC..a Montana Limited Liability Company Dated this day of ,2018. By.W.Mork Easton. Member C W STATE OF MOMANA COUNTY OF GALIATN This instrument was signed or acknowledged before me an this day of 2018. by W. Mark Easton as Member of ISLANDS. LLC..a Montana Limited Usbility Company. Notary Public for the State of Montana OCT 25 2018 Printed Name: Residing at: My commission expires: DEPARTMENT OF COMMUNITY DEVELOPMENT Cl Engire—ifi,tend S r.-v v k-. ,aan a-4.aw-mow.-Spina rUawlamisnn„--F�I4m15e78Me Sheet 2 of 3 ..waw,o...mull•.wewP�+mn /1130229 FINAL PLAT OF WEST WINDS SW SUBDIVISION P.U.D. BEING LOTS 2, 3, & 4 of the AMENDED PLAT of LOT 1 and LOT 2 OF BLOCK 1 AND LOT 1 of BLOCK 4 of WEST WINDS MAJOR SUBDIVISION, PHASE 4 AND LOT 1 of BLOCK 3 AND LOT 1 of BLOCK 4 OF WEST WINDS MAJOR SUBDIVISION, PHASE 5 LOCATED IN THE NW 114, SECTION 2, T. 2 S., R. 5 E. OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA CONDITIONS OF APPROVAL FOR WEST WINOS SW SUBDIVISION P.U.D.. LOCATEO IN THE NW 1/4 OF SEC. 2. T. 2 S.. R. 5 E. OF P.M.M., CITY OF SOZEM.4N. GALLATIN COUNTY, MONTANA NOTICE OF AFFORDABLE HOUSING REOUIREMENTS Pursuant to ARM 24.183.1107(4): Notice is Hereby Given to all potential purchasers of Lot 8 and Lot 9, Black S. and Lot 8.Lot 9.Lot 10.and Lot It.Block 6, f the plat of the West winds (a)Any text and/or graphic representations of requirements by the governing body far final plot approval including,but not limited to,setbacks from treams SW Subdivisim P.U.D.,City of Bozeman,Gallatin County,Montana,that the find plat of the subdivision was approved by the City Commission with requirements r riparian areas,floodplaln boundaries,no—buld areas.building mwlope%or the use of particular parcels,are shown on the Conditions of Approval sheet; of an affordable housing plan required under Article 38.380 of the Bozeman Municipal Code. (D)The Landowner hereby certifies that the text and/or graphics shown an the Conditions of Approval sheet represents requirements by the governing body for Mal plat approval and that as conditions of subdivision application hove been satisfied; and As such,this Restriction is fled with the foal plot that stipulates that my use of these lots is subject to the requirements of the fulfillment of the approved (c)The information shown is current as of the date of the certification required in(4)(b),and that changes to my land—use restrictions or encumbrances Affordable Housing Plan as required under the Bozeman Municipal Code. The affordable Housing Plan is an record with the Community Development Department may be made by amendments to cover,onts, zoning regulations,easements,or other documents as allowed by low or by local regulations, and is available for review. Therefore,be advised,that permits will be Issued for Lot 8 and lot 9.Block 5,and Lot 8,Lot 9.Lot 10.and Lot 11.Block 6.of the plat of the West Winds Pursuant to A.R.M. 24.183.1107 UNIFORM STANDARDS FOR FINAL SUBDIVISION PUTS: Section (2)(e)(-61)(A): 'Federal, state and local plans. policies. SW Subdivision. P.U.D.. City of Bozeman. Gallatin County, Montana in compliance with the Affordable Housing Plan submitted and accepted by the City of regulations,and/or con is conditions of subeiv 'on approval that may limit the u of the property,including the location,size,and u e shown on the Conditions Bozeman.This restriction runs with the land and Is rewcable only by written consent of the the City of Bozeman. of Approval sheet or as stated (B): Buyers of the property should ensure that they haw obtained and reviewed all sheets of the plat and all documents recorded and filed in conjunction with the plat and that buyers of the property are strongly encouraged to contact local planning department and become Informed of any limitations on the use of the property prim to closing.' OWNER: ISLANDS.LLC.,a Montana Limited Liability Company Dated this day of , 2018. West Winds Parkland Dedication Original Allocation Proposed Appropriation By.W. Mork Easton, Member Lots Park Dedicated(air) Lots(1 d.u./lot) Required Dedication(ac.) STATE OF MOMANA COUNTY OF GALLATIN Lot 1 Block 1 Phase 4 W W 0.54 17 05100 This instrument was signed or acknowledged before me on this day of 2018, Lot 2 Block 1 Phase 4 W W 0.54 is OAS DO by W. Mark Easton as Member of ISLANDS.LLC.,a Montano Limited Liability Company. Lot 1 Block 1 Phase S W W 0.48 40 L2000 Notary Public for the state at MontanaTotal 156 72 2.36 Printed Name: Res iding Required Parkland Dedication(ac.): 0.60 My con espirn: (sf): 26136 GENERAL NOTES �� Ao ilded Improvements-In-Lieu:Required Improvements4nlieu($15/sf): $39,204.00 1. All common open space parcels shown are also public access easements. 2. Utility easements are 10' wide along street Ines, or as shown. 3. The proposed development lies in a known high groundwater area.To inirtirim the chances far high groundwater to enter the cruet space. the depth of the pawl space should be limited to about 3.0 feet below existing grade. As an added precaution the floor of the crawl space should be infiled with dean crushed rack up to the top of the footings to further raise the bottom of the crawl space to shallower depths. See the geotechnical report for 2016 groundwater monitoring data and some additional moisture protection recommendations far crawl spaces. 4. Due to the potential of high ground water tables in the areas of the subdivision, it is not recommended that residential dwellings or other structures with full or partial basements be constructed without first consulting a professional engineff licensed in the State of Montana and qualified in the certification of residential and commercial construction. 5. According to the current City of Bozeman policy,no rrewt spaces er basements may be castructed such that sump pumps are required to pump GGG///yyy������ O water from these spaces. Sump pumps are not allowed to be connected to the sanitary sewer system. Sump pumps ore also not allowed to be `LyJJ/i connected to the drainage system. Water from sump pumps shall not be discharged onto streets, such as Into the curb and gutters where they (((`���f (VVVT may create a safety hazard for pedestrians and vehicles. 80 6. Building finished floor grades must be of a higher finished grade calculated by a minimum of 2% slope above the adjacent curb and gutter to allow drainage and avoid placement of spot materials onto adjacent lots as homes are constructed. Lots may not be constructed at eignificantly higher grades than the adjacent lots, which subsequently creates a drainage issue from one lot to another. 7. Ownership of all common open space oreas and trails, and responsibility of maintenance thereof and for city assessments levied an the common open space lands shall be that of the property owner's association. Maintenance responsibility shall include, in addition to the common open space WEBi and trails. all vegetative ground cover, boulevard trees and irrigation systems to the public right—of—way boulevard strips along all llexternal sD ECE perimeter development streets, i.e. Davis Lane and Oak Street, and as adacent to public parks or other common open space areas. All areas within the subdivision that are designated herein as common open space including trails we for the use and enjoyment by residents of the development and the general public. The property owner's association shall be responsible for levying annual assessments to provide for the maintenance, repair, and upkeep of all common open space areas and trails. B. City standard sidewalks (including a concrete sidewalk section through all private drive approaches) shall be constructed on dl public and private OCT 25 2018 street frontages prior to occupancy of any structure on individual lots. Upon the third anniversary of the plat recordation of any phase of the subdivision, any lot owner who has not constructed the required sidewalk shall, without further notice. construct within 30 days, the sidewalk for their lot(s), regardless of whether other improvements have been mode upon the lot. 9. The approved plans and specifications far the streets, water, sewer, and storm sewer for West Winds SW Subdivision P.U.D. are available for review DEPARTMENT OF at the Engineering Division of the City of Bozeman. COMMUNITY DEVELOPMENT �lfJ Er,Oinearirg eymd Surveying Ina. ,men aov.b.awe-eomw.Mr ss>ne Sheet 3 of 3 a60229 • Exhibit 3 J � �� � ,� I .. �: �� i� ;. 1 / ME I pill. OWE a ------ SNOW STORAGETOTAL OP OSED PROPOSED ENVELOPEBUILDING WEST WINDS SW • SUBDIVISION DEVELOPMENT SNOW STORAGE . ••. . , , : • Exhibit 4 � •_ r } . I` I I • • trever@haystackdevelopment.com From: Katherine Maines <KMaines@BOZEMAN.NET> Sent: Monday, December 18, 2017 2:06 PM To: 'trever@haystackdevelopment.com' Subject: RE: Far West Sewer Payback District Trever—Nothing is owing towards the Far West Sewer Payback.According to Bob Murray,the original developer of West Winds paid the city to reserve sewer capacity for the subdivision. From:trever@haystackdevelopment.com [mailto:trever@haystackdevelopment.com] Sent: Friday, December 15, 20171:39 PM To: Katherine Maines<KMaines@BOZEMAN.NET> Subject: RE: Far West Sewer Payback District Hi Katherine, I actually just realized that they do have addresses!They are: 3270 Breeze Lane 1553 Windward Avenue 1345 Windward Avenue Sorry,hopefully that helps. Thanks! Trever HAYSTACK TREVER MCSPADDEN DEVELOFMENT 40&570.3830 This communication is the property of Haystack Development 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. From: Katherine Maines [mailto:KMaines@BOZEMAN.NETI Sent: Friday, December 15,2017 7:49 AM To:'trever@haystackdevelopment.com'<trever@haystackdevelopment.com> Subject: RE: Far West Sewer Payback District Trever—Can you give me an address or another way of determining where the property is located. From:trever@haystackdevelopment.com [mailto:trever@haystackdevelopment.com] Sent:Thursday, December 14,2017 11:20 AM To: Katherine Maines<KMaines@BOZEMAN.NET> Subject: Far West Sewer Payback District 1 Good Morning Katherine, I'm in the process of piecing together a subdivision application for a project in the West Winds PUD. One of the Pre- Application comments included as part of that review was: 8. The project is located in the Far West Sewer Payback District. The applicant must contact the City Engineering Department(Katherine Maines) to review the required payment. The applicant must pay the required assessment prior to final plat approval. This particular subdivision will be located in portions of West Winds Major Subdivision Phase 4 and West Winds Major Subdivision Phase 5.We'll be submitting a preliminary plat application,so we'll have some time before we get to the final plat approval stage,but I wanted to get your feedback at this point to include in this application. 1'd be happy to provide any reference materials that you may find useful and any information that you can provide would be greatly appreciated! Thanks, Trever TREVER MCSPADDEN 104 E. MAIN ST. SUITE 206 PO BOX 1793 HAYSTACK_ _ BOZEMAN, MT 19771 DIEVELOPMEIVT 406.570.3830 This communication is the property of Haystack Development and may contain confidential or privileged information.Unauthorized use of this L �a IDf 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. City of Bozeman emails are subject to the Right to Know provisions of Montana's Constitution (Art. II, Sect. 9) and may be considered a"public record"pursuant to Title 2, Chpt. 6,Montana Code Annotated. As such, this email, its sender and receiver, and the contents may be available for public disclosure and will be retained pursuant to the City's record retention policies. Emails that contain confidential information such as information related to individual privacy may be protected from disclosure under law. City of Bozeman emails are subject to the Right to Know provisions of Montana's Constitution(Art. II,Sect.9)and may be considered a "public record" pursuant to Title 2,Chpt. 6, Montana Code Annotated.As such,this email, its sender and receiver, and the contents may be available for public disclosure and will be retained pursuant to the City's record retention policies. Emails that contain confidential information such as information related to individual privacy may be protected from disclosure under law. 2 • Exhibit 5 k �' � a � � �, l DRAFT WAIVER OF RIGHT TO PROTEST CREATION OF SPECIAL IMPROVEMENT DISTRICTS FOR:ISLANDS,LLC. I,the undersigned Owner of the real property situated in the County of Gallatin, State of Montana,and more particularly described as follows: Lots 2,3,and 4 of the AMENDED PLAT OF LOT I AND LOT 2 OF BLOCK 1 AND LOT 1 OF BLOCK 4 OF WEST WINDS MAJOR SUBDIVISION PHASE 4 AND LOT I OF BLOCK 3 AND LOT 1 OF BLOCK 4 OF WEST WINDS MAJOR SUBDIVISION PHASE 5,[Plat J-493A],located in the Northwest one-quarter of Section 2,T.2 S.,R.5 E.of P.M.M.,City of Bozeman,Gallatin County,Montana. IN CONSIDERATION of receiving final plan approval from the City of Bozeman for the West Winds SW Subdivision P.U.D., along with accompanying rights and privileges and for other valuable consideration,the receipt of which is hereby acknowledged,and in recognition of the impacts to City transportation and infrastructure systems that will be generated by the development of the above-described property, do hereby for ourselves, our heirs, personal representatives, successors and assigns, waive the right to protest the creation of one or more special improvement districts(SID's)for the following: a. Street improvements to Davis Lane including paving, curb/gutter, sidewalk, and storm drainage(unless currently filed with the property). b. Street improvements to Oak Street including paving,curb/gutter,sidewalk,and storm drainage(unless currently filed with the property). c. Intersection Improvements to Davis Lane and Oak Street. d. Intersection Improvements to Baxter Lane and Davis Lane. e. Intersection Improvements to N.27te Avenue and Oak Street. f. Intersection Improvements to Oak Street and Ferguson Avenue. Or to make any written protest against the proposed work or against the extent or creation of the districts(SID's)to be assessed in response to a duly passed resolution of intention to create one • 9 or more special improvement districts which would include the above-described property. In the event an SID is not utilized for the completion of these improvements, the developer agrees to participate in an alternate financing method for the completion of said improvements on a fair share,proportionate basis as determined by square footage of property, taxable valuation of the property, traffic contribution from the development or a combination thereof. This waiver shall be a covenant running with the land and shall not expire with the dissolution of the Property Owners Association,provided however this waiver shall apply to the lands herein described. The terms,covenants and provisions of this waiver shall extend to,and be binding upon the successors-in-interest and assigns of the Landowner. DATED this day of ,201_ PROPERTY OWNER: ISLANDS,LLC.,a Montana limited liability company By:W.Mark Easton,Member STATE OF MONTANA COUNTY OF GALLATIN This instrument was signed or acknowledged before me this day of , 2018,by W.Mark Easton as Member of ISLANDS,LLC,a Montana limited liability company. Notary Public for the State of Montana Printed Name: Residing at: My Commission Expires: / /20 GACRH\18\I80229\P1at-Final\Working Files\Waiver MIDS.Doc Exhibit 6 • r a ,� I �. a, • 0 MAN MT Engineering Division June 12, 2018 Andrew Graham,P.E. Allied Engineering Services, Inc. , 32 Discovery Drive Bozeman, MT 59718 D ECEYEB 1B Re: West Wind Southwest Subdivision Phase II Infrastructure &-- 2018 PARTMENT OF Dear Andrew: COMMUNITY DEVELOPMENT The above reference plans and specifications,prepared by Allied Engineering Services for the above- referenced project,having been submitted in accordance with the City's Standard Process,are hereby accepted for construction by the City Engineer. All work performed must frilly comply with the City's Design Standards and Specifications Policy. Approval of the plans and specifications is hereby given. This acceptance pertains only to the above-referenced infrastructure improvements. Other facilities or improvements shown or referenced on the plans, which may be subject to review and approval requirements of other City,County,State,or Federal agencies have not been reviewed or accepted. Any change in these plans and specifications,other than those listed above,shall be submitted to the City Engineer's office for review and acceptance prior to construction. A Prcconstruction Conference shall be conducted by the project engineer with attendance by the Owner's Contractor, the Engineer's Inspector, and the City of Bozeman prior to initiation of construction. Attached is a Preeonstruetion Meeting Criteria Checklist identifying items which must be addressed or completed prior to scheduling the Preconstruction Conference(note:all permits listed may not be applicable). Shop Drawings reviewed and approved by the Project Engineer shall be submitted to this office at least two working days prior to the preconstruction conference. Please contact this office regarding scheduling a date for the preconstruction conference. Prior to initiation of construction,copies of the Contractor's Performance and Payment Bonds, each in an amount equal to 100%of the contract amount, in favor of the Owner, shall be filed with the Owner and the City of Bozeman. Prior to final acceptance by the City of the Installed infrastructure,the Project Engineer shall submit a completed, signed and stamped Certified Checklist For Testing & Documentation Requirements For Infrastructure Improvements. Also attached is a copy of the City's Certificate of Completion and Acceptance. This certification shall be accompanied by 1) an accurate and P.O. Box 1230 TDD: 406-582-2301 THE MOST LIVABLE PLACE. MT Engineering Division complete set of Mylar Record Drawings signed by the Project Engineer, 2) a complete copy of the inspectors daily diary, and 3) a digital format copy of the record drawings. This acceptance is given with the understanding that construction will be initiated within one year of this date. If more than one year elapses before the beginning of construction,it shall be necessary to resubmit the plans and speci lications for re-acceptance before initiating any subsequent construction. One set of the plans and specifications bearing the City's endorsement are enclosed. I.fyou have any questions please contact this office. Sincerely, Griffin Nielsen, E.T. Shawn A. ohtz, P.E Engineer I Development Review Engineer cc: John Alston, Water and Sewer Superintendent John Vandelinder, Streets Superintendent Montana Department of Environmental Quality, Public Water and Subdivisions Bureau Project File ERF Encl: Preconstruction Meeting Criteria Checklist Certificate of Completion and Acceptance • • Box 1230 Q • . • © 0 � •. :� Q �. �. Bozeman, • TDD: 406-582-2301 THE MOST LIVABLE PLACE. Exhibit 7 • '� i f. f i i r { i 00 1 R6-2R (24" X 30") ROAD NAME Breeze Lane STA:11+56.25 R6-1R (36" X 12") OFF:20.231 DAVIS LANE(EXISTING) D3-1 9" Breeze Lone - - - - - - - - - - - _ STA:11+03.30 + - Q OFF:7.75'L I 1 ONE -- oo NO PARKING WES SIDE OF ALLEY A WAY ~ o Lp R7-ID (12" X 18") II ++ �--) Alley A 00}ZL STA:F:17.992� D3-1 (2) (9") R7-1D (12' X 18") R6-1R 36" X 12" R6-2R 24" % 30'• z OFF:17.92'L Alley A Alley9A I y STA:16.39'R 4 STA:F:1 0.44N 1 OFF:16.39'R OFF:19.98'L __OM4-2 (3) (18" X 18") I o R7-1D (12" X 18")--� STOP o Alley o o ALLEY A o-�---+-- I i STA:11+76.70 0 0 0 _ OFF:2.55'L � O o o I s R7-1oR - Alley A STA:12+83.85 00 t£l I RI-1 30" X 30" R7-ID (12" X 18") OFF:18.50'R Alley A Alley C - X 18") I R7-laL (12STA:16+72.11 STA:10+22'22 I R7-loL (12" X 18") OFF:19.20'R I ' OFF:20.00'R Alley D HERETO HERETO STA:10+49.13 } P,1(•I(; P,AM OFF:18.50'L Rt-1 (30" X 30") I I b � NO PARKING SOUTH SIDE OF ALLEY C STA:17+102Y00 OFF:15.50'R I I R7-1aR 12" X 18" R7-I.L 12" X 18" Alley BC Ale t D (12" X 18") 00 t1l STA:12+02.95 STA::12+15.89 I I OFF:20.25'R OFF:18.50'L R7-1 (30" X 30") I 133-1 (2) (9") ' No NO fNO , R7-7D (12" X 18-) Breeze LonePmx PAIN New Holland Drive I STA:15+05.86 STA:11+65.79 OFF:20.50'R R7-lol 1 )b TW OFF:20.50'L (2" % 18" 12 R7-laR - X 18" + RI-1 (30" X 30") New Holland Drive ( ) I , .. R7-1R 12" X 18" R7-1D 12" X 18" R7-ll 12" % 18" D3-1 (2) (9-) 1 STA:12+86.30 New Holland Drive OFF:20.501 STA:16+88.52 ., I New Holland Drive STA:11+35.79 OFF:20.53'L OFF:20.501 OO+SI I - _ 1 • • • • • • o g $ NEW HOLLAND DRIVE}-o- -1 - _- ---+- _ rJ • • • • • • • • • I o 00 00 o T-� _I- • • • • • • • • • R7-1D (12" X 18") R7-IoR (12" X 18") o 0 New Holland Drive New Holland Drive R7-loL (12" X 78") I STA:11+46.94 R7-1D (12" X 18") I STA:12+66.50 New Holland Drive ` OFF:20.50'R ALLEY C� OFF:20.50'R STA:16+88.46 I OM4-2 18" X t8" (z3) I 00+91' �R1-1 (30" X 30-) STA:13+23.70 OFF:20.48'R (DEAD END BARRICADE OFF:20.00'R I Cd STA:15+77.14 Breeze Lane PER COB STD. DWG 09810-2) R7-toL (12" X 18") OFF:20.50'L Alley C STA:13+43.31 I OFF:18.811 Z IMPROVEMENT BOUNDARY NO PARKING SOUTH SIDE OF ALLEY C 1 I R7-1oR (12" X 18") OOtLI > NOTES: Alley C I .I x I STA:15+13.77 R7-taR (12" X 18") I U2 SIGN INSTALLATIONS SHALL ADHERE TO CITY OF BOZEMAN. AND MUTCD oo 0":18.50'L Alley B STANDARDS. o STA:14+46.05 1 o R7-lol(12" X 16") 114 OFF:18.46'L � f?1 SIGN LOCATIONS SHALL BE PER COB STD. DWG.'S 09810-1; 09810-2; AND + Alley B 09810-4. - STA:10+38.77 I y OFF:18.501 ALL CURBS WITHIN 20 FEET OF PEDESTRIAN RAMPS, WITHIN 30 FEET OF STOP 1 Pp I SIGNS, AND BETWEEN NO PARKING" SIGNS SHALL BE MARKED WITH YELLOW D3-1 (2) (9-) CURB MARKING PAINT TO INDICATE NO PARKING. Alley B "-_' _ = ,ice �, rOO f y NO PARKING IS ALLOWED ON SOUTH SIDE Of ALLEY C. EAST SIDE OF ALLEY B. STA:10+33.44 -~ o-AI-LEY B --�---�--+--_I _ __ `OFF:16.27'R o oo -� -I_- - I - -_-- -1" --mZAND WEST SIDE OF ALLEY A. THESE NO PARKING AREAS ARE TO BE PAINTED --YELLOW. R7-iD (12" X 18-)Alley B R7-1D (12" X 18-) BLUE STREET SIGNS MUST BE PROVIDED FOR ALLEY A, 8 AND C. ALL ALLEYS STA:10+40.27 AlleyARE PRIVATE STREETS. R7-1D (12" X 18")� OFF:20.00'R STA:14+27.29Alley C OFF:20.38'R UTILIZE STANDARD CITY OF 13OZEMAN STREET SIGNS FOR ALL OTHER STREET STA:15+90.26 R7-loL (12" X 18")SIGNS ON PROJECT. OFF:19.98'R Alley C NO PARKING EAST SIDE OF ALLEY 8 STA:15+93.09 R1-1 (30" X 30")PRIVATE STREET NAMES SUBJECT TO CIS APPROVAL. SEE SHEET CO.6 FOR OFF:I8.50'L Alley BJ PRIVATESTREET NAMES. STA:14+57.20OFF:15.50'R J ;: r I R7-1aR (12" X18") L I WINDWARD- - - - - - - - - - _ + _ _ � "s Alley C AVE ` I STA:16+45.77 - OFF:18.501 l6'00 END: +00.91 NO. REVISIONS DRAWN BY DATE 0 50 100 150 WEST WINDS SW - PHASE II PROJECT a: 1/208 SHEET 32 DISCOVERY DR r 1 s DATE: 06/01/2018 -E.�n 7� ]]���('� / n7� J� BOZEMAN.MT 59718 Civil Engineering C2.15 SCALE (FEET) ®1"�1L/ SIGNI�GE PI.,AN PHONE(406)582.0221 Geotechnical Engineering SIGNAGE PLAN _'O FAX(406)582sno ALLIED PROJECT ENGINEER:ASG DRAWN BY: RSR. ASG, AJF www,Aledengpleeft.00m Land Surveying I°JYC.fltFIItllYfi BOZEMAN,MONTANA WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF °j...,,p.o1``�� ROAD SIGNAGE PLAIT Exhibit 8 HAYSTACK Memo DEVELOPMENT j 0 � `-- �� � � 104 E. MAIN ST. SUITE 206 Chris Saunders, AICP To: City of Bozeman Community Development PO BOX 1793 BOZEMAN, MT 59771 From: Trever McSpadden 406.570.3830 cc: Islands, LLC PO Box 12037 Bozeman, MT 59719IMEYE R Date: February 12, 2018 OCT 25 2010 Re: West Winds SW Preliminary Plat Application 17583 DEPARTMENT OF COMMUNITY DEVELOPMENT Chris, Please except this memorandum, and the supplemental information enclosed, as an addendum to the above referenced Preliminary Plat Application submitted on December 20, 2017. These materials are intended to satisfy the requirements of the Revision and Correction Submittal process. The revisions and corrections to this application consist of the Required Code Corrections outlined in a memorandum from the Development Review Committee dated January 10, 2018. Each item is listed below with a detailed response and any corresponding references provided in bold. REQUIRED CODE CORRECTIONS Planning Division 1. Section 38.40 requires that all the owners of a condominium development are included in the mailing lists for projects that require notice to any part of the development. Please verify the mailing list is complete. The mailing list has been updated to include all condominium owners within the required notification area. An updated version of the list is provided as Exhibit A of this addendum along with the necessary envelopes and mailing labels. 2. Section 38.43.050 only requires either 10% of lower priced or 30% moderate priced for affordable housing compliance and application supplement shows both. Which is proposed and for what lots? property entitlement I land use planning I development services The Affordable Housing Tracking Table (Table 3) provided in the application narrative has been updated to clarify the proposal. The applicant is proposing 23 (30%) moderately priced units. These units will be located throughout the site with exact lots to be identified as part of the site development stage in an effort to avoid a clustering of any single housing product type. An updated version of the application narrative is provided as Exhibit B of this application addendum. 3. Existing building on Block 3, Lot 10 to be removed or relocated to meet setbacks prior to final plat. The existing building will be removed prior to submittal of a final plat application. 4. No utility easements for power etc. are shown on the interior lots. The note is acceptable, but the locations need to be depicted on the plat. The plat has been updated to include a graphic representation of the above referenced notation. A copy of the updated plat is provided as Exhibit C of this application addendum. 5. Given the proposed configuration of single and multiple dwelling lots a total of 83 units need to be used for calculation of water rights and park land compliance. As noted in Appendix D of the West Winds SW Subdivision Preliminary Plat Application, the total Cash-in-Lieu of Water Rights (CILWR) "credits" for the subject lots are 28 AF and a corresponding "credit' allowance for 119 single- family lots. The information provided in Appendix D is included in Exhibit D of this addendum for reference. As indicated in the correspondence included, townhouse lots are considered single-family lots for calculation purposes. As a result, 82 units would not require additional CILWR. Regarding the parkland dedication adjustments to account for 82 units, this increase is reflected in the parkland tables (Table 1 & Table 2) provided in the updated application narrative provided as Exhibit B. 6. A communication line along Oak Street appears to be located outside of the provided easement. Additional easement or relocation of the line is needed. City preference is to locate all facilities within the easement. The applicant is working with CenturyLink on a resolution which will include either the relocation the telephone utilities or additional easement area. Engineering Division 1. Section 38.23.090.B.2.: to accommodate the relaxation proposed by the applicant, the applicant must demonstrate two items: a. Snow storage is insufficient for all alleys as proposed in the design. The applicant must provide areas on the subject property for snow storage per MBC Section 38.25.020.M. The applicant must demonstrate sufficient snow storage areas on the subject property prior to preliminary plat approval. Approximately 3,140 square-feet or roughly 150% of area has been added to Open Space 1 in an effort to provide for increased snow storage. This area is illustrated on the updated Snow Storage exhibit provided as Exhibit E of this application addendum. b. The applicant must provide blue street signs for each of the alleys prior to final plat approval, similar to private street signs, and name the alleys to provide signage for emergency services. Appropriate signage will be provided prior to final plat. All other proposed signage is illustrated on the updated Road Signage Plan on Sheet C2.15 provided as part of the updated engineering plans included as Exhibit F of this application addendum. 2. Section 38.24.100.A: The applicant's landscaping plans indicate tree plantings in the crosswalk and in the vision triangle at the intersection of Oak Street and Davis Lane. The applicant must remove plantings from the vision triangle and demonstrate the adjusted plan prior to preliminary plat approval. The subject trees have been removed as required. This is illustrated on the updated Park Plan included as Exhibit G of this application addendum. 3. Section 38.24.010.A: a. The applicant must adjust the lot configuration to indicate right-of-way dedication for the intersection of Davis Lane and Oak Street. Although an easement currently exists to accommodate the intersection, the proposed lot configuration is confusing to potential �a • • purchasers of the lots near the intersection. The applicant must dedicate the right-of- way for Davis Lane, Oak Street, and the intersection of Davis and Oak and show the corrected lot dimensions prior to preliminary plat approval. The right-of-way dedication detailed above is reflected on the updated Preliminary Plat. A copy of the updated Preliminary Plat is provided as Exhibit C of this application addendum. b. The applicant must use City standard alley approaches for access from public streets to the alleys per City Standard Drawing 02529-7A except where the alley approaches have already been constructed on Breeze Lane. The applicant must demonstrate the correct approaches prior to approval of infrastructure plans and specifications. Alley approaches are detailed on Page 3 (Section 3, Code Corrections, Item 3) the memorandum provided by Allied Engineering included as Exhibit H of this application addendum. c. The applicant must demonstrate that the curb bulbs in the alleys can accommodate the turn radius of the City fire trucks and the City garbage trucks prior to preliminary plat approval. The applicant must obtain approval for the turn radii from the City Fire Department and the City Solid Waste Division (Kevin Handlin) prior to preliminary plat approval. The proposed neckdown curb bulbs will accommodate the turn radius of a WB-50 vehicle according to AASHTO standards (174eet). These neckdowns are intended to provide traffic calming as noted in the Greater Bozeman Area Transportation Plan (2007 Update). An exhibit illustrating the typical turn radii for the curb bulbs is provided as Exhibit I of this application addendum. The applicant will remove the neckdown curb bulbs prior to preliminary plat approval and final engineering plans are prepared if necessary. 4. Section 38.24.060.B.4: The intersection of Baxter Lane and Davis Lane is operation at a LOS "F". Either the intersection must be upgraded prior to final plat approval or the applicant must demonstrate all conditions of the waiver described in BMC Section 38.24.060.B.4.b. The applicant must submit a request for the waiver to the City Public Works Director and receive approval of these waiver prior to final plat approval. 1'--1a 0 0 The applicant acknowledges the current failure of the intersection of Baxter Lane and Davis Lane. The intersection will be upgraded, or the waiver detailed above will be submitted prior to final plat approval. 5. Section 38.25.020.M: The dead-end alley configuration at the end of Alley "A"will not be accepted as proposed. The proposed configuration will result in snow plowed directly onto the shared use path at the intersection of Oak Street and Davis Lane. Additionally, BMC Section 38.23070 states requirements for water main construction. The proposed dead-end alley unnecessarily creates a dead-end water main at the end of the alley. The applicant must adjust the dead-end alley to eliminate the snow storage issue and eliminate the dead-end water main. The dead-end alley configuration of Alley "A" has been redesigned to account for all of the elements of concern detailed above. This updated design is illustrated on several of the updated exhibits throughout this application addendum, most notably the updated engineering plans provided as Exhibit F. 6. Section 38.24.010.A.12: The applicant must adjust the Road Signage Plan on Sheet C2.15 to meet the requirements. The applicant must adjust the signage plan per the attached City markups to the plan prior to approval of infrastructure plans. The applicant must also indicate no parking signs and painted curbs where no parking will be allowed. The Road Signage Plan is detailed on Page 4 (Section 3, Code Corrections, Item 6) of the memorandum provided by Allied Engineering included as Exhibit H of this application addendum. Sheet C2.15 has been updated per the details provided and the requested edits. A copy of Sheet C2.15 is provided as part of the updated engineering plans provided in Exhibit F of this application addendum. 7. Section 38.24.080: The applicant must locate the sidewalks proposed in the alleys 1-foot off the property line. The applicant must indicate the corrected sidewalk locations on all drawings prior to final plat approval. The 1-foot separation has been included as part of this update. This updated design is illustrated on several of the updated exhibits throughout this application addendum, most notably the updated engineering plans provided as Exhibit F. rr�:s • • 8. Section 38.23.070.A.1: a. Where existing water main and sanitary sewer main stubs will not be used, abandon the stubs per City Water and Sewer Division requirements. The applicant must demonstrate proper abandonment prior to approval of infrastructure plans and specifications. The abandonment of existing water and sanitary sewer main stubs are detailed in Section 3, Code Corrections, Item 8 (Page 5) of the memorandum provided by Allied Engineering included as Exhibit H of this application addendum. b. The profile view of the water main on Sheet C4.3 indicates "C900" pipe. The applicant must replace this note with ductile iron CL 51 water main pipe to meet City standards and to be consistent with other notes on the drawings that are correct. The above referenced note has been updated on Sheet C4.3. Sheet C4.3 and is included with the updated engineering plans provided as Exhibit F and detailed in Section 3, Code Corrections, Item 8 (Page 5) of the memorandum provided by Allied Engineering included as Exhibit H of this application addendum. c. Drawing C4.4 indicates a high point in the water main in Alley"C". The applicant must adjust the design to allow air to release rom the system. The above referenced adjustment to Sheet C4.4 has been made. Sheet C4.4 is included with the updated engineering plans provided as Exhibit F and detailed in Section 3, Code Corrections, Item 8 (Page 5) of the memorandum provided by Allied Engineering included as Exhibit H of this application addendum. d. The pipe insulation Detail 1/C5.4 describes use of insulation as "alternate." Insulation will only be allowed where it is not feasible to meet the cover requirements (6.5-feet cover for water mains and 5-feet cover for sanitary sewer mains). Updates to Detail VC5.4 are detailed in Section 3, Code Corrections, Item 8 (Page 5) of the memorandum provided by Allied Engineering included as Exhibit H of this application addendum. 9. Section 38.23.060.A: The applicant's drawings indicate telephone utilities located outside the utility easement along Oak Street. Either the telephone utilities must be �a relocated inside the easement, or the applicant must provide additional utility easement width along Oak Street to include the telephone utility in the easement. The applicant is working with CenturyLink on a resolution which will include either the relocation the telephone utilities or additional easement area. 10. Section 38.23.030.A: The applicant must provide an analysis of the subdivision storm water detention volume. A flow rate analysis was provided, but the applicant must also review the original subdivision detention volume analysis and demonstrate sufficient volume exists in the existing detention system to accommodate the proposed project. Updated analysis is provided in the Storm Drainage Design Report for Phase 2 provided as part of the memorandum provided by Allied Engineering included as Exhibit H of this application addendum and is summarized in Section 3, Code Corrections, Item 10 (Page 5) of that document. GENERAL COMMENTS Forestry Division 1. Landscape Plan —Site Plan does not detail boulevard tree species. A heavy reliance on one variety is discouraged. Please contact Forestry Division to discuss how a variety of species will be provided. An updated version of the Site Plan referenced above, is included with the revisions to the PUD Preliminary Plan Application and has been modified to include a legend detailing individual tree species. In addition, a greater variety of tree species has been proposed. M 4 ' O I ° ° O STANDARD CURB&GUTTER ° 35.0' a . 31.0' 5'SIDEWALK ° °.: ° 'a. a CURB ONLY 8 • ° R=4'(TYP.) MISTRAL BYWAY(45') _� o _ _ o_ _Q m N EDGE OF MISTRAL BYWAY(45') PAVEMENT =17.0'R \ \ (TYP.) \ _ — R= — — — — — — — — — — — — — — — — (TYP VALLEY GUTTER 2.0' `J a Q S a. u DRAWN BY: JCH PROJECT NO. HAYSTACK CHK'D.BY: TWM WEST WINDS PLANNED COMMUNITY P.U.D. 10208 APPRTE:01/M DEVELOPMENT BOZEMAN MONTANA DATE: /2038 FIGURE NUMBER TYPICAL INTERSECTION 1 104 E.MAIN ST.SUITE 206 1 BOZEMAN,MT 59771 1 40&570.3830 E:\CIVIL 3D PROJECTS\35020\ACAD\MASTER PLAN\WW-CONCEPT 8.dwg Plotted on Jan/30/2018 I as I I e I I I 2.0' I I S'SIDEWALK(TYP.) I a a a . 4' e a e I VALLEY GUTTER I I I I I R=3.' (TY I I 2.0' I T° ,Oe I 4 lq.- Ncl& I CURB ONLY I I 2.0' I I DRAWN BY:1CN PROJECT NO. HAYSTACK WEST WINDS PLANNED COMMUNITY P.U.D. 0 CNK'D.BY:TWM 303.08 DEVELOPMENT APPR DATE: TwM BOZEMAN MONTANA DATE: 01/2O38 FIGURE NUMBER 104 E.MAIN ST SUITE 206 1 BOZEMAN,MT 59771 1406.570.3830 TYPICAL INTERSECTION 2 E:\CIVIL 3D PROJECTS\15020\ACAD\MASTER PLAN\W W-CONCEPT 8.dw8 Plotted on Jan/31/2018 Exhibit 9 ol 0 Q I C r I 0 0 From: Blackford,William<William.Blackford@CenturyLink.com> Sent: Thursday,October 4, 2018 9:46 AM To: Casey Bennett Cc: Fendley, Paul; 'Berberet,Christian' Subject: RE:West Winds SW Joint Trench Casey, After further internal conversation we have determined that we will go ahead and move the facilities for the West Wind project without further delay or request for funding.We will work with North Western Energy to try and mitigate some cost by going joint trench with them. Rocky Mountain Contractors will be coordinating the move in the coming weeks. Let me know if you need further information. Best Regards, $i88$BacQjord Supervisor Region Operations-Bozeman Ofc:406-585-2334 Cell:406-451-9148 Fax:406-585-2364 CenturyUnk- Stronger Connected'" OCT 2 52018 _] DEPARTMENT OF COMMUNITY DEVELOPMENT; From:Casey Bennett<casev@eastoncompanies.com> Sent: Monday,October 01, 2018 3:46 PM To:Jones,Jana (Network)<Jana.Harmon@CenturVLink.com> Subject: RE:West Winds SW Joint Trench Jana- I spoke with Cammy Dooley from North Western Energy Friday and she mentioned that there is a plan in place for you to relocate your line that is out of Easement in areas along W.Oak and Davis Lane while they have their trench opened up. I have been going back and forth with Tom Mellor regarding the topic and would like confirmation that this is going to happen. Can you please let me know where Century Link stands on this matter.Will you be relocating the lines that are out of Easement at the West Winds Subdivision? Thankyou Appendix A � � { �� A ,' i i� I :� �, � , FINAL PLAT OF WEST WINDS SIB/ SUBDIVISION P.U.D. BEING LOTS 2, 3, & 4 of the AMENDED PLAT of LOT 1 and LOT 2 OF BLOCK 1 AND LOT 1 of BLOCK 4 of WEST WINDS MAJOR SUBDIVISION, PHASE 4 AND LOT 1 of BLOCK 3 AND LOT 1 of BLOCK 4 OF WEST WINDS MAJOR SUBDIVISION, PHASE 5 LOCATED IN THE NW 114, SECTION 2, T. 2 S., R. 5 E. OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA CERTIFICATE OF DEDICATION CERTIFICATE OF SURVEYOR the underoigned property owner, do hereby certify that I have caused to be surveyed, subdivided and platted into lots, blocks, open space parcels, streets and I, Mark A. Chandler, Professional Engineer and Land Surveyor No. 9518ES, do hereby certify that between June 5, 2018 and August 2018, WEST WINDS SW alleys, and other divisions and dedications as shown by the plat hereunto included, the following described tract of land, to wit: SUBDIVISION P.U.D., was surveyed under my direct supervision, and I have platted the some as shown on the accompanying plot, and as described, in accordance LEGAL DESCRIPTION with the provisions of the Montana Subdivision and Platting Act, Sections 76-3-101 through 76-3-625, M.CA, and the Bozeman Municipal Code. Lot 2, Lot 3, and Lot 4 of the AMENDED PLAT OF LOT 1 AND LOT 2 OF BLOCK 1 AND LOT 1 OF BLOCK 4 OF WEST WINDS MAJOR SUBDIVISION PHASE 4 AND LOT 1 OF BLOCK 3 AND LOT 1 OF BLOCK 4 OF WEST WINDS MAJOR SUBDIVISION PHASE 5, [Plat J-493A]According to the plat thereof, on file and of record in �qSF-(01Fqq.9 k I� r the office of the Clerk and Recorder, Gallatin, County, Montana, and located in the Northwest 1/4 of Section 2,Township 2 South, Range 5 East of P.M.M., City {} {y 1y�'� II? of Bozeman, Gallatin County, Montana. Dated this_ day of 201 B. -LI L-i �i 1 9 Mark A. Chandler MARK A. Montana License No. 9518ES c��+ CHANDLERr" �! �.�.] _ -I Area 10.982 acres. Subject to existing easements. No. 951SES LILE] - The above described tract of land is to be known and designated as WEST WINDS SW SUBDIVISION P.U.D.,City of Bozeman, Gallatin Count Montana; and the �i CLJ u11wu t>I� h - 9 tY Y, 2 [/CEN560 O f1I17L ❑ITT77 r lands included in all streets, avenues, alleys and parks or public lands shown on said plat are hereby granted and donated to the City of Bozeman for the 91 � �� public use and enjoyment. Unless specifically listed herein,the lands Included in all streets, avenues, alleys, and parks or public lands dedicated to the public F�`NEER..._ uIIIlIlG ilII'U7 i� �--{ P p --` E. BAXTER LANE _ are accepted for public uas, but the city accepts no responsibility for maintaining the acme. The owner agrees that the City has no obligation to maintain the Ij11CIIlLT ]dy7�i� lands included in all streets, avenues, alleys, and parka or public lands hereby dedicated to public use.The lands included in all streets, avenues, alleys, and OTIII:ID - 1pmr{Ir lI parka or public lands dedicated to the public for which the City accepts responsibility for maintenance include: Breeze Lane and New Holland Drive. The property CERTIFICATE OF EXCLUSION FROM MONTANA DEPARTMENT CCIIIIID r L>J1�L'11J L_.J� I owner's association shall maintain Bore Way, Zephyr Way, and Mistral Way. The property owner's association is also responsible for maintenance of the subdivision stormwater improvements. OF ENVIRONMENTAL QUALITY REVIEW i - - ktrcq.�r= The undersigned hereby grants unto each and every person, firm or corporation, whether public or private, providing or offering to provide telephone, electric West Winds SW Subdivision P.U.D., located in Gallatin County, Montana, is within the City of Bozeman, Montana, a first-class municipality, and within the power, gas, Internet, cable television or other similar utility or service, the right to the joint use of an easement for the construction, maintenance, repair and planning area of the Bozeman growth policy which was adopted pursuant to Section 76-1-601 et seq., M.C.A., and pursuant to 76-4-127 M.C.A. will be WEST MINDS Sly removal of their lines and other facilities, in, over, under and across each area designated on this plat as 'Utility Easement' to have and to hold forever. provided with adequate storm water drainage and adequate municipal facilities. Therefore, under the provisions of Section 76-4-125(1)(d) M.C.A., this SUBDIVISIC, I _ -- subdivision is excluded from the requirement for Montana Department of Environmental Quality review. OWNER: Dated this_ day of 2018. Dated this day of 2018. ISLANDS, LLC., a Montana Limited Liability Company Director of Public Works, City of Bozeman, Montana • W OAK ( -� By: W. Mark Easton, Member t Q -J .I1 STATE OF MONTANA LLLU Ql I -i - COUNTY OF GALLATIN [u�l �•���P - 1�t=1 This instrument was signed or acknowledged before me on this day of__ 2018, CERTIFICATE OF DIRECTOR OF PUBLIC WORKS �r by W. Mark Easton as Member of ISLANDS, LLC., a Montana Limited Liability Company. 1, Director of Public Works, City of Bozeman, Montana, do hereby certify that the accompanying Plat has been duty examined t F� tml � and have found the some to conform to the law, approves it. and hereby accepts the dedication to the City of Bozeman for the public use of any and all ,tL ����L���1�;;I77��11 r f,ll L Notary Public for the State of Montana land a shown on the plat as being dedicated to such use. r LLLLLLLL1 I01I] Printed Name: Residing at: 111LLI"1 _,. -1�Z. _ rll My commission expires: Dated this day of , 2018. t� L26�[�ff �_1�% Lrrrrin �. 1 Director of Public Works, City of Bozeman, Montano I-J[��n rl Lnu rLn�Ll 7� CERTIFICATE OF COMPLETION OF IMPROVEMENTS u - �.� LjE��LCllat A herebyChandler, a professional engineer licensed to practice in the State of Montana, hereby certify that the ti — I, Mark Easton, Member of ISLANDS, LLC., and I, Mark following improvements, required to meet the requirements of this title or as a condition of approval of the WEST WINDS SW SUBDIVISION, have been installed in conformance with the approved plans and specifications,or financially guaranteed and covered by the improvements agreement accompanying this plat. - 1 CI'LDURSfON ROAD T) _ �, CERTIFICATE OF COUNTY TREASURER -��-j - _ = Installed Improvements: Water, Sanitary Sewer, Storm Sewer, Concrete Curb and Gutter, a ,.-I+ Pavement, Publle Sidewalks, Pedestrian Ramps, Striping, Signage, and Street Lighting on Breeze Lane, New Holland Drive. Bore Way, Zephyr Way, andhMistral Way. 1, Kimberly Buchanan, Treasurer of Gallatin County, Montana, do hereby certify that the accompanying plat has been duly examined and that all real property taxes and special assessments assessed and levied on the land to be subdivided have been paid. "LkJJ__""11--111111 'I ffHHll Iltt"f--'TIIL.�If lMtlr ��� F-1{-JI Financially Guaranteed Improvements: Private Sidewalks along Bora Way, Zephyr Way, and New Holland Drive. The subdivider hereby warrants against defects in these improvements for a period of two years from the date of acceptance by the City of Bozeman. The Dated this day of 2018. By: VICINITY MAP (NTS) subdivider grants possession of all public infrastructure improvements to the City of Bozeman, and the City hereby accepts possession of all public Infrastructure Deputy Treasurer of Gallatin County improvements Installed in conformance with approved plans and specifications, subject to the above indicated warranty. t Dae: PARCEL AREA CALC'S Date: MARK A.LER CERTIFICATE OF CLERK AND RECORDER ISLANDS, LLC Mark A. Chandler CHAND By W. Mark Easton, Member Montana License No. 9518E5 la1, Charlotte Mills, Clerk and Recorder of Gallatin County, Montano, do hereby certify that the foregoing Instrument was filed in my office at o'clock_.M. No. 9518ES mlock Om R-3 ROW Total o this— day of A.D., 201_ and recorded In Book of Plats, on Page records of the Clerk and Recorder, Gallatin M/A 1281845.00 1281B45.00 Date: 1110EVis 'O County, Montana. Director of Public Works, City of Bozeman, Montana g 1 51a87.00 5MMA.00 M12011.00 YDeputy Clerk and Recorder 2 22[SOM.00 2231)[17.00 3 ®4SIE7.00 19413M7.00 _ CERTIFICATE OF TRANSFER Os- OWNEPxSHIP 8c COMPLETION OF NON PUBLIC IMPROVEMENTS q 412111Sm.00 4E351M.00 The followingare hereby ranted and donated to thepropertyowners association noted below for their use and enjoyment: Open Space 1. Unless specifically Y 9 s J Y P P P g 6 f➢f8®2.00 ®f>01H2.00 listed in the Certificate of Dedication, the city accepts no responsibility for maintaining the some. I, Mark Easton, hereby further certify that the following non-public improvements, required to meet the requirements of Chapter 38 of the Bozeman Municipal Code, or as a condition(s) of approval of the subdivision 6 M417L41A.00 21421.4f➢.00 plotted herewith, have been installed in conformance with any approved plans and specifications prepared in accordance with the standards of Chapter 38 or other City design standards, or have been financially guaranteed and are covered by the subdivision improvements agreement accompanying and recorded with Total 59187.00 14411950.00 128[B45.00 478fR]I l.00 this plat. Installed Improvements: None Financially Guaranteed Improvements: Open Space Landscaping, Park Improvements and Playground The subdivider hereby grants ownership of all non-public infrastructure improvements to the West Winds Major Homeowner's Association, Inc. OWNER: ISLANDS, LLC., a Montana Limited Liability Company Dated this__ day of , 2018. By: W. Mark Easton, Member STATE OF MONTANA COUNTY OF GALLATIN This instrument was signed or acknowledged before me on this_ day of 2018, by W. Mark Easton as Member of ISLANDS, LLC., a Montana Limited Liability Company. - Notary Public for the State of Montana Printed Name: Residing at: My commission expires: IC7;5 0 Engineering and Surveying Inc. 1081 emnendge 0rne•eoremen,W 56718 [� Phone 14061587-1115•Pex(40515B7-9766 wmv.c Sheet 2 of J #7 ea229 heroreer. •hfoechenglneen.com FINAL PLAT OF WEST WINDS SW SUBDIVISION/ P.U.D. BEING LOTS 2, 3, & 4 of the AMENDED PLAT of LOT 1 and LOT 2 OF BLOCK 1 AND LOT 1 of BLOCK 4 of WEST WINDS MAJOR SUBDIVISION, PHASE 4 AND LOT 1 of BLOCK 3 AND LOT 1 of BLOCK 4 OF WEST WINDS MAJOR SUBDIVISION, PHASE 5 LOCATED IN THE NW 1A SECTION 2, T. 2 S., R. 5 E. OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA CONDITIONS OF APPROVAL FOR WEST WINDS SW SUBDIVISION P.U.D., LOCATED IN THE NW 1/4 OF SEC. 2, T. 2 S., R. 5 E. OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA NOTICE OF AFFORDABLE HOUSING REQUIREMENTS Pursuant to ARM 24,183.1107(4): Notice is Hereby Given to all potential purchasers of Lot 8 and Lot 9, Block 5, and Lot 8, Lot 9, Lot 10, and Lot 11, Block 6, of the plat of the West Winds (a)Any text and/or graphic representations of requirements by the governing body for final plat approval including, but not limited to, setbacks from streams SW Subdivision P.U.D., City of Bozeman, Gallatin County, Montano, that the final plat of the subdivision was approved by the City Commission with requirements or riparian areas, noodplain boundaries, no—build areas, building envelopes, or the use of particular parcels,are shown on the Conditions of Approval sheet; of an affordable housing plan required under Article 38.380 of the Bozeman Municipal Code. (b)The Landowner hereby certifies that the text and/or graphics shown on the Conditions of Approval sheet represents requirements by the governing body for final plat approval and that all conditions of subdivision application have been satisfied; and As such, this Restriction is filed with the final plat that stipulates that any use of these lots is subject to the requirements of the fulfillment of the approved (c)The Information shown is current as of the date of the certification required In (4)(b),and that changes to any land—use restrictions or encumbrances Affordable Housing Plan as required under the Bozeman Municipal Code. The affordable Housing Plan is on record with the Community Development Department may be made by amendments to covenants, zoning regulations, easements, or other documents as allowed by law or by local regulations. and Is available for review. Therefore, be advised, that permits will be Issued for Lot 8 and Lot 9, Block 5, and Lot 6,Lot 9, Lot 10, and Lot 11, Block 6, of the plat of the West Winds - Pursuant to A.R.M. 24.183.1107 UNIFORM STANDARDS FOR FINAL SUBDIVISION PLATS: Section (2)(e)(xxill)(A): "Federal, state and local plans, policies, SW Subdivision, P.U.D., City of Bozeman, Gallatin County, Montana in compliance with the Affordable Housing Plan submitted and accepted by the City of regulations, and/or conditions of subdivision approval that may limit the use of the property, including the location, size, and use are shown on the Conditions Bozeman. This restriction runs with the land and Is revocable only by written consent of the the City of Bozeman. of Approval sheet or as stated. (B): Buyers of the property should ensure that they have obtained and reviewed all sheets of the plat and all documents recorded and filed in conjunction with the plat and that buyers of the property are strongly encouraged to contact local planning department and become informed of any limitations on the use of the property prior to closing." OWNER: ISLANDS, LLC., a Montana limited Liability Company Dated this day of , 2018. West Winds Parkland Dedication Original Allocation Proposed Appropriation By: W. Mark Easton, Member Lots Park Dedicated(ac.) Lots(1 d.u./lot) Required Dedication(ac.) STATE OF MONTANA COUNT'OF GALLATIN Lot 1 Block 1 Phase 4 WW 0.54 17 0.5100 This instrument was signed or acknowledged before me on this___ day of__ Lot 2 Block 1 Phase 4 WW 0.54 15 0.4500 2018, '. by W. Mark Easton as Member of ISLANDS, LLC., a Montana Limited Liability Company. Lot 1 Block 1 Phase 5 WW 0.48 40 1.2000 Total 1.56 72 2.16 Notary Public for the State of Montana Printed Name: Residing at: My commission expires: Required Parkland Dedication(ac.): 0.60 (sf): 26136 GENERAL NOTES Required Improvements-in-Lieu($1.5/sf): $39,204.00 1. All common open space parcels shown are also public access easements. Provided Improvements-In-Lieu: 2. Utility easements are 10' wide along street lines, or as shown. 3. The proposed development lies in a known high groundwater area. To minimize the chances for high groundwater to enter the crawl space, the depth of the crawl space should be limited to about 3.0 feet below existing grade. As an added precaution, the floor of the crawl space should be infilled with clean crushed rock up to the top of the footings to further raise the bottom of the crawl space to shallower depths. See the geotechnical report for 2016 groundwater monitoring data and some additional moisture protection recommendations for crawl spaces. 4. Due to the potential of high ground water tables In the areas of the subdivision, it is not recommended that residential dwellings or other structures with full or partial basements be constructed without first consulting a professional engineer licensed in the State of Montana and qualified in the certification of residential and commercial construction. 5. According to the current City of Bozeman policy, no crawl spaces or basements may be constructed such that sump pumps are required to pump water from these spaces. Sump pumps are not allowed to be connected to the sanitary sewer system. Sump pumps are also not allowed to be connected to the drainage system. Water from sump pumps shall not be discharged onto streets, such as into the curb and gutters where they may create a safety hazard for pedestrians and vehicles. 6. Building finished Floor grades must be at a higher finished grade calculated by a minimum of 2% slope above the adjacent curb and gutter to allow drainage and avoid placement of spoil materials onto adjacent lots as homes are constructed. Lots may not be constructed at significantly higher grades than the adjacent lots, which subsequently creates a drainage issue from one lot to another. 7. Ownership of all common open space areas and trails, and responsibility of maintenance thereof and for city assessments levied on the common open space lands shall be that of the property owners association. Maintenance responsibility shall include, in addition to the common open space and trails, all vegetative ground cover, boulevard trees and irrigation systems in the public right—of—way boulevard strips along all external perimeter development streets, i.e. Davis Lane and Oak Street, and as adjacent to public parks or other common open space areas. All areas within the subdivision that are designated herein as common open space including trails are for the use and enjoyment by residents of the development and the general public. The property owners association shall be responsible for levying annual assessments to provide for the maintenance, repair, and upkeep of all common open space areas and trails. 8. City standard sidewalks (including a concrete sidewalk section through all private drive approaches) shall be constructed on all public and private street frontages prior to occupancy of any structure on individual lots. Upon the third anniversary of the plat recordation of any phase of the subdivision, any lot owner who has not constructed the required sidewalk shall, without further notice, construct within 30 days, the sidewalk for their lot(s), regardless of whether other Improvements have been made upon the lot. 9. The approved plans and specifications for the streets, water, sewer, and storm sewer for West Winds SW Subdivision P.U.D. are available for review at the Engineering Division of the City of Bozeman. Engineering and Surveying Inc. 1091 Smnendge Drive•Bozeman,W 59718 ❑hone P051 5U7.1 115•Fax 0.1587-9768 WO®chengineere.com Sheet 3 of 3 #,Ba229 ewwsnengineers.com• SURVEY REQUESTED BY OWNER TO CREATE 72 LOTS AND OFAND SPACE PA CELSCIATED FROM 31GHT EXISTINGWAY TRACTS OFPEN FINAL PLAT OF LAND WITHIN A PLATTED SUBDIVISION. OWNER: ISLANDS, U.C. WEST WINDS SW SUBDIVISION P.U1.D. DEED REF: DOC. NO. 2626430 LEGEND BEING AN AMENDED PLAT OF LOTS 2, 3, & 4 of the AMENDED PLAT of LOT 1 and LOT 2 OF BLOCK 1 AND LOT 1 of BLOCK 4 of WEST ..`�.. � (R) RECORD DISTANCE OR AZIMUTH WINDS MAJOR SUBDIVISION, PHASE 4 AND LOT 1 of BLOCK 3 AND LOT 1 of BLOCK 4 OF WEST WINDS MAJOR SUBDIVISION, PHASE 5 �,,� a '•e, � (M) MEASURED DISTANCE OR AZIMUTH LOCATED IN THE NW 114, SECTION 2, T. 2 S., R. 5 E. OF P.M.M., • FOUND REBAR W/ ORANGE PLASTIC CAP CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA SET 5/8" REBAR W/ YELLOW PLASTIC CAP 11 9� O MARKED"C&H ENGR #9518-ES". TO BE SET WITHIN 180 DAYS OF THE FILING OF THIS FINAL PLAT. PROPERTY BOUNDARY LINE I E.I.M.Z1.1 WIDE LOT 5 LOT 1 I I , - -SURROUNDING PROPERTY LINE I I so I r-rr-PUBLIC ACCESS& J E%ISTING�60'WIDE AM. PLAT J-493A I I °s' UTILITY EASEMENT AM. PLAT J-493A PUBLC ACCESS& L- EXISTING 30'WIDE - - -EASEMENT LINE 60'WIDE PUBLIC STREET AND I UTILI Y BASEMENT I PUBLIC ACCESS& :. OPC lmLlfY EASEMENT PER WEST I I 80'WIDE PUBLIC STREET'AND I I UULIIY EASEMENT ap LOT WINDS MAJOR SUED.PHASE 5 UTILITY EASEMENT PER WEST I BLOCK BASIS FOR AZIMUTHS FROM NORTH: I (H ) -----------_J1 �----------------- -------J L---------- WINDS MAJOR SUED.PHASE 4 -------J L------------ I --- - THE SOUTH LINE OF LOTS 3 AND 4 BEING 270'51'03" __ ___________ J [NB9-08'57"W] AS SHOWN ON AMENDED PLAT J-493A r 1 (7) I [S89'O8'SY E] "' EXISTING 10'WIDE $ EASEMENT NOTES: 7SM93 O90'51'OS UTILITY EASEMENT(TYP.) OPC (1)EXISTING 15'x27' WATER AND SEWER LINE EASEMENT PER XISTNC 10'WIDE EXISTING 10'WIDE (HKM) DOC. #2311596 (TO BE ABANDONED) LITY EASEMENT n M UTILITY EASEMENT(TYP.) I_ BREEZE LANE 8 BREEZE LANE (2)EXISTING 15'x27' WATER LINE EASEMENT PER PLAT J-493 [sa9•oe'STE] I [s99•os'sYE] rR (DEDICATED THIS PLAT) 103.84 090'51'03' I I [589'OE'5YE] '� (TO BE ABANDONED) I OPC I 213.61 9Os1'03 219.27 905103 [58508'SYE] (3)EXISTING 32'x2O' STORM SEWER EASEMENT PER PLAT J-493 (HKM) 1 .00 53.31 1.8 .0 98.28 090'5110S _r ------- 1 .13 (TO BE ABANDONED) ['i'• LOT 1 1° r---- -----o- - - --I-------- __ -- -- 4 EXISTING 32'x20' SANITARY SEWER EASEMENT PER PLAT 1 3,742 sF n 17 28 1 m, �3 1 Imo= I I-�(3> -"----- O J-493 TO BE ABANDONED [589'OB'SYEl I c^ n o }.n 1-J 3O 30 ( I EXISTING 10'WIDE J ( ) I 104.15 09asros m P^ I $ I E7 L--J 28 17 UnUTY EASEMENT(TYP.) I (5)EXISTING 30'x22' SANITARY SEWER EASEMENT PER PLAT Exl INc 12'WIDE I I LOT 8 n'$ LOT 9 0-, LOT 10;8 LOT 11 S L--1 LOT 1 ? LOT 16 I o Un EASEMENT n I 3,727 SF o 3,766 SF o n 3,828 SF,E o$ 3,867 SF o `b 6,985 SF m 6,985 SF (4) `D I LOT 1 $ J-493 (TO 8E ABANDONED) 8 (6)EXISTING 30'x22' WATER LINE EASEMENT PER PLAT J-493 I LOT 2 $ I n ^" n I o I $ 6,674 SF I o 60 I 3,130 SF $" I (TO BE ABANDONED) 1 I (1) I ExISTI G 12'WIDE (7)EXISTING WATER AND SEWER LINE EASEMENT PER DOC. I -. I I I a 53.81 1 55 1 108.13 108.13 I #2311596 LOT 3 107.29 090,51,03" 107.29 9051'03 I < I 60 UILIY EASEMENT I I 3,143 SF i [S89-08'5YE] c3 [SSWOS'5YE) L I 1 1 ExlsgNc 1'WIDE No 105.00 I 'o I LOT 7 'o LOT 12 I $ Z LOT 2 a I A�����v I s,4o7lSF $ 8 LOT 2 I CESS STRIP I $ 5,373 SF '�n 5,373 SF 'x 5,407 SF i. 1 4 LOT 4 o I I o in i $ O I $ 1 $ $ 4,939 SF 3,791 SF 16 w y 1 .13 08 13 I I I 8.107.84 090'51'03" 1` 107.64 090'51'0 O i PREVIOUSI I 105.51 I LOT 5 o I I 5 OT SF m LOT 13 I $ I fi T SF ro a LOT l6 LOT 2 i $ I $ I 3,809 SF $ ^n 5,391 SF 1 l I ^0 5,407 SF LOT 3 i $ TRACT 3A-1 I P 1 r .,_. 16 I 8 y I 1 g 1 $ 4,948 SF COS 2202B r .2 1 �u I 1 3 , $y I I aj GALLATIN COUNTY I I 107.99 I 108.13 I I r 107 99 DOC. NO. 2255852 I S LOT 6 o I EXISTING 80'WIDE 1r I I o } PUBUC CESS& I °` 3,186 SF I I or, I h rz 3 I unutt EMENT o I P y 106.44 o I LOT 5 :'o LOT 14 18 ' LOT 4 +,�.,� LOT 15 18 I 'R I 5,408 SF a V� 5,408 SF $ ug I 5,407 SF t o 5,407 SF $ LOT 4 t•y I I M I $ 4.960 SF a 3,99 SF o ^,' 3; I , g� F r3' ^r3' ,. I 108.13 voiu _ -' r91 108.33 I �IO&ES ' S y qr. 0• o. 0 0 1 uI i myZ n$ _ (PREVIOUS 03 1 c? o^ c I 1 0 0 I I . LOT 8 H I .�a�; i LOT 4 oM 5,0425 SS 1 glow $mI ..$$ LOT 5 _Pa I °y $'" -0$ �b ^� SM11 s'a^¢ P� $ LOT 4 LOT 14 0* 3,858 SF T V I b S,42S SF I u u $ I 5.407 SF �' 5,407 SF o Ju y $ LOT 5 I $ u "�� ¢ J'" 4,971 SFc'^a A A 1n I 07.37 I ��.. 0 1n I I I `•_-J oo,,n^. jL.I 1 �'« ( " ;"1y I I n v 108.8 1 [l,[ 08. '0 108.13 I I 55 ]y] V,[ _ I LOT 9 S', I 1I-.--10'WIDE UTILITY EASEMENT o.. 10'WIDE U71LJtt EASEMENT �I 10'WIDE U11UN EASEMENT L' 10'WIDE UTILITY EASEMENT--1 r ' A� ~F Q f•°1 I 3,876 SF r� 3 �,.I Ir _ I P T (5) T Z .•».•`� o' I ?o in LQT g- ?+ 1'I REVIOUS LOT LINES I W { { J I I} LOT 3 m, ----LOT 13- 107.88 Q �i 5,443 SF ^n 5,44T3 56 I 0 1 3.407 SF �nP 5,407 SF -� �6T 6-h I OPC I 7! 4,983 SF 1 4� 4 y I LOT 10 $ I N`-� 1 <I I 10.13 Sy I `� (HKM) Q r I 3081 SF 109.03 J Ina } I- I �+ I Mo I SI 8 1 oa I W I I 3 I 3 OT 155 1 g I o f LOT 2 m_ LOT 17 I $ I LOT 7 ,�^ LOT 12 g N I I LOT 7 LOT 1 I 108.73 $ i 5,460 SF o^ 5,460 SF 1 $ I 3.407 SF o 5,407 SF i 8 I 4,995 SF I 3 I I I Nu 1 I 106 3 065rEj S103' g [S89'O8'5YE] I I 1 j LOT 12 s1 I 109.3 709.38 I ^ 53, 55.00 u 108.1 90'51'or 1 I 3,925 SIF r .97 I LOT 1 "'o LOT 18 I $ I o 1 LOT 8 o LOT 9 LOT 10 m�-~' LOT 11 .� 2.00 09743'33' h I 10,WIDE Un ro 7.080 SF n ��„ 7,080 SF ro• d 1 3,BS0 3F $"3,719 SF $in 3,719 SF ^0 3.950 SF 1 o LOT 8 r m LOT 13 I �" I 30 30 I o 10'WIDE Un c" $rn n 6,692 SF [58T18.2YE] 3,889 SF 17 26 EASEMENT n L-- L---- __---------J L---- EASEMENT o`'' 28 17 .99 18743'33' 12.99 3" __ __ [S2'43'33"W] �} 09.83 0 Al 55.00 3.13 -- --g3,13 -- ---p-J 092- 33' I 219.65 9751'03' 1 2 LOT 14 g [SB9 OB'STE 2111.27 QS1'03" 1 27.02 3.228 SF ro 1 m R.O. 1 m [S89'OB'5Y E] I 100.33 090'S1'03" a '03• _ MISTRAL WAY PREVIOUS [S89'O8'5YE] O81 42'S9_ � 128,7 V. SF � LOT 3 N PROPOSED 1'WIDE I LOT 15 $ I - -- [S89'08'5YE] 270.05 - - - ---- N89.OB'g669.77 51'03' MISTRAL WAY _---_ -_27ag1.03' - g NO ACCESS STRIP 30.17 n - 11 1L4$9' C,;fL L�88.74 SS9.O8'5YE n 7.45 o-01 B2Ti27 G' I 1 I 3,181 SF $ 2 26 090'S10 3[ 0 1r �• 81 81 90 5 0 -- - R-309.03 8�0T2S .3 51'0 1 0 13 2 8 32 3. 4. 70.90 55.00 55.00 0 NEW J 'WIDE UTILfff n �,4 r''!E, y' - �I '"'°& �� EXISTING SE WIDE D EAS ENT(TYP.) o V 131.E LOT 16 c �I� l/nLffY EASEMENT 0 1� 3,582 SF 1'WIDE NO n 07�. e`Fi s in 3 g n^3' 4 ACCESS STRIP r 25 ZOI00 I5.33 9a 1 -$LOT 1 g LOT 2 LOT 3 o LOT 4 P4 P I$ < g LOT 5 g LOT 6m m- LOT 1 LOT 2 $ LOT 3 $ LOT 4 g LOT 5 P i.25.71 124.61 090'S1'0 �4,358 SF vi 3,465 SF h 3,465 SF .3,465 SF 6 3.465 SF 4,293 SF nRTMENT OF I L-31.04 1 o_ 0 6,764 sF s.z47 sF �' a ies sF I =O1B41'5Y �� [5a8'OB'SYE aN m 5,247 SF 5,247 SF w s,247 SF c COMMUNITY DEVELOPMENT R-106.50 I Og � 11n OPEN SPACE 1 mmr g" gn Hu N� H Nu I IP 5,187 SF 'T O m I 60 Scale In Feet DAMS LANE -- - �y -------- 1---- ---- ---- --- ---- ----- I 40 0 40 R.O.W.2 1 DEDICATED THIS PLAT 71 a 33 SF 70. --L _-A6.33- -- ' 12 0 12 (REF.DOC,#2605445) 'L=50.22 EXISTING 1'WIDE 808.64 2T081'O.Y - -- Scale In Meters G=05843'23' NO ACCESS STRIP [N89'08'5YW] EXISTING 12'WIDE OPC EXIUi1LIN EASEMENTWID WIDE (HKM) R=49.00 UTIL�RNYGEASEMENT O12'WIDEI ACCESS STRIP CON BETWEEN WEST OAK STREET SEC EC SEC 2 AND SEC 3 - IRON PIPE �0 Engineering entl Su l[Jry yi�n8 Inc. (HKM) 1091-rld,.--8oxe-MT B3718 Phone(4061 5 87-111 5•Fer 0081587a768 Sheet 1 of 3 wwwcne�m..rs.wm•mm®cn.00m..rm.c�„ #180229 Appendix B 4i 4 • I • A +t� i I I I I I r 1 8 +7+ 1� 1 WEST WINDS SW - PHASE 11 STREETS, WATER, SANITARY SEWER, STORMWATER INFRASTRUCTURE, & GRADING PROJECT LOCATION: BOUNDED TO THE NORTH BY BREEZE LANE, TO THE EAST BY WINDWARD AVENUE, TO THE SOUTH BY WEST OAK STREET, AND TO THE WEST BY DAVIS LANE IN THE CITY OF BOZEMAN, MONTANA Cn LEGAL DESCRIPTION: SW a of NW 4, SECTION 2, TOWNSHIP 2S, RANGE 5E, P.M.M., GALLATIN COUNTY, MT a ; 1 3 C < rn CLIENT: HAYSTACK DEVELOPMENT no 17. (l1 no Z P.O. BOX 1793 0 c-J 'J BOZEMAN, MT 59771 OWNER: SID716 LLC EE P.O BOX 12037 OCT 25 2018 PROJECT BOZEMAN, MT 59719 DD DEPARTWIENT GF LOCATION SET NO. COMMUNITY DEVELOPMENT' JUNE 1, 2018 0 a-_;S 'pNTAAj 'F , •syj 4' (jiTFi�Lc9siK `off PROJECT MANAGER: MARK A. FASTING,PE ; �wlot � t ®� PROJECT ENGINEER: ANDREW S. GRAHAM,PE 'DRE A S OTT'. `{ + o F BAXIERLAPIE PROJECT SITE = a DESIGN ENGINEERS: JOSH D. SMITH, PE No.40761PE . � ~ o i . , west am+os sw v K.vtEss p�, *iiE ADAM J. FETHERSTON,EI ;�'. ' y'i8 ��, PROJECT SURVEYOR: RYAN J. DEE,LS •••'•.`sS% ' E�.••' i d - ' - ,. , a" o tvs ONA1- �..- �► „ �vctr ttirnUS B710CERPEAKS < Engineer of Record: Andrew S.Graham, PE ". '� ;;` OAKSPRIN t wFsr woes sw = •� - ;MY �vEsruw r: rti[fm'DSignature: .................................................. Date............... 4 11. Olimon Ra c,,rSloP Rd61 eu)•� oR .. ' t QC Approval: Mark A. Fasting, PE VRIDGER PEA-ts KAK -" wf . o,�K sty_ -=� - .�-- E_r ares Signature: .................................................. Date ............... .. 4 .� :o apwxsr�E t�M .. C +.a °'Rtttt Lra+iat CCvDKR VARK *- �' lLT�►N'c •�+'-tom us ZA rSTAt ES one Ut H.aftlne.n ea3r, W ealdge SN APaLO t e s •e7� m + ►. s htt, ( A: O 2017 HERE O 20W Microsoft Corporation Lb t?:i ej i 32 DISCOVERY DRIVE � i. i BOZEMAN,MT 59718 Civil Engineering _ — LOCATION MAP VICINITY MAP PHONE(406)582-0221 Geotechnical Engineering �LL��p 0 300 600 900 0 2000 4000 6000 FAX(406)582-Sn0 Land Surveying ENGINEERING www.alliedengineering.com SERV?Czs�INC. scnEE (FEET) SCALE (FEET) NEST WINDS SW — PHASE II 0-er,°P`oi61I CO.1 COVER SHEET SPECIFICATIONS&NOTES: 1. ALL CONSTRUCTION WILL CONFORM TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS). SIXTH EDITION, AND THE CITY OF BOZEMAN (COB) 27.ALL STORM DRAINAGE OUTLET AND INLET CHASES SHALL BE CONSTRUCTED IN MODIFICATIONS TO MPWSS AND THE PROJECT SPECIFICATIONS. ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD DRAWING y 02529-14, DIMENSIONS AS NOTED ON PLANS. 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 28.ALL THRUST BLOCKING FOR WATER MAIN FITTINGS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY OF BOZEMAN STANDARD DRAWINGS y 02660-1 AND 3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS 02660-3. PRIOR TO BEGINNING ANY WORK. 29.ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER 4. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD CONTRACTOR MUST NOTIFY ENGINEER IF EXISTING CONNECTION LOCATIONS AND DRAWINGS $ 02660-4 AND N 02660-5 AND SHALL HAVE 5 }" VALVE OPENINGS, ELEVATIONS ARE DIFFERENT THAN THOSE SHOWN ON THE PLANS. FLANGED INLET, ONE 5" STORZ CONNECTION AND TWO 2 }" HOSE CONNECTIONS. 5. CONSTRUCTION INSPECTION AND TESTING MUST BE PERFORMED BY A PROFESSIONAL 30.ALL WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY ENGINEER LICENSED IN THE STATE OF MONTANA. THE ENGINEER SHALL BE NOTIFIED OF BOZEMAN STANDARD DRAWING # 02660-6. AT LEAST TWO DAYS PRIOR TO ANY WORK COMMENCING. THE CONTRACTOR AND THE ENGINEER WILL NEED TO COMMUNICATE DAILY SUCH THAT ALL CONSTRUCTION 31. ALL WATER VALVE/TEE RESTRAINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH INSPECTION AND TESTING REQUIREMENTS CAN BE COORDINATED. INSPECTION AND THE CITY OF BOZEMAN STANDARD DRAWING # 02660-10. TESTING SHALL MEET MPWSS. MDEO. AND COB REOUIREMENTS. 6. THE CONTRACTOR IS REQUIRED TO CALL THE NATIONAL ONE CALL NUMBER FOR 32.REFER TO THE SPECIFICATIONS FOR A JOINT RESTRAINT TABLE. UTILITY LOCATES. NOT ALL EXISTING UTILITIES MAY BE SHOWN ON THE PLANS 33.AS INDICATED ON THE PLANS, WATER MAIN CROSSINGS BELOW EXISTING SEWER MAINS AND/OR THE DEPICTED LOCATIONS MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD THEREFORE, THE CONTRACTOR SHALL ONLY USE THE UTILITY INFORMATION THAT IS DRAWING y 02660-11. SHOWN ON THE PLANS AS A GENERAL GUIDELINE AND MUST NOT DEPEND ON ITS ACCURACY. PRIOR TO PERFORMING ANY EXCAVATION, A UTILITY REQUEST SHALL BE 34.ALL SANITARY SEWER MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MADE AND ALL UTILITIES SHALL BE MARKED BY THE UTILITY LOCATING COMPANY. THE CITY OF BOZEMAN STANDARD DRAWINGS ® 02720-3 AND # 02720-7. CONTRACTOR IS RESPONSIBLE FOR GIVING THIS NOTICE BY CALLING (800) 424-5555 (OR CALL 811) AT LEAST 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION. 35.ALL SANITARY SEWER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH UNDERGROUND UTILITIES MUST BE FLAGGED OFF BEFORE ANY EXCAVATION CAN BEGIN. THE CITY OF BOZEMAN STANDARD DRAWING g 02730-2. THE ENGINEER HAS NOT PHYSICALLY LOCATED OR FIELD VERIFIED ANY OF THE UNDERGROUND UTILITY LOCATIONS AND THEREFORE IS NOT RESPONSIBLE FOR THE 36.ALL SANITARY SEWER CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ACCURACY OR COMPLETENESS OF THE PLAN INFORMATION. CITY OF BOZEMAN STANDARD DRAWING ® 02730-4. 7. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES 37.ALL STREET SIGNS, REGULATORY SIGNS, AND DEAD END BARRIERS SHALL BE WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE RESPONSIBLE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD DRAWINGS y FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION 09810-1. # 09810-2. AND #09810-4. TO MAKE NECESSARY MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO 38.ALL WATER MAIN PIPE SHALL BE 8-INCH DIAMETER, CLASS 51 DUCTILE IRON PIPE. ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. 39.ALL SANITARY SEWER MAINS SHALL BE 8-INCH DIAMETER, ASTM D3034, SDR 35 8. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EOUIPMENT AND FACILITIES REOUIRED GRAVITY SEWER PVC PIPE. FOR TESTING ALL UTILTY PIPING IN ACCORDANCE WITH MPWSS. MDEO, AND COB SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE BORNE BY THE 40.WATER MAINS SHALL HAVE A MINIMUM OF 6.5-FT OF COVER. SEWER MAINS SHALL CONTRACTOR. HAVE A MINIMUM OF 5-FT OF COVER. INSULATE OVER THE MAINS WHERE MINIMUM COVER CANNOT BE MET. 9. ALL DIMENSIONS SHOWN ARE IN DECIMAL FEET. 41. CONTRACTOR SHALL COORDINATE DRY UTILITY CONDUIT INSTALLATION PRIOR TO 10. PIPE BEDDING (TYPE 1) AND TRENCH BACKFILL (SEE CITY OF BOZEMAN STANDARD CONSTRUCTION. CONDUITS SHALL HAVE STRUCTURAL STRENGTH TO WITHSTAND HS-20 DRAWINGS B 02221-1 AND $02221-2) SHALL BE UTILIZED IN ACCORDANCE WITH LOADING AND A MINIMUM STIFFNESS OF 46 PSI. CONDUITS TO BE OF MATERIAL MPWSS SECTIONS 02221. 02225. 02234. 02235, 02510 AND THE ASSOCIATED APPROVED BY THE UTILITY COMPANY AND THE COB. THE COB PREFERS PVC PIPE STANDARD DRAWINGS AND THE ASSOCIATED COB MODIFICATIONS TO MPWSS, UNLESS SUCH AS A-2000. HDPE UTILITY CULVERTS MAY NOT BE PLACED WITHIN PUBLIC NOTED OTHERWISE IN THE PLANS. RIGHT-OF-WAY PER COB DESIGN STANDARDS. 11. CONTRACTOR SHALL PROVIDE WATER AND OTHER MEASURES AS NECESSARY TO CONTROL DUST TO AN EXTENT ACCEPTABLE TO THE UNDERLYING PROPERTY OWNERS. 12. IN ACCORDANCE WITH THE COB DESIGN STANDARDS AND SPECIFICATIONS POLICY, A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED BY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. THE CITY OF BOZEMAN. CONTRACTOR, ENGINEER, AND OTHER AFFECTED UTILITIES OR GOVERNMENT AGENCIES (IF APPLICABLE) SHALL BE PRESENT. 13. ALL CONSTRUCTION MATERIALS THAT ARE INSTALLED ON THIS PROJECT MUST BE NEW. 14. SHOP/FABRICATION DRAWINGS WILL BE REOUIRED FOR ALL INSTALLED CONSTRUCTION MATERIALS. THEY MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PER THE PROCEDURES SET FORTH IN SPECIFICATIONS FOR REVIEW PRIOR TO THE PRE-CONSTRUCTION MEETING. 15. ALL WATER MAINS AND SANITARY SEWER MAINS AND MANHOLES MUST BE TESTED IN ACCORDANCE WITH MPWSS AND COB MODIFICATIONS TO MPWSS PRIOR TO BEING PLACED INTO SERVICE. F' 16. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL +° NECESSARY PROJECT SITE ACCESS CONTROL DURING THE COURSE OF THE PROJECT. 17. THE CONTRACTOR WILL BE REOUIRED TO MAINTAIN A CLEAN JOB SITE. d 18. THE CONTRACTOR WALL BE RESPONSIBLE FOR RESTORING THE GROUND SURFACE TO A i PRE-PROJECT DISTURBANCE LEVEL INCLUDING BUT NOT LIMITED TO RESTORING to VEGETATION. GROUND COVER, AND STREET AND SIDEWALK RESTORATION AND REPAIR. fi 79. REFER TO SPECIAL PROVISIONS FOR PERMITTING REQUIREMENTS. 3 20.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION SAFETY AND SANITATION FACILITIES. 21. THE CONTRACTOR SHALL PROVIDE A SET OF AS-BUILT DRAWINGS TO THE RPR PRIOR TO THE FINAL ACCEPTANCE. E 22.CONTRACTOR SHALL ADJUST ALL MANHOLES IN ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD DRAWING # 02213-1. 23.CONTRACTOR SHALL ADJUST ALL WATER VALVES IN ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD DRAWING $02213-2. s 24.ALL CURB AND GUTTER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BOZEMAN STANDARD DRAWINGS # 02528-1. 8 25.ALL DOUBLE GUTTERS (VALLEY GUTTERS) AND FILLETS SHALL BE CONSTRUCTED IN _ ACCORDANCE NTH THE CITY OF BOZEMAN STANDARD DRAWINGS 8 02529-1 AND # 02529-2. 26.ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF i BOZEMAN STANDARD DRAWING B 02529-8 AT ALL INTERSECTIONS. NO. REVISIONS DRAWN BY DATE T PROJECT g: 16-003 WEST WINDS SW - Pl[�A 32 DISCOVERY DRIVE Civil Engineering DASE � Cfj SHEET w scort TE: 06/Oi/2018 BOZEMAN.MT 59718 O. PROJECT NOTES PHONE(406)582-0221 Geotechnical Engineering COVER & NOTES b FAX(406)582d77o D PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF i ,�,�flfeeenghe d ., Land Surveying E7NGINEERFNQ BOZEMAN MONTANA WEST WII�TDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG. MAF �� 1 °� •``� PROJECT NOTES SHEET INDEX CIVIL. ABBREVIATIONS: SHEET NO. SHEET NO. AC ASBESTOS CEMENT AESI STANDARD BORDER FORMAT COA COVER C3.1 SANITARY SEWER - NEW HOLLAND DRIVE AESI ALLIED ENGINEERING SERVICES, INC. CO.2 PROJECT NOTES C3.2 SANITARY SEWER - ALLEY A BLDG BUILDING C0.3 SHEET INDEX, LEGEND, & ABBREVIATIONS C3.3 SANITARY SEWER - ALLEY B BM BENCHMARKBOG BACK OF GRATE (GUTTER) DRAWING FILEPATH CO.4 EXISTING CONDITIONS & SURVEY CONTROL C3.4 SANITARY SEWER - ALLEY C PROJECT NAME CO.5 INFRASTRUCTURE OVERVIEW & PHASING CIL CMH CENTER OF MANHOLE SHEET DESCRIPTION CO.6 DATA TABLES - WATER AND ROADS C4.1 WATER - NEW HOLLAND DRIVE CMP CORRUGATED METAL PIPE LOCATION CO CLEAN OUT C0.7 DATA TABLES - SEWER C4.2 WATER - ALLEY A COB CITY OF BOZEMAN C4.3 WATER - ALLEY 8 CONC CONCRETE SCALE BAR C1.1 GRADING OVERVIEW PLAN C4.4 WATER - ALLEY C CU COPPER CY CUBIC YARD I C2.1 NEW HOLLAND DRIVE STREET& STORM DRAIN C5.1 STREET SECTIONS DI DUCTILE IRON DIA DIAMETER C2.2 ALLEY A STREET& STORM DRAIN C5.2 STREET SECTIONS DWG DRAWING / DISCIPLINE LETTER & NO. C2.3 ALLEY 8 STREET & STORM DRAIN C5.3 DETAILS E EAST PROJECT k 16-003 1 SHEET SHEET-DESCRIP'I'101� SHEET NO. WITHIN DISCIPLINE C2.4 ALLEY C STREET & STORM DRAIN C5.4 DETAILS EA EACH DATE: O6/DO/04 EG EXISTING GRADE CO-COVER.DwG XX.X C2.5 INTERSECTION - ALLEY A & BREEZE LANE C5.5 UTILITY CONDUIT PLAN ELEV ELEVATION C2.6 INTERSECTION - NEW HOLLAND DR & BREEZE LANE C5.6 UTILITY CONDUIT SECTIONS EDP EDGE OF PAVEMENT PRO ECT-1NAi� C2.7 INTERSECTION - ALLEY B & BREEZE LANE C5.7 UTILITY CONDUIT SECTIONS EXT'G EXISTING C2.8 INTERSECTION - ALLEY A & ALLEY C FD FLOOR DRAIN C2.9 INTERSECTION - END OF ALLEY A FDN FOUNDATION FETS FLARED END TERMINAL SECTION C2.10 INTERSECTION - NEW HOLLAND DR & ALLEY C FG FINISHED GRADE AESI STANDARD SHEET DESIGNATION C2.11 INTERSECTION - NEW HOLLAND DR & W OAK ST FLYD FLANGYDFIRE RANT C2.12 INTERSECTION - ALLEY C & ALLEY B FLR FLOOR C2.13 INTERSECTION - ALLEY C & WINDWARD AVENUE FT FEET LETTER DISCIPtJNE C2.14 WINDWARD SIDEWALK FIG FOOTING GALLONS CO.X GENERAL C2.15 SIGNAGE PLAN GPM GATE VALVE R MINUTE CI.X GRADING AND SITE PLAN HOPE HIGH C2.X ROADS & STORMWATER HORZ HORIZONTALLY POLYETHYLENE C3.X SANITARY SEWER HP HORSEPOWER HWY HIGHWAY Ca.X WATER ROAD NAME INDEX IE INVERT ELEVATION CS.X DETAILS DESIGN ROAD NAME PROPOSED ROAD NAME IN INCH INV INVERT ALLEY A FLURRY BYWAY LF LINEAR FEET ALLEY B ZEPHYR BYWAY LT LEFT ALLEY C MISTRAL BYWAY MAIL MATERIAL A. MECH MECHANICAL �1ZNL�5 -Q�re� MFR MANUFACTURER *12 Y � MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MPW MONTANA PUBLIC WORKS MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES IN NOTH BAXTM(.ANE S LEGEND NIC NOT IN CONTRACT v x 1\ PC POINT OF CURVATURE 4770 INDEX CONTOUR - FG (5' INTERVAL) 5 SEWER MAIN PE PLAIN D POINT OF INTERSECTION 2 4771 CONTOUR MINOR - FG (1' INTERVAL) s SEWER MAIN - EXISTING PL PROPERTY LINE rAST WANED$ �4770-- INDEX CONTOUR - EG (5' INTERVAL) -:-:-s-:- SEWER SERVICE PROP PROPERTY 8'lJ6G�pEpr($ PSI POUNDS PER SQUARE INCH VAILM&E y - - --r CONTOUR MINOR - EG (1' INTERVAL) QS SANITARY SEWER MANHOLE PSIG POUNDS PER SQUARE INCH GAUGE • FOUND MONUMENT AS NOTED PT POINT OF TANGENCY Q ® SEWER CLEANOUT PVC POLYVINYL CHLORIDE PROJECT'SITE' ~ $ O SET MONUMENT w WATER MAIN PRV PRESSURE REDUCING VALVE 2 CONTROL POINT - w - WATER MAIN - EXISTING 0 FLOW a WEST W;NDS:SW;i;; n � WI -X-X- FENCE - EXISTING n-n-n-n- WATER SERVICE R RADIUS +� OIfP OVERHEAD POWER - EXISTING FIRE HYDRANT RCP REINFORCED CONCRETE PIPE $ DUrstOn lid per -G-G- UTILITY GAS - EXISTING RDCR REDUCER r%op Rd ® BLOW-OFF HYDRANT ROW RIGHT OF WAY yy UTILITY PHONE - EXISTING p0 WATER VALVE RTR RGHDENT PROJECT REPRESENTATIVE D howa9k AUKS K(k)[ NOUN -E--E- UTILITY ELECTRIC - EXISTING 1=1 TEE S S SOUTH 5 UTILITY POWER POLE - EXISTING Fri CROSS SCH SCHEDULESTORM FLE3 - dS : -' Q O LIGHT POLE - PROPOSED Cj REDUCER SECT SECTION RAIN _of r' ELECTRICAL PEDESTAL - EXISTING T-1 BEND 55 SANITARY SEWER q:X ) END CAP FK ELECTRICAL METER - EXISTING STA STATION STD STANDARD G7�ReE�! s PROPOSED ROADWAY TELEPHONE PEDESTAL - EXISTING pQ STORM INLET/MANHOLE 5 VRLLEC �jf-SaO7 ler- CtCKA pmtK TBM TEMPORARY BENCHMARK ESTATES 1�.V� �5)l- PROFILE LABEL KEY P? GAS METER - EXISTING �s STORM LINE - EXISTING TBC TOP BACK OF CURB 3r ~ TDH TOTAL DYNAMIC HEAD oY" fin2 -lufllne L cp .,�.�? 'r �M GAS VALVE - EXISTING SD STORM DRAINPIPE TEMP TEMPERATURE �Y Colkge SR APOaO t GUY ANCHOR - EXISTING -coo- CULVERT - EXISTING TP TEST PIT ELEVATION ----_____ TW TOP OF WALL - EASEMENT LINE DITCH CENTERLINE - EXISTING TYP TYPICAL 3 Q: z BOUNDARY/LOT LINE EXISTING STORM INLET 8 O 2017 HERE O 20i7Corporation ` (� o `O o _ UBC UNIFORM BUILDING CODE Microsoft Cor Porelion bi t=nq W z t z z Q ALLEY CENTERLINE SEWER BEDDING DRAINPIPE UPC UNIFORM PLUMBING CODE - 0{ N>> TRENCH PLUG UG UNDERGROUND ROAD - CURB _ VICINITY MAP r`�� CONCRETE SIDEWALK ® DITCH BLOCK VERT VERTICAL 0 2000 4000 6000 0 STREET SIGN W WEST F UTILITY CONDUIT - W/ WITH .i SCALE (FEET) CD ) UTILITY CONDUIT/.EX. UTILITIES CROSSING W/O WITHOUT NO. REVISIONS DRAWN BY DATE ��✓✓ PROJECT g: 16-003 WEST WINDS SW - PHASE II SHEET •rm¢w soon 802EMANEMT 59718 g g _ DATE: O6/O7/2018 SHEET INDEX, LEGEND & ABBREVIATIONS PHONE(406)582-Ml Geot clinical Engineering ��°° COVER & NOTES C0.3 FAX(406)582-5770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF wwwa0l6Oengln Hng.Com Land Surveying ENGFNiMWNG T BOZEMAN MONTANA WEST WILDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF 1 °j�,.,,wot•`�� IINTDEX,LEGENTD,ABBREV. 'oAK AND DAVIS DAVIS LANE -- - - ROUNDABOUT 131- `- EXISTING WELL m0� EXISTING PUBUC USE EASEMENT SURVEY CONTROL POINT TABLE ^ PRELIMINARY ALLEY A EXCAVATION AUGNMENT I Point ({ Elevation Northing Easting Description eow 200 4743.28 531251.94 1564240.27 OPC HKM FLUSH 1 F - - --- _ _ _ _ 201 4740.72 531237.10 1564991.61 OPC HKM14531 FLUSH 202 4741.53 531192.24 1565001.18 OPC HKMi4531 FLUSH EX. OVERHEAD POWER (TYP.)J �1 I s I g 203 4742.56 531131.51 1565007.19 OPC HKM14531 FLUSH n I 204 4746.85 530871.94 1565003.36 OPC HKM14531 FLUSH A i ► I 205 4751.34 530554.83 1564998.71 OPC HKM14531 FLUSH II I 206 4756.75 530267.03 1564994-.39 OPC HKM14531 FLUSH 207 4757.96 530201.15 1565053.46 OPC HKM14531 FLUSH MATERIAL STOCKPILES � a f PQ I f I 'I I �+ I PRELIMINARY NEW HOLLAND EXCAVATION ALIGNMENT J Y EX. UNDERGROUND GAS (TYP.) I g PRELIMINARY ALLEY C EXCAVATION ALIGNMENT 1 t 3 � I � NOTES: 1. THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON \ I ONE-CALL UTILITY LOCATIONS AT THE TIME OF THE TOPOGRAPHIC _ I SURVEY AND MAY NOT BE ALL INCLUSIVE; PRIVATE LINES ARE NOT LOCATED BY ONE-CALL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES. 2. ELEVATIONS SHOWN ARE BASED ON NAVD 88 VERTICAL DATUM. MATERIAL STOCKPILE ar I GEOID 12A. DISTANCES SHOWN ARE GROUND. INTERNATIONAL fi FEET. = �• 3. BEARINGS SHOWN ARE GRID. DERIVED FROM GPS OBSERVATIONS o AND REFERENCED TO THE MONTANA STATE PLAN COORDINATE SYSTEM, NAD 83. PRELIMINARY ALLEY B EXCAVATION AUGNMENT 4. SURVEY COMPLETED AUGUST 2017. \- - - - _ - - --- _ c> I -- 5. ABANDON EXISTING WATER AND SANITARY SEWER MAIN STUBS p PER CITY OF BOZEMAN WATER AND SEWER DIVISION u g REQUIREMENTS. EXITING STRUCTURE TO BE REMOVED WATER AND SEWER SERVICES ARE TO BE ABANDONED PER NOTE 5. !-� 1 .� n ABANDON 8" SEWER MAIN II \ / S STUB PER NOTE 5. u EX. UNDERGROUND II 206 204 ® TELEPHONE (TYP.) EX. JUNCTION BOX Ter-- i[�- 1�T.. 7Ek---�3Et tEE �L1Et-1Ei1Eb-.ei 205 - --- -- - _ _ �� ®CT252010 ��f _ 207� WINDWARD AVE ABANDON 8" WATER MAIN DEPARTMENT OF STUB PER NOTE 5. i COMMUNITY DEVELOPMENT NO. REVISIONS DRAWN BY DATE 0 50 100 150 T PROJECT #: 16-003 SHEET WEST WINDS SW - PHASE II 32 DISCOVERY DRIVE � DATE: 06/01/2018 exo�r scort BOZEMAN.MT 59718 Civil Engineering Q0.4 SCALE (FEET) �µw EXISTING OVERVIEW & SURVEY CONTROLPHONE(406)582-0221 Geotechnical Engineering x°..orei ac FAX(406)582-5770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF v. v.aiIJedengfneertng.mm Land Surveying OVQGIYEfRtPHt ,°rASe° BOZEMAN,MONTANA � WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF OVERVIEW&SURVEY 14 R/%' y _._--_ - - _ 0.05 a �-- �i STREET LIGHT DAVIS LANE(EXISTING) — \ NEW RIGHT-OF-WAY - 1 Q PREVIOUS RIGHT-OF-WAY I in TEMPORARY CONSTRUCTION,:SEMENT vmi -� `!_- N -� m N N O O m p r0 .0 , a° , n O O n < I PLAN AND PROFILE o I vi rn C2•2 h SHEET VIEW(TYP.) i i _ I C2.4 if I I I I I I I ( i I I Ii C3.4 q n --� a C3.2 I f 11I I I f f f I I I I I,I 1 — —; ------; -----I ---; — r -- __ ALLEY i _I C4'2 _w n Wn 8 w- a T,Ip i. . ' _______ __-- - I FIRE HYDRANT sl- s w i s --- I- - f FIRE-HY_DRA-NT FIRE HYDRANT ---- -- -------' ----- ---- - �1 ----- s Ss 0 I-' > I I I I EX. WATER MAIN (TYP.) 1 STORM DRAIN II \\ c _ ~ ~ ~ INLET/MANHOLE (TYP.) rimy I I �r ox ' oroe - c I.. ,n m vim 0 m O m O m p m 0 tE F ( -I - I i 1 i EX. SANITARY SEWER MANHOLE (TYP.) ' I L_ FIRE HYDRANT L m 8- WATER MAIN NEW STREET LIGHT �f o w w�-- ILD N0. 706 C4.1 --w w ,; w w ' EX. FIRE HYDRANT(TYP.) x PER S it -— c�- ' I I w w � W w � w � I I I I i n ? IVBW HOLLAND DRIVE STREET LIGHT _ C I o z — --�— ---� f —��_ _--it F _ Q O I 8" SANITARY SEWER MAIN (TYP.) SANITARY SEWER MANHOLE (TYP.) - r- f 1 I J. cmi c 0 I m 'n e o vi Q p o c 0 of x p. o x O - �' �' rim ,.,1 I uim vim .� vim , vim vimLq' loop ^�O I I� z (7 f n m O >E I Q X FI4 1" WATER SERVICE (TYP.) EXISTING CONDI_TIONS BOUNDARY 5 7 nmo j �' �m� �$� e,�o iqp Inp H� I-r c pI H 4 ,° 4- SANITARY SEWERO i m , Nr FIRE HYDRANT SERVICE (TYP.) I z I i' +rI n m ml L - - - C2.3 - - 5 i I I I C3.3 I Q rzF - i c O FIRE HYDRANT _ ( 1 I -- I I s Wi _ C4.3 — — _ ------ —� -- i l s, A�LEY B s s —w t—r w w _W W o In s N ►sT--k°1--- - w _ ICI n&o I I I s s 5 s_itj S i s - QF �� ^ I ' EX. SANITARY SEWER MAIN (TYP.) rn I r E F ,o i.., 1I m E; x z .L-=ti- rt� Z =1 _ _=�-i-=-rr. I STREET LIGHT w —M M-- _��-.L'i x� y-� n�� EX. STORM INLET(TYP.) _ WINDWARD AVE(EXISTING) —s s s s s s n, NO. REVISIONS DRAWN BY DATE 0 50 100 150 11 WEST WINDS SW - PHASE II PROJECT �: 1/208 SHEET N w smrt 32 DISCOVERY DRNE i°� q• DATE: O6/O7/2018 ®• SCALE (FEET) BOZEMAN.MT 59718 Civil Engineering f'`� "awes INFRASTRUCTURE OVERVIEW & PHASING PHONE(406)582-0221 Geotechnica/Engineering ALL ( OVERVIEW FAX(406)5825770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF Land Surveying tlxa BOZEMAN MOIVTANA www.aWedengfneerf g.c Y/n g SERVK=�� WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF A ' °�•.,,,p.a1°°"� OVERVIEW&PHASII\TG New Holland Drive-Water Service Data Table NEW HOLLAND DRIVE Connection at Main End of Service' Station Offset Station Offset Service length Size and Material Phase SEGMENT SEGMENT LENGTH LINE/CHORD DIRECTION START COORDINATES END COORDINATES START STATON END STATION 13+0263' 11.OLT 13+02.63' 3&OLT 27.0 1"Copper,Type K,annealed.meeting AWWA C800 II 13+05.54 ILOLT 13+05.54 38.O RT 49.0 1"Copper,Type K,annealed.meeting AWWA C800 II L1 1171.83 N1'07' 14.29"E N 530142.8786 E 1564599.6333 1 N 531314.4815 E 1564622.5513 1 10+00.00 1 21+71.83 13+59.86 11.OLT 13+59.86 38.0LT 27.0 1"Copper,T K,annealed,meeting AWWA CBM 11 13+65.54 11.0 LT 13+65.54 38.0 RT 49.0 I'Copper,Type K,annealed,meeting AWWA C800 II 14+09.86 11.0 LT 14+09.86 3&OLT Z7.0 I"Copper,T K,annealed,meeti ng AWWA C800 II 14+15.54 ILOLT 14+15.54 3&0 RT 49.0 1"Co per Lype K an nealed.meeting AWWA CBW 11 ALLEY A 14+59.86 ILOLT 14+59.86 3&0 LT 27.0 1"Copper,Type K.annealed,meeting AWWA C800 11 14+65.54 II.OLT 14+65.54 38.0 RT 49.0 I'Copper,Type K annealed.meeting AWWA C800 II SEGMENT SEGMENT LENGTH LINE/CHORD DIRECTION START COORDINATES END COORDINATES START STATION END STATION 15+09.86 11.0LT 15+09.86 3&OLT Z7.0 In Copper,Type K,annealed,meeting AWWA CSW II 15+15.54 11.OLT 15+15.54 3&0 RT 49.0 I"Copper,Type K,annealed,meeting AWWA C800 II L2 1175.62 Nl' 55' 00.00"E N 530144.7738 E 1564318.1745 N 531319.7388 E 1564357.4943 1 10+00.00 21+75.62 15+59.86 11.0 LT 15+59.86 3&0 LT 27.0 1"Copper.Type K,annealed,meeting AWWA C800 11 15465.54 I1.017 15+65.54 38.0 RT 49.0 1"Copper,Type K.annealed.meeting AWWA CM II 16+09.86 ll.OLT 16+09.86 38.0LT Z7.0 1"Copper,Ty K,annealed,meeting AWWA CSW II 16+15.54 ILOLT 16+15.54 38.0 RT 49.0 1"Copper,Type K,annealed,meetin AWWA C800 II ALLEY 8 16+72'34 11.0 LT 16+72.34 38.0 RT 49.0 1"Copper,Type K,annealed,meets AWWA C800 II SEGMENT SEGMENT LENGTH LINE/CHORD DIRECTION START COORDINATES END COORDINATES START STATION END STATION 'End of Service is to the Curb Stop location in accordance with COB Std.Dwg.02660.6 Srrvicr length is to a int Sfl be and thr Right Way in arcurJance with COBStd.Dwg.026fi6& L3 928.06 N1' 0T 14.29"E N 530381.1586 E 1564878.6099 N 531309.0426 E 1564896.7605 1 10+00.00 19+28.06 Age A-Water Service Data Table ALLEY C Connection at Main End of Service' Station Offset Station offset Servile Length' Size and Material Phase SEGMENT SEGMENT LENGTH LINE/CHORD DIRECTION START COORDINATES END COORDINATES START STATION ENO STATION 12+50.3V CS RT 11t96.78' 25.0 LT 65.7 I"Copper,Type K,annealed,rae,eting AWWA C800 II 12-50.21' 0.51T 12+29.79' 25.0 IT 34.3 1"Copper,T K annealed,nwe ting AWWA CBW II L4 739.77 S89' 08' 57.30-E I N 530389.3592 E 1564326.3595 N 530378.3752 E 1565066.0521 1 10+00.00 17+39.77 12+59.79' 5.5LT 12+59.79' Z5.0 LT 19.5 1"Copper,Type K,annealed,mee ti ng AIVWA C800 II 12+92.80' S.SLT 12+92.80' 25.0 L7 19.S 1"Copper,Type K annealed,me e d ng AWWA CBM II 13+05.55 S.SLT 13+0555 36.0 RT 415 1"Copper,T annealed,meeting AWWA C800 II - 13♦28.82' 5.5 LT 13+2&82' 25.0 LT 19.5 1'Copper,T K annealed,mee d ng AWWA CBW 11 Ailey C-Water Service Data Table 13+61.83' se LT 13+61.83' 25.0 LT 19.5 1"Copper.Type K annealed,rae eti ng AWWA C800 II 13-63.33 5.5 LT 13+63.33 1 36.0 RT AILS 1"Copper,Type K annealed,meeting AWWA C8W 11 Connection at Main End of Service' 13+9L83' S.SLT 13+91.83' Z5.0 LT 19.5 1"Copper,T K annealed,meetin AIVWA C800 II Station Offsrt Station offset Service length' Size and MZeriil Phase 14+12.97 5.5LT 14+12.87 36.0 RT 42.5 1"Copper,T IC annealed,meeting AIVWA CBW II 1D+3S.09' &SLT 10+35.09' 25.0 RT 30.5 1-Copper.TypeK.annealed rneetIng AWWA C799 II 10+8701' 5.5 LT mt8201* 25.0 RT 30.5 1"Copper,T K,annealed,ineeti AW WA C800 11 14+24.1. S.SLT 14.24.91' 2S.0 LT 19.S i"Copper,Type K,annealed,meetin AIVWA C800 II 11+1213' 5.5 LT 11+12.IN 2S.ORT 30.5 1"Copper,T K.annealed,meetin AWWA C800 11 14+60.W 5.5 LT 14+6MW 25.0 LT 19.5 1"Copper,Type K,annealed,rneeti ng AWWA C800 11 11+48.45' 5.5 LT 11+48.45' 25.0 RT 30.S I"Coppe r Type K annealed ntee ling AWWA CWD 11 14+62.99 5.50 14-62.88 36.0KI 4L5 1"Copper,type K.annealed,awe dn AWWA C8m n 11+84.7r S.SLT 11+84.77' 25.0 RT 30.5 1'Copper,Type K.annealed,tneeti ng AWWA CW0 11 14+93.Sr 5.5LT 14+93.87' 25.0 L7 19.5 1"Copper,T e K annealed,nnee tinS AWWA CBM II 12+25.46' 5.5 LT 12+25.46' 25.0 RT 30.S I"Copper.T K.annealed,meeting AWWA CB00 II 15+12.89 S.SLT 15+12.89 36.0 RT 4LS 1"Copper,T annealed meeting AWWA C800 11 13+43.40 1 S.5 LT 13+43.40 25.01FIT 30.5 I"Copper.T K annealed,rameting AWWA CBDD II 15+23.8r 5.5 LT 15+23.87* 25.0 LT 19.5 1"Copper,Type K annealed,mee ti ng AIVWA 0800 11 13+89.78 5.5 LT 13+89.78 36.0 LT RLS 1"Copper,Type K,annealed,nnteetIng AWWA C800 II 15+56.88' S.SLT 1S+5&88' 25.0 LT 19.5 1"Copper,Type K annealed,mee 6 ng AWWA CBM II 14+0633 5.5 LT 14,06.33 2S.ORT 3mS 1'Copper.TypeK.annealed,nteeting AWWA C800 11 15+63.90 S.5LT 15+63.90 36.0 ITT 41-S 1"Copper,Type K annealed,rneeti all AV VA C800 II 14+42.91 5.5 LT 14M2.91 36.0 LT 30.5 1"Copper,Type K.annealed,meeting AW WA C800 II 15+92-W 5.5 LT 35+92.90' 25.0 LT 19.5 1"Copper,Type K annealed,race tin AWWA C800 11 14+61.33 14+61.33 5.5 LT 75.0 RT 30.5 I"Copper.T K.annealed meeting AWWA C800 If 16+12.90 S.S LI 16+12.90 3&OHI 41.5 1'Copper.type K annealed,meeting AWWA C8W 11 15+16.33 S.S IT 15+16.33 25.0 RT 30.5 1'Coppe,r,Type K,annealed,r-,eti ng AWWA CFW 11 16+Z5.91' 5.5 LT 16-25.92' 25.0LT 19.5 1"Copper,T K.annealed,meeting AWWA C800 11 15+7133 S.S LT 15+7133 25.0 RT 30.5 1"Copper,Type K,annealed,meets AWWA C800 11 16+SS.91' S.SLT 16+55.M. 25.0 LT 19.5 1"Copper. K annealed,meetin AWWA= II 16+34.30 S.S L7 16+3430 25.0 RT 30.5 1" r,T V.annealed nettingAWWA C800 11 16+88.92' S.SLT 16+8&92' 25.0 LT 19.5 1"Cop r,Ty K annealed.meetin AWWA C800 II 5.5 'End of Service is to the Curb Stop Imation in accordance with COB Std.Dwg.aW60-6 i 'End of Service is to the Curb Stop location in accordance with COB Std.Dwg.02660-6 Alley B-Water Service Data Table Connection at Main End of Service' Fire Hydrant Data Table Station Offset Station Offset Service Lemma Size and Material Phase Hydrant - 10+62.67 S.SLT 10+62.87 36.0 LT 30.5 1"Copper,Type K annealed,meetin AWWA C800 II Rom At Connectiot to Main location 6ury0epih Pipelnvert Leadfit) Elev.p Length Description 10t61.15' 5.5 LT 1OKi115' 25.0 ITT 30.5 1"Co er,7 annealed.meetingAWWA CBW 11 Station Offset Station Offset FG Dev. ram ft r 11+22.87 S.S LT 11+22.87 36.0 L7 30.S I"Copper,Type K,annealed,me e ti ne A%VWA C930 II New Holland Drive 12+71.35' ILO IT 12+71.30' 20.50 LT 475L23 8.96 4742.27 9.50 New Fire Hydrant,Per COB Std.Dwg.02660-4 11+19.B8' 5.5 LT 11+19.W 25.0 RT 30.5 1"Copper.Type K annealed,meeting AWWA CSW II I I+72.87 S.SLT I I+72.87 36,0 LT 30.5 1"Copper,Type K annealed,rnecti ng AWWA C800 II Alle B 10+2&97' 5.5'LT 10+2&94' 13.52'LT 4753.15 7.67 4745.48 &02 New Fife drool,Per COB Std.Dw.02660d E 11+69.92' 5.5 LT 11+69.92' ZSA RT 30.5 1"Copper,Type K annealed,meeting AWWA C8W 11 .€r 12+22.87 5.5 LT 12+22.87 36.0 LT 30.5 1"Copper,Type K annealed,meetin AW WA C800 11 glle C 10+30.11'1 S.S'LT 10+30.217 13.5Y LT 475L78 9.11 474267 &09 New Fire HVdmnt,Per COB Std.Dwg.02660-4 5 12+19.88' S.SLT 12+19.88' 25.0 Rr 30.5 1"Copper,T K annealed,rntee ti ng AWWA CBM II 8 12+72.87 5.5 LT 12+72.87 36.0 LT 30.5 1"Copper,T annealed,ntee ti ng AWWA C800 II b 12+69.W 5.5 LT 12+69.W 25.0 Ri 30.S 1"Copper,T K annealed,meeting AWWA CBM II 13+22.97 S.SLT 13+22.87 36.0 LT 30.5 1"Copper,7 e K annealed,meeti ng AWWA C8W II 13+191t1' S.SLT 13+19.88' 25.0 RT 30.5 1"Copper,Type K,annealed,-tirg AWWA COW 11 ROAD NAME INDEX 13+72.87 S.SLT 13+72.87 36.017 30.5 1"Copper,Type K,annealed,meetIn8AWWAC8W II 3 DESIGN ROAD NAME PROPOSED ROAD NAME 13+b9.88' S.S IT 13+69.88' 75.0 Ri 30.5 1"Copper.7 K annealed,meetin AWWA C800 O I4+30.17 S.SLT Id,+30.17 3601T 30.5 1"Copper,Type K annealed,meeting AWWA C800 11 ALLEY A BORA WAY ` E 14+28.7111' S.SLT 14f2A.7A' 25.0 RT 30.5 I"Copper,Type K.annealed,meetingAWWA CHK10 II ALLEY B ZEPHYR WAY 'End of Service is to the Curb Stop location in accordance with COB Std.Dwg.02660-6 ALLEY C MISTRAL WAY o 'Service Length is to a point 8-ft beyond the Flight of Way in accordance with COB Std.Dwg.02660-& s 8 Plan Sheet Updated By C&H Engineering & Surveying, Inc. 07/24/2018 N0. REVISIONS DRAWN BY DATE PROJECT $: 16-003 WEST WINDS SW - PRASE II SHEET 32 DISCOVERY DRIVE DATE: O6/Oi/2018 �aaat�s<pR 7� rc p 7� J�yy��c BOZEMAN,MT 59718 Civil Engineering C0.6 Oaw.w DATA TABLES - WATER AND ®AIDS PHONE(406)582-Ml Geotechnical Engineering ALIGNMENT TABLE w..arar FAx(aas>se2�no ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF www.a8iedenghteerog.00m Land Surveying EN(IMEERfNG T n•+'° ' BOZEMAI�T MONTANA �f�m WEST WILDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF 7 °M1r,,,p,u1°`�+ ALIGNMENT TABLES New Holland Drive-Sewer Service Data Table Alley C-Sewer Service Data Table Connection at Main End of Service` Connection at Main End of Service' Station Offset Station Offset Service Length Sim and Material Phase Connection Station Onset station Offset �MCe Length' Sbe end Materiel Phase 13+19.86 0 13+19.86 38.0 LT 38.0 4"PVC Pipe SDR 26 II 1D.87.01' S.S RT 10+87.01' 25.0 RT 19.5 4"PVC Pipe SDR 26 I 13+25.54 0 13+25.54 38.0 RT 38.0 4"PVC Pipe SDR 26 II 11.17.13' 5.5 RT 11+17.13' M.0 RT 19.5 4"PVC Pipe SDR 26 II 13+69.96 0 13+69.86 38.0 LT 38.0 4"PVC Pipe SDR 26 II 11+5345' 5.5 RT 11+53.45' 25.0 RT 19.5 4"PVC Pipe SDR 26 I I 13+75.54 0 13+75.54 38.ORT 38.0 4"PVC Pipe SDR 26 II 11+99.77' 5.5 RT 11+99.77' 25.0 RT 19.5 4"PVC Pipe SDR 26 11 14+19.86 0 14+19.86 38,0 LT 38.0 4"PVC Pipe SDR ffi 11 12+30.46 5.5 RT 12+30.46' 25.0 RT 195 4"PVC Pipe SDR 26 11 14+25.54 0 14+25.54 3&ORT 38.0 4"PVC Pipe SDR 26 II 13+22.93' S.5 RT 13+22.93' 25.0 RT 195 4"PVC Pipe SDR 26 11 14+69.86 0 1 14+69.86 38.0 LT 38.0 4"PVC Pipe SDR 26 II 13+78.22 5.5 RT 13+78.22 36.0 LT 41.5 1 4"PVC Pipe SOR 26 11 14+74.54 0 14+74.54 38.0RT 38.0 4"PVC Pipe SOR 26 II 13+93.83 5.5 RT 13+93.83 25.0 RT 195 4"PVC Pipe SOR 26 11 15+19.86 0 15+19.96 38,0LT 38.0 4"PVC Pipe SDR 26 11 14+31.35 5.5 RT 14+31.35 36.0 LT 41.5 4"PVC Pipe SDR 26 11 15+25.54 0 15+25.54 38.0117 38.0 4"PVC Pipe SDR 26 II 14+48.83 5.5 RT 14+48.83 25.0 RT 19.5 4"PVC Pipe SOR 26 11 15+69.86 0 15+69.86 3&0 LT 38.0 4"PVC Pipe SDR 26 11 15+03.83 5.5 RT 15+03.83 25.0 RT 19.5 4"PVC Pipe SOR 26 11 15+75.54 0 15+75.54 38.0 RT 38.0 4"PVC Pipe SDR 2b 11 15+61.31 5.5 RT I5+61.34 25.0 RT 19S 4"PVC Pipe SDR 26 11 16+19.86 0 16+19.86 38.0 LT 38.0 4"PVC Pipe SDR 26 II 16+'13.83 5.5 RT 16+13.83 25.0 RT 19.5 4-PVC Pipe SDR 26 11 16+25.54 0 16+25.54 3&0RT 38.0 4"PVC Pipe SDR 26 II 16.80.96 0 16r89.86 38.OLT 1 38.0 1 4"PVC Pipe SDR 26 Existing 16+90.14 1 0 1 16+9M14 3&ORT 1 38.0 1 4'PVC Pipe SDR 26 Eisting ` of Semice and Service Lenath Ifts,ed am t Rmaht of Wav accordance with COB Std.Dwe-02730-7. `End of Service and Service Length listed are to a point 8•ft beyond the Right of Way in accordance with COB Std.Dw.027302. Sanitary Sewer Manhole Table All A-Sewer Service Data Table Road MN ID Station I Offset MHHelort Extra Vertical Feet Descriptlom Notes C-ctlan at Main End of Service' New Holland Drive SSMH-(6) 17+3SA0'i 0 6.668 L668 48"Eccentric SSMH Existing Station Offset Steven Offset Service length_ Size and Material Phase SSMH-(7) 14+79.03'I 0 7.229 2.229 New 48'Eccentric SSMH 12+0178' 5.5 RT 12401.78' 25.0 LT 30.5 4"PVC Pipe SDR 26 II SSMH-(8) 12+36.90'l 0 7,S83 2.593 New 48"Eccentric SSMH f 12.1296 5.5 RT 12+72.96' 36,ORT 30.5 4"PVC Pipe SDR 26 II Alle A SSMH-16 17+37.51'1 5.5'RT 6,569 L560 49"Eccentric SSMH Existing 12+34.79 5.5 RT 12+34.79' 25.0 LT 30.5 4"PVC Pipe SDR 26 11 SSMH• 31 16+97.29) 5.5'RT 5.723 0.723 New 49"Eccentric SSMH 12."79 S.5 RT 12+64.79' 25.0 LT 30.5 4"PVC Pi SDR 26 II - 12+97.80 5.5 8T 12+97.80' 25.0 LT 30.5 4"PVC Pipe SDR ffi 8 SSMH• 18 1S+42.65'? 5.5'RT 6.736 1.736 New 48"Eccentric SSMH 13+22.86 5.5 RT 13+22.96 36.ORT 30.5 4"PVC Pipe SDR 25 II SSMH- 15 11+91.34'i 5.5-RT &213 1.213 New 48"Eccentric SSMH I 13.33.87 5.5 RT 13.33.82' 25.0 LT 30.5 4'PVC Pipe SDR 26 II Alley B SSMH- 13) 14+92.63': 5.5'ITT &711 3.711 Or Eccentric SSMH Existing 13.6683' 5.5 RT 13+66.83' 25.0 LT 30.5 4"PVC Pipe SOR 26 11 SSMH-(21) 12+44.56'I 5.5'RT 7.155 2.155 New 48"Eccentric SSMH 13+72 87 5.5 RT 13+72.87 36.0 RT 30.5 4"PVC Pipe SORffi 11 ( 13+9Elix 5.5 RT 13+95.83' 25.0 LT 30.5 4"PVC Pipe SDR 26 11 Alle D SSMH- 27 10+74.43'1 5.S'RT &354 L354 New 48"Eccentric SSMH 14+22.88 5.5 RT 14+22.88 36.ORT 30.5 4'PVC Pipe SDR 26 II SSMH•(27) 15+S7.77i 5.5'RT 6.717 1.717 New 48"Eccentric SSMH 14+29.81' 5.5 RT 14+29.81' 2SO LT 30.5 4"PVC Pipe SDR 26 11 1 ISSMH- 23 16+SL261 5.S'RT 6.421 L421 1 New48"Eccentr'ec SSMH 14+65.86' S.5 RT 14.65.86' 25.0 LT 30.5 4"PVC Pipe SOP 26 II 14+72.88 5.5 RT 14+72.88 36.011T 30.5 4"PVC Pipe SDR 26 11 14+9&87' 5.5 RT 14+98.8T 25.0 LT 30.5 4"PVC Pipe SDR 25 11 15+22.89 5.5RT 15+22.89 36,DRT 30.5 4"PVC Pipe SDR 25 11 ROAD NAME INDEX 15+2987 5.5 RT 15+28.87' 2S.0 LT 30.5 4"PVC Pi SOR 26 II 15+6189 5.5 RT 15+61.88' 25.0 IT 30.5 4*PVC Pipe SDR 26 11 DESIGN ROAD NAME PROPOSED ROAD NAME 15+72.90 S.S RT 15+72.90 36.ORT 30.S 4"PVC Pipe SDR 26 11 15.97.90 5.5 RT 15.97.90' 25.0 LT 30.5 4"PVC Pipe SDR 26 II ALLEY A BORA WAY 1-22.91 &S RT 16+22.91 3110RT 30.5 4"PVC Pipe SDR 25 11 ALLEY B ZEPHYR WAY 16+3091' S.S RT 16+30.91' 25.0 LT 30.5 4"PVC Pipe$DR 26 II ALLEY C MISTRAL WAY 16+60.91' 5.5 RT 16+60.91, 25.0 LT 30.5 4"PVC Pipe SOR 26 11 16.93.9Y 5.5 RT 16+93.92' 25.0 IT 30.5 4"PVC Pipe SDR 26 II I' h All 8-Sewer Service Data Table connection at Main End of Service' n mice length' Size and Material Phase Stado Offset Station Offset 10+82.87 5.5 RT 10-92.87 36.OLT 41.5 4"PVC Pipe SDR 26 10+79.68' S.5 RT 10.79.6R' 25.0 RT 19.5 4"PVC Pipe SDR 26 11 11+32.87 S.SRT 11+32.87 36.0 LT 41-5 4'PVC Pipe SDR 26 II i 11-29.92' 5.5 RT 11.29.92' 25.0 RT 19.5 4'PVC Pipe SOR 26 II 11+82.87 5.511T 11+82.87 36.OLT 41.5 4'PVC Pipe SOR 26 11 11.79.92' 5.5RT 11+79.92' 25.0 RT 19.5 4'PVC Pipe SDR 26 11 6 E 12+32.87 S.S RT 12+32.87 36,0 LT 41.5 4"PVC Pipe SOR 26 I I _ 12.29.92 5.5RT 12+29.92' 25.0 RT 19.5 4"PVC Pipe SOR 26 II 12.82.87 S.SRT 1 12+82.87 36.OLT 41.5 4"PVC Pipe SDR 26 II g 1247992' S.SRT 12+79.92' 2&0 RT 19.5 4"PVC Pipe SDR 26 11 6 13+32.87 S.S RT 13+32.87 36.0 LT 41-5 4"PVC Pipe SOR 26 It 13+2992' 5.5 RT 13+29.92' 25.0 RT 19.5 4"PVC Pipe SDR 26 I I 13+82.87 5.5 RT 13+82.87 36.0LT 42.5 4"PVC Pipe SDR 26 11 13.79.92' S.SRT 13+79.92' 25.0 RT 19.5 4"PVC Pipe SDR 26 I I 14+46.43' S.S RT 14a46.43' 36.OLT 41.5 4"PVC Pipe SOR 26 II 14447.72' 5.5 RT 14.47.72' 25.0 RT 19.5 4'PVC Pipe SOR 26End of Service and Service Lenvh listed am to a point 8-ft bevand the Ri.hr of wav n accordance with COR Std.Ehml,OM&Z 2 II 6 E Y 3 g Plan Sheet Updated By C&H Engineering & Surveying, Inc. 07/24/2018 '' NO. REVISIONS DRAWN BY DATE PROJECT #: 16-003 SHEET WEST WINDS SW - PRASE II 32 DISCOVERY DRIVE DATE: 06/01/2018 �.s<4R BozEMAN,MT 59719 Civil Engineering C®.`� o:µw I.�ATA TABLES - SEWED PHONE AN,M 59718 Geotechnical Engineering ALIGNMENT TABLE xa b>+ FAX(406)582-5770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF w Alledengineerhlg.com Land Surveying ENGlNF]ERNW3 BOZEMAN MONTANA a�.� WEST wrl\DS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG. MAF 1 °r+.•,.a..l ALIGNMENT TABLES y _ LA1�TE(EXISTING) PHASE 1 BOUNDARY — — ___� .n p�.,v� � I II II II II Ii II Is 'a N ALLEY A PHASE 2 BOUNDARY a cn _2.6% y r I n ^yam cn 1 _ p y� i A 4I � _ •_ _ _— I I I I I I I I I f i t _ a NEW fit 4ja f o W HOLLAND DRIVE 4� A Y) cn - 4 9 _ YYY .1 $ _ r ZI a ALLEY B--------------- (� - n i�JI � '• �� x ' ti y� 4 0CT 2 5 2318 1 9�sO Y)9, E Gar ARTIVIE(vT OF WINDWARD AVE(EXISTING) u NO. REVISIONS DRAWN BY DATE 0 50 100 150 PROJECT $: 16-003 SHEET V .wwcw xort WEST WINDS SW _ PHASE 11 2DISCOVERY DR 8 �E Civil Engineering DATE: 06/O1/2018BOZEMAN.MT 1l �11 +(• SCALE (FEET) crµ.w GRADING OVERVIEW IE�3dJ pi, PHONE(406)582-0221 Geotechnical Engineering GRADING PLAN bier i wwwa engneerFAX(406)582-6770 ALLIED PROJECT ENGINEER:ASG DRAWN BY: RSR, ASG, AJF lllediing.wm Land Surveying ElY61NEERIN!r r BOZEMAN MONTANA �4� WEST wII�DS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF °r ``�� GRADING OVERVIEW II / /6 W. ; ems, o of x x --- 0 0 NEW PROPOSED UTILITY CONDUIT CROSSINGS HOLLAND DRIVE N I f AND/OR EXISTING UTILITY CONFLICT SEE SHEETS C5.5-05.7.5.7. {I tN c O I PLAN VIEW-NEW HOLLAND DRIVE STREET&STORM LOW PT STA: 15+34.26 476 - - T l l r "" OW PT-ELE • 4746.18 4ELEV = 4754.68760 GRADE BREAK STA = 17+08.59 I PVI STA:1 +94.25 = 4754.68 I PVI ELEV: 746.58 GRADE BREAK STA = 11+74.73 K:72. 5 O.00x ELEV - 4753.29 LVC:B .00 475 - N m 755 X I h GRADE BREAK STA = 11+14. END OF PHASE II STREET IMPROVEMENTS v N a ELEV 4754.6868 - 475 ... -2.7pg 'cwi w _ _ _ _ . . _. - - - _ ... ... _ .__ - __ - _ .I. Y. 750 1 I EXISTING STORM INLET FINISHED GRADE SANITARY SEWER APPROXIMATE LOCATION OF PROPOSED UTILITY I 745 CONDUITS AND OR EXISTING UTILITY CONFLICT 474 i - - '- � -- -' - -- - ^, -'.Do% EXISTING STORM DRAIN TYP. CONTRACTOR TO VERIFY LOCATION AND I _— + DEPTH OF EXISTING UTILITIES. EXISTING GROUND I 474 EXISTING SEWER 740 WATER MAIN 473 - _--- - --- --- - - —— - -- - - - - -- - — - -- 735 7Z EXISTING WATER 5 a 473 --- 730 -- - - - 8 472 725 i UTILITY NOTES: 472 720 SEE NOTS 6, 7 & 41 ON SHEET CO.2 FOR UTILITY CONFLICTS, UTILITY CONDUITS, AND UTILITY CROSSINGS. MAY NOT BE ALL-INCLUSIVE. m„, ^ ep mm o fVp N r� p cal my rim •� o� of^a cd n� m ma or toa as pp ma n N 8 1.✓'- PROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o g EXISTING UTILITIES CONFLICT. o 'n o n o N 0 rn o v> o N o m o m o 0 o + + + + + + + + + + + + + + + ^ + + + PROFILE VIEW-NEW HOLLAND DRIVE STREET&STORM NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT #: 16-003 SHEET 0 50 100 0 5 10 i` WEST JCi T WINDS INDS SW V - PHASE AI 32 DISCOVERY DRIVE DATE: 06/07/2018 •5mR J��� BOZEMAN,MT 59718 Civil Engineering NEW HOLLAND DRIVE STREET & STORM DRAIN PHONE(406)582-0221 Geotechnical Engineering � C2.1 NEW HOLLAND ��, war FAX(406)582-5770 ALLIED PROJECT ENGINEER: ASS DRAWN BY: RSR, ASG, AJF N, .aflI�e�y�&V.� Land Surveying EMNE RING 1 BOZEMAN,MONTANA x� WEST WILDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: XSS, MAF ♦.,,,p.,1'`� NEW HOLLAND ST&STORM DAVIS LANE 0.05 ac.� r p -- !\ I I I-------------- ��� f� a� O- 'n OO aI 7 I .^i ,°.°s sN i „mi II`°O m O ^ OYaOIq - I ^ t-' I IPROPOS ED UTILITY CONDUIT CROSSINGS f\. m AND/OR EXISTING UTILITY CONFLICT TYP.16 I ri m ,. EE SHEETS C5.5-05.7 __- ----- _ - ------ '! ALLEY A_ t r m r—1--- --1- h �. 1 -- --==-+- -= ----- -�-- -----1 r--- ------ -- to m X F^ m I I I Sb � 1 f E O 7 n ir '6 1 ` Nz1- ierE I v 9 I , 'op M I * on I H I < - T m . T O_ _ PLAN VIEW-ALLEY A ROAD 476 760 n GRADE BREAK STA = 11+11.26 7IIII 1III1 I I II ELEV= 4753.87 GRADE BREAK STA = 17+21.90 GRADE BREAK STA = 17+37.ad1 475 ELEV = 4745.33 ELEV = 47�5.63 I l 1 � 755 EXISTING GROUND GRADE BREAK STA = 17+52.91 ELEV = 4745.32 II FINISHED GRADE 1 475 - -'�� - - -1.40R - - - - - -- - - - 1- 750 I I , SANITARY SEWER \ g } I 474 - f, _I iy -1.187 745 I � _EXISTING SEWER -- -�'- 474 -- - - _ - - _ - - -_� - - WATER MAIN - 740 a APPROXIMATE LOCATION OF PROPOSED UTILITY � 473 CONDUITS AND OR EXISTING UTILITY CONFLICT EXISTING WATER" I 735 0 -YP. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES. I a END OF PHASE II STREET IMPROVEMENTS s I 473 730 E UT;L TY NOTES: SEE NOTS 6• 7 & 41 ON SHEET CO.2 FOR UTILITY CONFLICTS, UTILITY - n m m In m w ^ o n m n ^ In CONDUITS, AND UTILITY CROSSINGS. MAY NOT BE ALL-INCLUSIVE. ria 0 'a Ca a+a a'a c ^v ^a �o Ina IAa .4 n l✓-" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 3 o .n In o o 0 0 In .n o .n o In o .n o 0 o PROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR + + + + + + + + + + + + + + + + + + + g EXISTING UTI T.ES CONFLICT, i PROFILE VIEW-ALLEY A STREET AND STORM NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT #: 16-003 SHEET u 0 50 700 0 5 10 WEST WINDS WWINDS SW - PRASE II 32 DISCOVERY DRIVE _ DATE: 06/01/201 C2.2 ALLEY 8 » •smR BOZEMAN.MT 59718 Civil Engineering C2.2 ALLEY STREET AND STORM DRAIN 9 9 � A 1� a+µw PHONE(406)SB2-0221 Geotechnical En ineerin b�I FAX(406)582-5n0 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF ..ypyay�9b�, Land Surveying ENGINEERING n..�° BOZEMAN,MONTANA WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG. MAF n.,.w°7•``� ALLEY A STREET&STORM U h ! 1 N N V O �r -- 1 N C WATER SERVICE (TYP.) (SEWER SERVICE,(TYP.) ri I n � I iv r E 0 y Q o _j[ 'ALLEY B � •�, � �}R 1 I (i7 I I r °, I 1• I N I o a m �I PROPOSED UTILITY CONDUIT CROSSINGS FO m c S F• x F n ac E., n x AND/OR EXISTING UTILITY CONFLICT TYP. r •�m 1 e m a .° -� e$ v ? o O ( SEE SHEETS C15 -05.7. TES TEL I I tEL-_�� irl TEL -TEL- -TEL TEL -1«- TEL--ie'L, lk L� WINDWARD AVE. PLANT VIEW-ALLEY B STREET AND STORM 0 476 ° N 760 Of a FINISHED GRADE n a 475 GRADE BREAK STA = 10+00.00 EXISTING GROUND GRADE BREAK STA = 14+77.10 m GRADE BREAK STA = 15+08.10 ELEV = 4753.73 ELEV = 4745.56 W ELEV = 4745.56 475 - -1.6 X' - 750 GRADE BREAK STA = 10+09.00 c; ELEV = 4753.46 0 474 __ "-.-_ --�_. _ _T_ _--- __ ---_ --. - - - __-_ ___ _.-_ ..--...- -„-_. .� -. H, - -� 745 SANITARY SEWER y APPROXIMATE LOCATION OF PROPOSED UTILITY I CONDUITS AND/OR EXISTING UTILITY CONFLICT 474 WATER MAIN EXISTING SEWER TYP. CONTRACTOR TO VERIFY LOCATION AND-4740 m DEPTH OF EXISTING UTILITIES. 473 - - - - -- __ - 735 6 EXISTING WATER I -- - 4730- UTILITY NOTES: - _ - E SEE NOTS 6, 7 & 41 ON SHEET CO.2 FOR UTILITY CONFLICTS, UTILITY END OF PHASE II STREET IMPROVEMENTS CONDUITS, AND UTILITY CROSSINGS. MAY NOT BE ALL-INCLUSIVE. '� o 472 725 C Mo� n a0 rf A N O t0 N N (O D 111�����:J:::J ' 3 PROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR np n mm o � n4 .n O1. n� co o� n°1 n rn EXISTING UTILITIES CONFLICT. u�i m� .nQ voice as n m v $ np �� na fa na r� < as �a v'a vp n n OCT 25 2018 o o O o 0 0 0 0 _ o � o � O � o � o � a � o D & 0 0+ + + + + + r+f + + .+ + .+0 8 DEPARTMENT OF PROFILE VIEW-ALLEY B STREET AND STORM COMMUNITY DEVELOPMENT' NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT g: 16-003 SHEET 0 50 100 0 5 10 WEST WINDS SW V - PHASE 11 32 DISCOVERY DRIVE _ DATE: 06/01/2018 BOZE•�R MAN,MT 59718 Civil Engineering «µw ALLEY B STREET' AND STORM[ DRAIN PHONE(406)582-MI Geotechnical Engineering � C2.3 ALLEY B �.�.3 b e. FAX(406)582-5770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG. AJF _w UieEengtneerhng.m Land Surveying EIVGTNFJ BVG T BOZEMANT MONTANA �.� WEST WILDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF 1 °j. °`�� ALLEY B STREET&STORM OT6 `J L0711 I .N LOT sq.ft. 5,500 LLl LOT 101 - I ~' 4it. � �.. I s / 5,313 4,983 q• 3,242 sq.ft. I _I q'tt'/j sq.tt. I LOT 7 LOT 10LOT 7 LOT p 3.255 st•.ft. j 5.419 I A I 5,500 5,313 L 7 ff Q j sq.ft. sq.ft. Q sq.ft. sq.ft.6 ?� .995^\ LOT 12\ - ,r I a q '.W., sq.ft. ` II I 31925 sq.ft. I LOT 8 LOT 9 I x I " Q I 7.293 ? I LOT 8/ 9 I LOTS LO 13 7,348 7,348 II - r I 6,692 ��p 1 II9 L_ sq.ft, I \sq.r' I z I O sq.ft. --J / sgftlk --------------- .1 y I t Y I LOT 14� _ 3,229 sq.ft. - - _LOT 15 C -4 } _i"r-- --F-_'} I .i 'B a 3.161 sq.ft. _ I I ALLEY C � �� L-� ?!^ ox '1 1 3.582 sq.ft. A PROPOSED UTILI'Y CONDUIT CROSSINGS / "•U > _ LOT LOT LOT3 LOT4 LOTS LOT LOT1 LOT2 LOT3 LOT4 LOTji AND/OR EXISTING UTIL�.TY CONFLICT TYP. - L0T6 LOT7 LOT LOT9 LOT Id (1� SEE SHEETS C5.5--05.7. A 4.356 3,465 3,465 3,465 3,465 4.293 4,293 3,291 3,225 3,225 3,223.225 3,225 3,22 3.291 4,314 d OPEN SPACE � 4 q•, ft. I s ft. s ft. s ft. s `t, s ft. s ,L s -sq.ft, s 't. `�� b,18? \ q" salt.t R"tt=� ft. s ft. sq.ft. .q. q. q. q• 4� 4 C., q. 71 1, ' z t W.OAK STREET PLAN VIEW-ALLEY C GRADE BREAK STA = 12+53.04 ELEV = 4751.93 N u1 HIGH PT STA: 11+55.48 m GRADE BREAK STA = 16+75.44 HIGH PT ELEV: 4752.66 N N ELEV = 4754.42 PVI STA:11+56.86 GRADE BREAK STA = 16+69.44 PA ELEV:4752.80 if 11 ELEV = 4754.54 K:43.31 F F GRADE BREAK STA = 13+03.05 LVC:70.34 v� n `n ELEV = 4751.93 476 0;n n ,-4760 cm o , < I GRADE BREAK STA = 16+83.94 _+� °}'� e m II FINISHED GRADE ELEV= 4753.92 w of - o GRADE BREAK STA = 10+00.00 475 v j fA v j - w v . O 755 ELEV = 4752.00 m m w 0.70 .03 0.78 - -0.849.-2 1 9L A- GRADE BREAK STA = 16+82.66 ELEV = 4753.85 750- GRADE BREAK STA = 10+11424 GRADE BREAK STA = 12+48.04 -- SANITARY SEWER 750 ELEV = 4751.66 ELEV = 4752.03 GRADE BREAK STA = 13+08.05 EXISTING GROUND ELEV = 4752.02 ' i 474 745 APPROXIMATE OCA?ION OF PROPOSED UT1L�.TY CONDUITS AND/OR EXISTING UTILTY CONFLICT TYP. CONTRACTOR TO VERIFY LOCATION AND § DEPTH OF EXISTING UTi LTIES. WATER MAIN 3 474 - - _. - - - - - - - 740 6 UTILITY NOTES: e SEE NOTS 6, 7 do 41 ON SHEET CO.2 FOR UTILITY CONFLICTS. UTILITY CONDUITS, AND UTILITY CROSSINGS. MAY NOT BE ALL-INCLUSIVE. 473 735 alpmm nrn m- m^ W O a a N N < N n nO n N ~4 n PROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR �a Ya va �� n� na as a �a ee ne 8 EXISTING UTILITIES CONFLICT. 0 0 0 0 0 0 0 0 o 0 o 0 0 0 o o �O v1 0 W) o o a PROFILE VIEW-ALLEY C NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET T PROJECT g: 16-003 SHEET 0 50 100 0 5 10 WEST WINDS SW - PHASE II 32 DISCOVERY DRIVE Civil Engineering _ DATE: 06/01/2018 • R BOZEMAN,MT 59718 �w ALLEY C - STREET AND STORM DRAIN PHONE(406)582-Ml Geotechnical Engineering � C2.4 ALLEY C ��.� b� FAX(406)582-5770 ALLIED PROJECT ENGINEER: 1189 DRAWN BY: RER, ASG, AJF ��,�1epenq}fw�.I� Land Surveyingovsfatrr=txllvt� BOZEMAINT,MONTANA ��� WEST WINDS SW-PH II DESIGNED BY: R8R, ASG REVIEWED BY: ASS, MAF •`�� ALLEY C I O 1 BREEZE LADE I k I N I 4 WATER MAIN (TYP.) . I N I ^' SEWER MAIN (TYP.) O O I K \N 47 aS,SO 1 47 q5 OO/ EXISTING VALLEY GUTTER r DRIVEABLE CONCRETE APRON AND SIDEWALK w 0 N F 1 —0. SP,IL �-- -- Iow- ----- --- .� ter--) y 1 9 V k PEDESTRIAN RAMP o S` 1�1 �� PEDESTRIAN RAMP L J 1 STA: 17+07.65 � N STA: 17+07.18 , OFFSET: 12.67R OFFSET: 12.76L TBC = 4745.79 Y TBC = 4745.98 < 1 w SAW-CUT EXISTING CURB I SAW-CUT EXISTING CURB RADIUS POINT STA: 17+04.39 1 STA: 17+0 I.41 STA: 12+42.19 OFFSET: 12.50E 21.0' EDP TO EDP RADIUS POINT TBC = 4746.03 FFSET: 12.50R " OFFSET: 32.5OR I ^.f 78C - 4745 82 $7A: 12+97.20 m o. OFFSET: 32.50R 6 STA: 16+97.67 / 17t00 v OFFSET: 12.50E vy, TBC = 4746.06 I '•6� STA: 16+91.09 70 1 S STA: 16+97.97 OFFSET: 17.00L_ 4745. F12 OFFSET: 12.50R TBC = 4746.11 —a— a—a—.a—: ,—a—a TBC = 4745.89 - s R25• Ia 5 I STA: 16+92.90 g OFFSET: 15.50Ri 5' TRANSITION TO SPILL CURB FROM DROP CURB TBC = 4745.95 5 47 q5 g0 I I - E 28.5' EDP TO EDP I � a DROP CURB �\ I �1 STANDARD CURB 3 I 8 Al - Vp 0� NO. REVISIONS DRAWN BY DATE 0 5 10 15 WEST WINDS DS SW - PHASE 11 PROJECT /: 1/208, SHEET BOZE AN,MT DRIVE 1 DATE: TION G2018 SCALE (FEET) µw[W score 80ZEMAN,MT 59718 Civil Engineering �- INTERSECTION GRADING C2•5 w INTERSECTION - ALLEY'A & ]BREEZE PHONE(406)582-0221 Geotechnical Engineering �•b,a, FAX(406)582-5770 ALLIED ' PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF _zflIecIengineering.mm Land Surveying ENGINEERING BOZEMAN MONTANA � WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF I °4'•...a•t•A• IIVT.-ALLEY A&BREEZE I WATER MAIN (TYP.) v' I -O.SR 0 � P^ O .PP" WV WATER MAIN (TYP. 4744 ''� AT 4q 2 SEWER MAIN (TYP.) V p1 AA2 `'B I BREEZE REE /E LANE � / C / O O SEWER /MAIN (TYP.) 47g4 j EXISITNG VALLEY 4744.1 GU TIER 7/ .\ � J j -� M 4j4. .42 Q -0.9R q7 qq2 4744.0 EXISTING SPILL RB EXISTING SPILL CURB ^Pp\ f P r PEDESTRIAN RAMP SEE DETAIL 3 ON SHEET C5.3 PEDESTRIAN RAMP SEE DETAIL 3 ON SHEET C5.3 STA: 17+05.10 OFFSET: 17.70R TBC = 4744.63 RADIUS POINT RADIUS POINT A STA: 17+02.35 7 0 STA: 17+02.65 />,/— OFFSET: 32.50L OFFSET: 32.50R a STA: 16+93.26 EXISTING STORM INLET(TYP.) OFFSET: 17.50R EXISTING TBC = 4744.67 / I STA: 16+93.23 OFFSET: 17.50L EXISTING TBC = 4744.54 // \MATCH EXISTING CURB & GUTTER MATCH EXISTING CURBI& GUTTER EDGE OF EXISTING ROAD IMPROVEMENTS "� a SAW—CUT EXISTING PAVEMENT BEFORE MATCHING ^o i 15 \A 3 PROJECT g: 16-003 SHEET N0. REVISIONS DRAWN BY DATE 0 5 10 15 7 WEST WINDS SW — PHASE 1�0/�/ 32 DISCOVERY DRIVE DAIS: 06/01/2018 yC umisr uort BOZEMAN,MT 5971E C%V%I Engineering INTERSECTON GRADING v2•6 SCALE (FEET) '"" INTERSECTION - NEW HOLLAND AND BREEZE LATE PHONE(406)582-Ml Geotechnical Engineering �•b� FAX(406)582.5770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF , www.a01e0enghvering.mm Land Surveying ENGfNEERING BOZEMAN T MONTANA °� WEST WMTDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF I ecA.cp °j•..•,w.l•`�• NEW HOLLAI�7D&BREEZE l i i WV Al A6 p0 �q�g520 WATER MAIN (TYP.) 15 00 q'1A5�0 I n _ I BREEZE LANE a'as'SO SEWER MAIN (TYP.) I a7gs 00 v> a jas'0 ss, - O 1 DRIVEABLE CONCRETE APRON AND 6' VALLEY GUTTER n (SHADED AREA) a7a5;> 60 a .o. o � PEDESTRIAN RAMP SEE I / DETAIL 3 ON SHEET C5.3 `— J STA: 14+61.36 I �� PEDESTRIAN RAMP OFFSET: 12.56L 3 RADIUS POINT EXT. TBC = 4746.25 /o STA: 17+88.11 N I 'm I STA: 14+60.92 RADIUS POINT OFFSET: 32.5OR TII OFFSET: 12.52R STA: 18+43.11 0 X. TBC\4746.23 OFFSET: 32.5OR '^ MATCH EXISTING CURB & GUTTER 21.0 MATCH EXISTING CURB & GUTTERr/ STA: 14+53.52 OFFSET: 12.50L TBC = 4746.21 STA: 14+53.52 + OFFSET: 12.SOR �5 STA: 14+48.45 2,5. 0 TBC = 4746.24 OFFSET: 15.SOL .—TBC = 4746.27 I STA: 14+46.95 ` OFFSET: 17.00R d6�0 TBC =�4746.31 i 5' TRANSI DR TION FROM OP STANDARD CURB CURB TO SPILL CURB _ 1 � o ryp a 10,a 1 � E I O � N g I v n - 28 5' DROP CURB v _ 0 NO. REVISIONS DRAWN BY DATE 0 5 10 15 _ WEST WINDS SW - PHASE II PROJECT //: 16-08 SHEET BOZEMAN,MT 55978 DATE: TION G2018 ��•� Civil EngineeringINTERSECTION GRADING SCALE (FEET) «""� INTERSECTION - ALLEY B & ]BREEZE PHONE(406)582-Ml Geotechnical Engineering FAX(406)582-5770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF —.zdIIede�gIne rft.00m Land Surveying ENGWEERING i BOZEMAN MONTANA WEST WILDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF °4..,.a.e ALLEY B&BREEZE Y I A STANDARD CURB I / I }5A yo ^h' 'I P 28.5 EOP 70 EOP :� I � O ST .I �•�.1; 1 R?. �, I A: 12+83.85 T OFFSET: 15.SOR TBC — 4751.43 1 R? S O 2 0 EDP TO EOP Y STA: 28 RADIUS POINTIIZ4 3 12 75 OFFSET:T: 11.i1.00R STA:10t26.49 w TBC = 4751.50 OFF:26.001 o rn o I � I m PEDESTRIAN RAMP I � M O STA: 12+56.33 STA: 12+60.95 ��h• OFFSET: 32.34R OFFSET: 38.83R TBC 4751.77 TBC = 4751.83 a�s2oo STANDARD CURB I O 0 h �4 o I N I � PEDESTRIAN RAMP gg 1��j WV J` ALLEY C / — 4751.60 4751J 0 6 4�`j1 g0 a Xt DROP CURB a o W I W qj 52 p016 O O � P < Cl N 4Ts210 / I SEWER MAIN (TYP.) K C 4T'.20 9 ?S N I ri K S STA: 12+27.95 ` FFSET: 12.49R 12125 TBC — 4752.11 FLAT CURB e u S 00 I- STA: 12+27.45 8 FFSET: 12.00R 4! I TBC = 4752.38 25.0 EOP TO EDP 1 = s S ti DROP CURB I ; \ \ \ I STANDARD CURB / 8 i ci 9 i S NO. REVISIONS DRAWN BY DATE 0 5 10 15 WEST ����� �� — PHASE �� PROJECT 1/208 SHEET um�w sc°n 4 BOZEMAN 32 EMT 597RY 1/8 E Civil Engineering DATE: O ON GR DI C2.8 SCALE (FEET) «.,.,y Y�TER��CT�®l�T - A]C.]C,EI'A ALLEY C PHONE(406)582.0221 Geotechnica/Engineering INTERSECTION GRADING .a ate, FAX(406)582-5770 II ALL PROJECT ENGINEER: ASG DRAWN BOZEMAI�T BY: RSR. ASG, AJF Mleditng.m Land Surveying OVGfNEERIN6 � WEST WINDS SW-PH DESIGNED BY: RSR• ASG REVIEWED BY: ASG, MAF 1 vnvw engneer MONTANA °ti,.,.w.t ALLEY A&ALLEY C ,ROW 'qmw \ I -------------- 25.0 EDP TO EOP o � 1 ,ri ry. s \ / / DROP CURB I ISTANDARD CURB s0 q 12tOO P o � -�4753.00 yN Fad 30 I4 00 4 � I 'b I r Y) 1 SS Im Y ^i TRANSITION TO DROP CURB \STA\11+79.46 TRANSITION TO STANDARD CURB 4753.50 OFFSET: 17.001. TBC = 4753.39 I II{75 SPILL CURB DEAD END SIGN I I K - I I ' 4�S a�s4 00 1 ` s s0 6 • i 4754.00 8 I i • - 5 17 TEL TEL—TEL TEL i - --lEL TEL-- —_.TEL I TEL TEL --TEL—TEL IEL--TEL ` -TEL TEL TEL In TEL TEL TEL TEL E »k --TEL--TEL TEL--TEL--TEL TEL—TEL TEL TEL—TEL—TEL—TEL TEL—TEL— / 7' 1 F 8 4j54..9n —� i a NO. REVISIONS DRAWN BY DATE 0 5 10 15 ',`_ SHEET �}�7�cT �7��g}�� c ;�] �[]�,�c PROJECT �: 16-003 WEST Y WINDS 1NDS SW � PHASE SE 11 32 DISCOVERY DRIVE � DATE: O6/Ol/2018 unrEr uon BOZEMAN,MT 59718 Civil Engineering INTERSECTION GRADING C2•Y SCALE (FEET) cww,u. END OF ALLEY A PHONE(406)582-Ml Geotechnica/Engineering •w wTaT r� FAX(406)582-5770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF —,a111edengbT rhg.mm Land Surveying ENGINEERING T BOZEMAN MONTANA W. WEST WILDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF °•..,.a.1' ALLEY A 9,1, WATER MAIN (TYP.) x i ' SEWER MAIN (TYP.) TRANSITION SIDEWALK TO NEW HOLLAND SIDEWALK 12 75 pp-� TRANSITION SIDEWALK TO NEW HOLLAND SIDEWALK I� K STA: 12+40.46 STA: 12+54.9 1 STA: 12+33.89 OFFSET: 11.00L OFFSET: 9.00E STA: 13+02.09 STA: 13+15.63 STA: 13+22.20 OFFSET: 15.50E EOC = 4751.72 OFFSET: 11.00E TBC = 4752.25 OFFSET: 9.00E TBC = 4752.29 I s, TBC = a752.25 OFFSET: 15.50E 5.0' SIDEWALK EOC = 4751.66 / ; TBC = 4752.29 Kam/ -O.Sx 5.0 SIDE\WALK DARD CURB 0 \� STANDARD CURB o DRIVEABLE CONCRETE APRON p'4 5' TRANSITION TO SIDEWALK WV' 1 0 F WV TO TRANSITION ANSISIDEW ION LK 6.5' INew Holland Drive - wI STA:12+42.40 a. OFF:0.00'or _ o w o I O ai ALLEY C 'n 1 DRIVEABLE o w CONCRETE APRON f � (SHADED AREA) ;\ STA: 12+40.46 i UU JJ OFFSET: 11.00R TBC = 475240 _ M ry I i I A][.elL.elEY C � ! STA: 12+54.00 DRIVEABLE o STA: 12+31.77 OFFSET: 9.00R y4 CONCRETE APRON 'n ) OFFSET: 17.00R EOC = 4752.10 (SHADED AREA) f TBC = 4752.58 } 1 'q STA: 13+15.63 C OFFSET: 11.00R FLAT CURB I 2 2 STA: 13+02.00 TBC = 4752.40 1 - OFFSET: 9.00R Cl� EOC = 4752.04 ■ 'e �. FLAT CURB I g STA: 13+23.70 I f� OFFSET: 17.00R TBC = 4752.58 I o 4 � ti� I j31.0' EDP TO EDP K E STANDARD CURB I 5.0' SIDEWALK Kr k I c STANDARD CURB I 4 a I 12+00 I s� NO. REVISIONS DRAWN BY DATE 0 5 10 15 T PROJECT y: 16-003 SHEETWEST WINDS SW PHASE u 11 32 DISCOVERY DRIVE Civil Engineering - DATE: 06/01/z016 ``�-y µmcr smrt ATT BOZEMAN,MT 59718 g g � _ INTERSECTION GRADING v2•1® SCALE (FEET) a.,uu, INTERSECTION EIZ�EC'g'I®N e 1�TlEW 1�I®I.I,A�T� $z ALLEY C PHONE(406)582-0221 Geotechnical Engineering ro.b,e FAX(406)5825770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF —.allledenglneedng.com Land Surveying ENQTNE'QtlNR WINDS BOZEMAN MONTANA ,<a:�� WESTLLANSW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF , °j•..,,w.1``�� NEW HOLLAND&ALLEY C 4 I 0. • 1 [f�-V/9J, fib. 47gq,00 P4. � 4 2 J \ � J SO\ P « 0� 5.0' ® / I 4755.00 -4754.50 L-TEL TEL TEL--'�-TEL TEL TEL EDP TO EDP T. -_� � TEL TEL _ TEL_ TEL L TEL TEL-TEL TEL TEL -TEL TEL TEL TEL TEL TEL TEL- / I qsq 00 SAW-CUT EXISTING - SIDEWALK TO TRANSITION TO NEW HOLLAND REMOVE EXISTING SIDEWALK SAW-CUT EXISTING PEDESTRIAN RAMP PEDESTRIAN RAMP SIDEWALK TO TRANSITION RE TO NEW HOLLAND 4755.50� STA: 11+26.30 a RADIUS POINT OFFSET: 17.50L STA:11+26.30 TUC = 4754.49 OFF:32.501 CONCRETE FILLET STA: 11+26.61 RADIUS POINT bT .(� OFFSET: 17.50R STA:11+26.61 6 TBC = 4754.69 OFF:32.50'R EXISTING SIDEWALK I 4754.50 `'B; STA: it+15.36 O OFFSET: 19.49E T� s1b E%ISTING SIDEWALK EOC = 4754.46 'O• ?' ;-gym STA: 11+15.55 i FFSET: 19.59R 0 EOC = 4754.73 SAW CUT AND MATCH EXISTING TBC 1 STA:11+11.30 OFF:32.431 o « DIRECT FLOW FROM CURB TO VALLEY GUTTER SAW CUT AND MATCH EXISTING TBC - ' 4 475- STA:11+11.61 .c -0.5x - -- OFF:32.57'R i i I VALLEY GUTTER FLOW LINE I $ REMOVE EXISTING CURB & GUTTER STANDARD CURB a STA: ,1+09.31 STA: 11+09.49 EXISTING STANDARD CURB OFFSET: 32.42L OFFSET: 0.00 STA: 11+09.61 6 i EOC = 4754.39 EOC = 4754.57 I OFFSET: 32.58R IEOC = 4754.74 EXISTING WEST OAK STREET 00 1 • � E I - I � I 3 I g I - I NO. REVISIONS DRAWN BY DATE 0 5 10 15 T _ PROJECT /: 16-003 SHEETWESTWINDS SW PHASE 71 32 DISCOVERY DRIVE Civil Engineering DATE: 06/01/2018AD BOZEMAN.MT 59718 g g - INTERSECTION GRING Nary v2`1 1 SCALE (FEET) a�ww INTERSECTION - NEW HOLLAND �}�TD fP_ W. OAK PHONE(406)582-Ml Geotechnical Engineering NEW 7`I 1C3 JLJLa lu 1L1� SAL W. L"Sl.d� FAX(406)5825770 Land Surveying IXGINEER/NG PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF _.a111eden lneedn.wm sE7tNeERatG WEST WINDS SW-PH I1 `n•=�° ' BOZBMAN MONTANA 9 9 y g DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF 1 °j�..,.r,°1"�, NEW HOLLAND&W.OAK I pqD P C B STANDARD CURB .M1� Pyti 'SO 5' TRANSITION TO DROP CURB 5.0' 28.5' EI P TO EDP STA: 10+40.99/ OFFSET: 17.00R STA: 10+38.77 TBC = 4752.86 OFFSET: 15.50L R2.5' TBC = 4752.93 .5• I a75A p0 R25 I ?S• STA: 10+32.56 OFFSET: 11.15R STA: 10+32.20 I TBC = 4753.05 RADIUS POINT OFFSET: 11.001- STA:10+25.88 TBC = 4753.07 s RADIUS POINT OFF:26.00'L � J STA:10+26.12 oo OFF:26.00'R 7 18.0• ui 0 1 P ESTRIAN RA P o PEDESTRIAN RAMP M N M I n STA: 10+15.32 OFFSET: 38.61 L � TBC = 4753.43 mk a STAND RD CURB STA: 10+15.69 (ice OFFSET: 40.70R ' STA: 10+10.88 I \�O TBC = 4753.94 q OFFSET: 25.93L -o.7x -o.7x TBC = 4753.54 STA: 10+11.16 OFFSET: 34.15R -0'7x ALLEY e'? -`9* °•? TBC = 4753.82 �+ C -0.8x m N -1.lx STA: 10+10.85 GRADE BREAK OFFSET: 32.02L ¢- WV ALLEY C - TBC = 4753.49 n; 1 S. 475A.00 n WATER MAIN (TYP.) - - - - _ - gC_-BEGIN: 10+ _- - 4753_80 O m n1-o� 4753 90 � o � o O 4753 0 i1 SEWER MAIN (TYP.) I I I SEWER MAIN (TYP.), i s ` � i ■ I � 4754 50 i x i � i a I FLAT CURB I o 475: 3 "s 40 f 47si i NO. REVISIONS DRAWN BY DATE 0 5 10 15 �}�J�FAT�'pc c��[] T[�p(��` �F$ PROJECT #: 16-003 SHEET b'4'I DS S WV - PJ[JL1' SE 11 32 DISCOVERY ORNE DATE: 06/O7/2018p�1BOZEMAN,MT 59718 Civil Engineering INTERSECTION GRADING v2•12 SCALE (FEET) w INTERSECTION _ ALLEY B &ALLEY C PHONE(406)582-Ml Geotechnical Engineering «e-1 m FAX(406)582-5770LLI )D- WESTPROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF -.allledengtl 01g.wm Land Surveying ENCil1YEER1 i BOZEMAN MONTANA WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF „[A�`o 1 °j•..,,v.s,., ALLEY B&ALLEY C 1 \ \ I PROPOSED SIDEWALK ON WINDWARD . pd \p 1 1s � 47540) IEXISTING CURB & GUTTER w 5• 0 \ k STA: 10+15.69 —OFFSET: 40.70R I ' TBC = 4753.94 MATCH EXISTING CURB _ STA:16+81.87 OFF:14.001 —o.71c I 5' TRANSITION TO SIDEWALK STA: 16+55.59 ; OFFSET: 15.50L o WATER MAIN CONNECTION TO EXISTING TBC = 4754.49 ALE Y\Yy C 00 WATER MAIN (TYP.) STA: 16+62.35 4754 OFFSET: 11.00L '� TBC = 47154.63 R a . o o w � W O —0.—W ______y K _ _ _ _ — _ _ _ _ w p ia1— I 1 16 p 4 pj of N lb J tl SEWER MAIN (TYP.) i DRIVEABLE CONCRETE APRON tl I 4754'50 tl TRANSITION TO DROP CURB STA: 16+62.35 _ ' FFSET: 11.00R TBC = 4754.63 MATCH EXISTING CURB tl b tl STA: 16+54.27 k' STA:16+81.88 OFFSET: 17.00R OFF:14.00'R TBC = 4754.91 FL CUR 4754.90 4755.00 i �a 3 4755.10 °. MATCH EXISTING SIDEWALK ' 7 5 S 4755.20 3 4755.30 � � 8 4755.40 0 9 I NO. REVISIONS DRAWN BY DATE 0 5 10 15 _ WEST WINDS SW _ PHASE 11 PROJECT /: 1/208 SHEET ,woircw soon BOZEMANEMT 5971 9 8E Engineering DATE: 06/O7/2018 plea SCALE (FEET) Civil En sneer%n INTERSECTION GRADING v�•�� w.w.Y INTERSECTION _ ALLEY C &WINDWARD PHONE Geotechn%cal Engineering „,.w of s� a FAX(406)582 Sno ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF www.allietlenglnee6770 Land Surveying EN�INFEE T BOZEMANT MONTANA WEST WILDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF A 1 °'�•.,,r.•1•``• WII�TDWARD&ALLEY C O ' - , (V Y O n m a a i m r IF r I g U1 A EY B � 1 I I CONSTRUCTION NOTES: O Q t D m O ✓� INSTALL PROPOSED SIDEWALK ON I - I c �'v 0 °1 c 0 �'v 0 0'Q p rn '�X F WINDWARD AVE. TO DRAIN WITH A ,PROPOSED SIDEWALK .. a -' .I PROPOSED SIDEWALK I z MIN. 2%SLOPE TO THE EXISTING STP.:1+23.33` �* /I Cr1 CURB & GUTTER. r / STA:5+77.92 OFF:8.33' 4 - - OFF:73.37_L� THE BACK OF THE SIDEWALK IS TE��---�� I _ ` 1Q 1EL 1t2t«-- TEL TCL. LOCATED i' FROM THE EDGE OF E- THE RIGHT OF WAY ON WINDWARD 0 AVE. 0 0 REMOVE ALL SEWER MAIN EXISTING SIDEWALK o o� ` VERIFY LOCATION OF VERIFY LOCATION OF WINDWARD AVE, EXTENSIONS TO WITHIN EXISTING WATER AND EXISTING WATER AND RIGHT-OF-WAY AND CAP. PER ( SEWER STUBS AND SEWER STUBS AND COB SPECIFICATIONS. REMOVE. (SEE NOTES) REMOVE (SEE NOTES) �q REMOVE ALL WATER MAIN 5.0 CONCRETE SIDEWALK 7� EXTENSIONS TO EXISTING TEE AND CAP. PER COB SPECIFICATIONS. PLAIN VIEW-WINDWARD SIDEWALK 476 - n 765 + N N + cli in cj< /J -- o .j GRADE BREAK STA = 0+00.00 ¢ II x ELEV = 4756.23 a' W II !n `tN F N �D > n 475 755 D CEME "'I -7 3z W w 475 PROFILE APPROXIMATION OF -7 750 OCT 25 2018 LU EXISTING EDGE OF PAVEMENT ON ! WINDWARD AVE (SHOWN FOR VISUAL -0 30R 11-16 REFERENCE ONLY) - -- __ DEPARTMENT OF 47a - COMMUNITY DEVELOPMENT 11 474 -"--- - - - - - ----- --- --- --- - - -- - - - - -- - -- - 740 E 473 735 N 16 00 0 0 0 0 0 0 0 0 0 0 0 0 0 + 0 0 n o a v1 in m �o s f PROFILE VIEW-WINDWARD SIDEWALK NO. REVISIONS DRAWN BY DATE LiORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT y: 16-003 SHEET 0 50 100 0 5 10WEST WINDS S JL7� PHASE 11 32 DISCOVERY DRIVE Civil Engineering _ DATE: O6/01/2018 •_�� BOZEMAN,MT 59718 w WINDWARD SIDEWALK PHONE(406)582-Ml Geotechnical Engineering � WINDWARD �.�.n�91 rm.roam�c FAX(406)582-5770 LLfIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJf wwwa0leaenglneeArg.com Land Surveying , ,- BOZEMAN MONTANA � WEST WMDS SW PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF on„ ,.v.u1°``' WIAIDWARD SIDEVI'ALK i OOtI R6-2R (24v X 30") ROAD NAME Breeze Lane STA:11+55.25 R6-1R (36" X 12") OFF:20.23'L DAVIS LANE(EXISTING) D3-1 9" Breeze lone - - - - - - - - - - ! _ STA:11+03.30 O _ OFF:7.75'L 1 - NO PARKING WEST SIDE OF ALLEY A 1 WAY o R7-ID (12"AlleyB'A I mot- `.d STA:12+74.92 D3-1 (2) (9") R7-ID (12" X 18") 00}Zl R6-1R 36" X 12" R6-2R 24" X 30" z + y OFF:17.921 Alley A Alley A II STA:1 a ST 90.4'OFF:16.39'R OFF:19.98L __OM4-2 (3) (18" X 18") ti o R7-lD (12" X 18")'� STOP o Alley A o -ALLEY A STA o :11+76.70 • o Oo - Io --+----+ OFF:2.55'L o 0 R7-IoR (12" X 18") • 0 0 0 �- C'- 1 Alley A OOtfl 4 ' STA:12+83.85 I o RI-1 30" X 30" R7-ID (12" X 18") OFF:18.50'R R7-1aL (12" X AlleyA I Alley C I STA:16+72.11 ' STA:10+22.22 R7-IQL (12" X 18") OFF:19.20'R OFF:20.00'R Alley D I NO NO STA:10+49.13 PAM Paz OFF:18.50'L R1-1 (30" X 30") HM TO CORWR a NO PARKING SOUTH SIDE OF ALLEY C-_ (9. STA:17+102.00 ley OFF:15.50'R R7-1D (12" X 18") [1y R7-IoR (12" X 18") I R7-1aR 12" X 18" R7-1aL 12" X 18" i Alley C •G Alley D 00}111 STA:12+02.95 n STA:12+15.89 OFF:20.25'R OFF:18.501 R1-1 (30v X 30") 133-1 (2) (9") NO 1 R7-ID Holland X rive Breeze Lone PANo PANTO fNO New Hollond Drive I STA:eze L netit+ AM STA:11+65.79 OFF:20.50'R bG OFF:20.50'L I R7-loL (12" X 18-) R7-loR 12" X 18" 1 +, R1-1 (30" X 30") New Holland Drive ( ) I STA:12+86.30 New Holland Drive R7-1R 12" X 18" R7-ID 12" X 18" R7-IL 12' X 18" D3_1 (2) rive I STA:16+88.52 New Holland Drive OFF:20.50L OFF:20.531 STA:11+35.79 OFF:20.50171 OO t 51 ••• ••• ••• 0 a -�- o_NEW HOLLAND DRIVE t-� � - m ---4--�- "i � ••• ••• ••• R7-1D (12" X 18-) R7-IoR (12" X 18") 'cJ New Holland Drive New Holland Drive R7-1oL (12" X 18") I STA:11+46.94 R7-1D (12" X 18") STA:12+86.50 New Holland Drive ` OFF:20-50'R ALLEY C OM4-2 18" X 18" (z3) I OFF:20.50'R STA:16+88.46 00+91 R7-1 (30" X 30") I DEAD END BARRICADE STA:13+23.70 OFF:20.48'R `: Breeze Lane OFF:20.00'R PER COB STD. DWG 09810-2) _ I _ _ STA:15+77.14 l Alley 1 C (12 X 18) OFF:20.50'L " 1 STAY73+43.31 ' OFF:18.81'L IMPROVEMENT BOUNDARY m I Z r I zNO PARKING SOUTH SIDE OF ALLEY C R7-IoR (12" X 18") OOtLI NOTES; Alley C I STA:15+13.77 R7-1aR (12" X 18") SIGN INSTALLATIONS SHALL ADHERE TO CITY OF BOZEMAN. AND MUTCD oo OFF:18.501 Alley B STANDARDS. ` o STA:14+46.05 1 '� o R7-laL (12" X 18v) OFF:18.46'L SIGN LOCATIONS SHALL BE PER COB STD. DWG.'S 09810-1; 09810-2; AND - + Alley 8 09810-4. - STA:10+38.77 - OFF:18.50'L y ALL CURBS WITHIN 20 FEET OF PEDESTRIAN RAMPS, WITHIN 30 FEET OF STOP = I 1.o § SIGNS, AND BETWEEN NO PARKING" SIGNS SHALL BE MARKED WITH YELLOW D3-7 (2) (9-) CURB MARKING PAINT TO INDICATE NO PARKING. AlleyB a` - N. - i 00 9C Tn 8 STA:10+33 ALLEY B aa --~- +--- NO PARKING IS ALLOWED ON SOUTH SIDE OF ALLEY C. EAST SIDE OF ALLEY B, o AND WEST SIDE OF ALLEY A. THESE NO PARKING AREAS ARE TO BE PAINTED 4 OFF-.16.2TR YELLOW. Alley B R7-ID (12- Xl18") R7-1D (12- X 18") I ' g BLUE STREET SIGNS MUST BE PROVIDED I ED FOR ALLEY A. B AND C. ALL ALLEYS STA:10+40.27 Al Al ARE PRIVATE STREETS. R7-1D (12' X 18") OFF:20.00'R STA:14+27.29 I le C I i UTILIZE STANDARD CITY OF BOZEMAN STREET SIGNS FOR ALL OTHER STREET STA:15+90 26 R7-1aL (12" X 18") OFF:20.38'R I E SIGNS ON PROJECT. OFF:19.98'R I Alley C NO PARKING EAST SIDE Of ALLEY B � STA:75+93.09 RI-1 (30" X 30v) PRIVATE STREET NAMES SUBJECT TO CIS APPROVAL. SEE SHEET CO.6 FOR I OFF:18.50'L Alley B OO -6l o PRIVATE STREET NAMES. STA:14+57.20 S " OFF:15.50'R I e �- �i 3 IL - ® - - - - - - - - - - - - - i l 8 1 R7-1oR (12" X 18"1 I WINDWARD AVE .. _ Alley C STA:16+45.77 .I 4 - " OFF:18.501 o l6'00 N 0+00.91 i NO. REVISIONS DRAWN BY DATE 0 50 100 150 WEST WINDS c��{J �[]�j�cam` 7�F PROJECT �: 16-003 SHEET v s EST •`7 I �L S S W®' � P117LL'�SE 11 32 DISCOVERY DRIVE Civil EngineeringC41E DATE: 06/01/2018 /-•�1�•n SCALE (FEET) r sort TT }�T BOZEMAN,MT 59718 SIGNAGE PLAN {� 1 a'"'+'v' ®�� SIGN AGE���i PLAN PHONE(406)582-MI Geotechnical Engineering -b,a+ FAX(406)582-5770 LIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF www.ypedenglneerIny.mm Land Surveying OVGIN�IIMfi WINDS BOZEMAINT MONTANTA •� WEST V1 I1�DS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF °'•,.,.v..t"�� ROAD SIGI�TAGE PLAIN FFORDABLE HOUSING LOTS EX.WATER SERVICE 7 1 N I I O BE REMOVED O r E- I a I. PER CITY STANDARD I SEWER SERVICE TO �'� BE ABANDONED IN PLACE •I I II O 0 — I a c - N .n EX.WATERISEWER 1 SSMH P o o x o o SERVICES TO BE - (8) _ I ^ m F F r I� -o x Im o r F o X UTILIZED FOR LOT 48'I ECCENTRIC SSMH I �n 1 ,n°+ In m \,�m' STA:12+36.90 SSMH - (7) OFF:0.0 e D I 48" ECCENTRIC SSMH END OF EXISTING + 3 SEWER MAIN STUB L, i— O F: I T TA:16+76.35 J ► EXT. SSMH - (6) I l 48" ECCENTRIC SSMH 90* STA:17+35.00 W - OFF:0.0 O~__� �•f N 41 I W ' AW N W L• N W W W O i p NEW HOLLAND DRIVE PROPOSED U..iiTY CONDUIT CROSSINGS mv F -` •� — —i._l -- -- — Y — ---- _ AND/OR EXISTING UTILITY CONFLICT TYP. d Q 4" T R SEE SHEETS C5.5-05.7. 00 m - y 1 SERVICE (TYP. �_� I �� � I I xF oC E- or o o E umi."- F,—� O0 m I n I nm o SEWER SERVICE LOCATIONS ON Wo ( �. NEW HOLLAND HAVE BEEN N c p — I UPDATED.REFER TO UPDATED TABLES ON SHEET Co.7 PLAN VIEW-NTEW HOLLAND DRIVE SEWER ` 476 760 475 755 APPROXIMATE LOCATION OF PROPOSED UTILITY CONDUITS AND/OR EXISTING UTI-i TY CONFLICT EXISTING GROUND TYP. CONTRACTOR TO VERIFY LOCATION AND SSMH - (7) EXT. SSMH - (6) RIM:4746.94 RIM:4744.17 DEPTH OF EXISTING UT;�I?iES. 475 H HEIGHT: 7.23• MH HEIGHT: 6.67• 750 SSMH RIM:4751.98 B" INV IN:4a3B3-(S)4739.91 " INV IN:4737.71 (S) MH HEIGHT: 7.58' 6" INV OUT:4739.71 (N) Z8" " INV IN:4737.71 (E) 8" INV IN:4744-60 (W) FINISHED GROUND " INV IN:4737.70 (W) 8- INV IN:4744.60 (E) INV OUT:4737.50 (N) C�F 474 8" INV OUT:4744.40(N) 5.0• MIN I I 745 COVER t.R I N. F3 7 R I - EXIS NG STORM DRAIN SEPARATION ! -1.89- 474 WATER MA 95- 1 ^ R -- _ .at. ^---- - 740 zc UTILITY NOTES: - -- -- SEE NOTS 6, 7 & 41 ON SHEET CO.2 FOR UTILITY CONFLICTS, UTILITY ' CONDUITS, AND UTILTY CROSSINGS MAY NOT BE ALL-INCLUSIVE. 473 SE CONTRACTOR TO VERIFY MIN. 735 LOCATION AND ELEVATION PARA710N� _ aPROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR OF EXISTING SEWER MAIN STUB AS-BUILT INV: 4738.17 EXISTING UTILITIES CONFLICT. 473 730 x NOTES: ALL SANITARY SEWER MAINS SHALL BE 8-INCH, ASTM 472 - 725 D3034, SDR 35. GRAVITY SEWER PVC. oQ ALL SEWER SERVICE STUBS SHALL BE 4-INCH SDR 26 PVC. ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH 472 COB STD DWG. 02221-1. 720 atOo 1D j� nIq ALL SEWER MAINS ARE WITHIN PLANNED PAVED o cjw ot - STREETS/ROADS: THUS ALL TRENCH BACKFILL SHALL BE na �a v 'ins 'ten �v TYPE A. 8 INSTALL RIGID BOARD INSULATION IN AREAS WHERE TOP o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - O I(1 O N N O ,rt N O N O O O N O OF PIPE IS ABOVE 5• BURY FOR SEWER. SEE DETAIL i ON + + O N O O + + + + + + + + + + + + + + + + + - SHEET C5.4. O o - - r+ n n < a In In m In n n m w rn Plan Sheet Updated By SEE SHEET CO.7 FOR SEWER SERVICE TABLES. - - - - C&H Engineering & Inc. Surveying, PROFILE VIEW-NEW HOLLAND DRIVE SEWER 07/24/2018 3 N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET T PROJECT #: 16-003 SHEET D 50 ,OD D 5 ,D WEST WINDS SW - PHASE II �pn ulgrcv wort B02EMANEMT 597I78 g g DATE: O6/01/2018 n I Civil En 7neerin (j4��IE NEW HOLLAND �.Y.11NEW I-�OL LAND DRIVE SEWER PHONE(406)582-Ml Geotechnical EngineeringFAX(406)582-577o D Land Surveying orc7xeminc PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF WWW.a111edengineerfn9.w Y g aomes,wc WEST WINDS SW-PH 11 DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF l��Aas BOZElV1Aly1 MONTANA °..,,,p„1•`�� NEW HOLLAND DRIVE SEWER SEWER SERVICE LOCATIONS ON ALLEY A HAVE BEEN UPDATED. _ REFER TO UPDATED TABLES ON SHEETC0.7 - 0.05 - i 11wit ;� F F F F .. '� � I m O � O N O rn O in p � p N F' F" "� F- m E. m" �e H., �,,, � PROPOSED UTILITY CONDUIT CROSSINGS + inn ♦' N '� .a m N , .� e n m O m O p F" I AND/OR EXISTING UTILITY CONFLICT TYP. j r- ri > 0 ri h SSMH - (15) n n �`+ n m -t m v O n p a d N I SEE SHEETS C5.5-05.7. ayti✓ N 48" ECCENTRIC SSMH n - I *� 4 r STA:11+91.34 SSMH - (18)' n SSMH - (31) 9 48" CCENTRIC SSMH 48" ECCENTRIC SSMH OFF:S.SR 11 11 I I I I STA:15+42.65 STA:16+87.29 I I OFF:5.5R J I i OFF:5.SR L- _ --- n� F I o �_I I ALLEY A 1" WATER SERVICE (TYP.) END OF XISTING ,+�' EXT. SSMH - (16) -'AS-BUILT STA:1 +87.29 I 48- ECCENTRIC SSMH T •:� h O E I r h _ - STA:12+75.80 �e r v o _ I OFF:0.0 (BREEZE LANE) O 1 I O1 N m N m 0-3 Dui o°i'.Oa ai m o O p v1 r F• I I 18 - 498 I ro X F - > I C " "� I t,.) `*c0 pY I a r I I txj I ATER AND SEWER SERVICESTO BE UTILIZED FOR NEW n m 0 -.n l7 I ,�'v I LOT a I I Cx1 I `C. _� _____y i 1 PLANT VIEW-ALLEY A SEWER L) i1 ; oCT 2 5 L�t �, ;�, L 1� �� 760 connnI D�. r MI 1:��� . - SSMH - (15) RIM:4752.71 475 MH HEIGHT: 6.34' 755 8" INV OUT.4746.37 (N) EXISTING GROUND SSMH - (18) RIM:4747.67 FINISHED GROUND MH HEIGHT: 6.74• 8" INV IN:4741.13 (S) SSMH - (31) 475 ! 8" INV OUT:4740.93 (N) RIM:4745.73 750 5.0' MI H HEIGHT: 5.72' T APPROXIMATE LOCATION OF PROPOSED UTILI.Y COVER 8' INV IN:4740.21 (S) CONDUITS AND/OR EXISTING UTILITY CONFLICT' 4 8" INV OUT:4740.01 (N) TYP. CONTRACTOR TO VERIFY LOCATION AND 474 k4� .3 DEPTH OF EXISTING UTILITIES. 3 01 8'SOR 35 - �'- 745 INSULATE PER NOTE UTILITY NOTES: 1.5• MIN. EXT. SSMH - (16) 140.64 of R RIM:4745.60 512 SEE NOTS 6, 7 & 41 ON SHEET CO.2 FOR UTILITY CONFLICTS, UTILITY SEPARATION MH HEIGHT: 6.58• CONDUITS, AND UTILITY CROSSINGS. MAY NOT BE ALL-INCLUSIVE. 47 WATER MAIN - -� 8" INV IN:4739.24 (S) 740 8" INV OUT:4739.02 (E) CONTRACTOR TO VERIFY I PROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR LOCATION AND ELEVATION EXISTING UTILITIES CONFLICT. 473 OF EXISTING SEWER MAIN STUB 735 AS-BUILT INV: 4740.01 5 NOTES: 473 730 n n n n n_ n n n n n n n m n ALL SANITARY SEWER MAINS SHALL BE 8-INCH, ASTM <`!n �� o?� N m � N 1. < n D3034, SDR 35, GRAVITY SEWER PVC, v �' v o0 0'•o- °'v .6v 1`a I`a 16 aia vim a ri u1 rt1 v1 �n v1 n v •r a a c e ALL SEWER SERVICE STUBS SHALL BE 4-INCH SDR 26 va ea �T v na �d �p o vQ < e< PVC. E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH o o o o v1 o v1 o v1 0 �n o v1 o v1 o o 0 - 0 0 + + + + n n a c v+i v+i n m+ a+o m COB STD DWG. 02221-1. � � � _ � ALL SEWER MAINS ARE WITHIN PLANNED PAVED STREETS/ROADS; THUS ALL TRENCH BACKFILL SHALL BE TYPE 8 A. INSTALL RIGID BOARD INSULATION IN AREAS WHERE TOP PROFILE VIEW-ALLEY A SEWER OF PIPE IS ABOVE 5' BURY FOR SEWER. SEE DETAIL 1 ON Plan Sheet Updated By SHEET C5.4. pp�� Inc.SEE SHEET C0.7 FOR SEWER SERVICE TABLES. CCTIC.H Engineering & Surveying, 07/24/2018 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET T PROJECT #: 16-003 SHEET 0 50 100 0 5 10 �}��cT }�T c c;A) �[]�,p c 7 WEST WINDS Y�`r'y � PHASE SE Y1 32 DISCOVERY DRIVE Civil Engineering DATE: 06/01/2018 BOZEMAN.MT 59718 ALLEY A SEWER PHONE(406)582-Mi Geotechnical Engineering W ROAD A SEWER Q3.2 FAX(406)582-5770PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG. AJF _w IlledenglneeAng.mm Land Surveying EtYTBOZEMAN�T MONTANA WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF ccAs`o 1 °j•..,.n..l•`�• ALLEY A SEWER I I SEWER SERVICE LOCATIONS ONG aIEY B HAVE BEEN UPDATED.REFER TO TABLES I (/ ON SHEET C0.7 '�01 I on1•m .a vim O N I-y N " _ + SANITARY SE R SSMH - (21) 1 -I' 1 m , SERVICE (- .) 48" ECCENTRIC SSMH EXT. SSMH - (13) SSMH - (27) I - -- T - -_- - - STA:12+44.56 --_ 48- ECCENTRIC SSMH 1 TOFF:5.5R ---- STA:14+92.63 Concentric Structure 48 dic 18 frame 24 cone I I 0 OFF:5.5R STA:15+57.79- 90" 1 OFF:5.5R (ALLEY C) w. ' w r b ALLEY B o X S I o 1 5• o s r ;oo. 14 T' o o 90" I I I I l J I I j -� O 1 END OF EXISTING III - t -I a 1' WATER, RVICE (TYP.) f - -�- > mX p„ -,¢>; SEWER MAIN STUB ram. N S O [••� N .� biC7 II nn m v O Omcp F-1 a AS-BUILT STA:14+38.4.o4 I V rn O m aI cO n M .I I PROPOSED UTILITY CONDUIT CROSSINGS 0 c0 o'vF x o ,7 m _ AND/OR EXISTING UTILITY CONFLICT TYP.c F, e ,n I I SEE SHEETS C5.5-05.7. yL_am0 - r--� - ^--TEL TEL TELL .- - L__-____-- 0 + TDWARD AVE I SSMH-(27) STA:10+73.68 OFF:S.SR m MH. LAN VIEW—ALLEY B SEWER Sewer end shift as mown onto aby B 476 I - 760 SSMH-(27) S H - (21) RIM:4752.17 R :4749.32 MH HEIGHT:6.ST MH HE HT: 7.15' 8'INV.OUT:4745.64'(N) 8• INV IN:4 2.36 (S) - - '- -- 8- INV OUT.4 2.16 (N) ------ - - - - -- --- - ---- - —- 755 APPROXIMATE LOCATION OF PROPOSED UTILITY CONDUITS AND/OR EXISTING UTILITY CONFLICT FlNISHED GROUND TYP. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES. 475 -- - - 750 1.5' MIN. EXISTING ROUND SEPARATION 161' ' SRO TdiN. 474 - f,8 5 _ _ COVER. ... _ .. -.-� �}.._ - 745 EXT. SSMH - (13) I RIM:4745.91 MH HEIGHT: 8.71' 191 8" INV IN:4737.40 (S) f SDR 3 8' INV OUT:4737.20 (N) UTILITY NOTES: 4740- - - - - WATER N _ -------.- - - - - - - - - 740 SEE NOTS 6, 7 & 41 ON SHEET CO.2 FOR UTILITY CONFLICTS, UTILITY 1.5' MIN. CONDUITS, AND UTILITY CROSSINGS. MAY NOT BE ALL-INCLUSIVE. SEPARATION 4735-• - -- - --- - -- - -- CONTRACTOR TO VERIFY -- -- - 735 l.� PROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR LOCATION AND ELEVATION31 m TING SEWER MAIN STUB EXISTING EXISTING UTILITIES CONFLICT. O AS-BUILT INV: 4738.44 8 i NOTES: ALL SANITARY SEWER MAINS SHALL BE 8-INCH, ASTM 4725 4725 D3034, SDR 35. GRAVITY SEWER PVC. no'. n a ALL SEWER SERVICE STUBS SHALL BE 4-INCH SDR 26 �� o ma a,T. nQ <� oa via V N E PVC. va �� ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH COB STD DWG. 02221-1. o 0 0 0 0 0 0 0 0 0 0 0 o e 0 0 o o + + N N o + M n c 0 0 + N v+o v+ m + ALL SEWER MAINS ARE WITHIN PLANNED PAVED v i i £ STREETS/ROADS; THUS ALL TRENCH BACKFILL SHALL BETYPE 8 A. INSTALL RIGID BOARD INSULATION IN AREAS WHERE TOP OF PIPE IS ABOVE 5' BURY FOR SEWER. SEE DETAIL 1 ON SHEET C5.4. Plan Sheet Updated By m SHEET ALLEY � SEE SHEET CO.7 FOR SEWER SERVICE TABLES. PROFILE ROT"ILE VIEW-ALEY B SEWER C&H Engineering & Surveying, Inc. 07/24/2018 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT #: 16-003 SHEET 0 50 100 0 5 10 WEST WINDS SW W PHASE 11 32 DISCOVERY DRIVE _ DATE: 06/01/2018 .uon g A �J BOZEMay.MT 59718 Civil Engineering AI,g.EI' SEES PHONE(406)582-0221 Geotechnical Engineering ALLEY B SEWER ��.� »a b•a+ F FAX(406)582-577o ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF www.aeiedengineedng.com Land Surveying ENWNEERING T T- BOZEMAN MONTANA am WEST WEST WINDS SW PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG. MAF T ".,,,v,.1°`�� ALLEY B SEWER AFFORDABLE �y HOUSING LOTS LOT 10 _ ss II �1q.ft. sq n I `��I W I d I sq 00 - I 5.313 I 4.983 3.242 sq.-ft. , I I I 531 I T � sq.ft. _ J LOT 11 I I -j LOT 7 LOT 10 I- ' *Ass - -I 1 3,255 SC.ft. I 5,419 I L-I LOT ` + Q LOT I L 7 sq.ft. s ft. La 5.5DO 5.313 ,9 5 , N q ( ,'� I sq.ft. sq.ft.► sq.ft. Q DismnnectssMH- LOT 12 =s'� 4' P� - - , I 3,925 s ft. (27)hom Alley C Sewer and shill as q. Q a i �. shown onto Allay B I. I .4 _I L07 S LOT 9 I I1 .�+ -I LOT 8 LOT 9 LOT 10 LOT 11 I jjp u { I•4I,�`f I I .8 ft. -I , _ ---- 8 3O13 Q1 . 9 7,348 1 1 3.850 3.719 3,7 3,850 - 6,692 sq. 0. q.R �.R ----- SSMH - (22)---- ----_ K-nI sq.ft. LOT 14 TA:10+74.43 - - -- - SSMH (27) _ �?A S T A:15+57.79. 4 I 3.22R so.ft. 90" 90" OFF:5.5R I 1 LOT Is I 3.16. sq.ft 1 Lj � � 1 1 j 11 � .l Q.. .t�[ .�' _ LOT 16 - - o S H - (8) I V 1" WATER SERVICE (TYP.) 4- SANITARY SEt' I SSMI - (23) + S A:12+36.90 i;� �� 3,5 O I.k. �, t SE VICE (TYP.) T 6+51.26 i F:0.0 FF:5.SR !I f! `pp4',•-U- _ t _ LOT LOT LOT LOT LOT 51I LOT LOTI LOT LOT LOT LOTS 4 • ! A` `��r�� •� 4,356 3.465 3.465 I 3.465 I 3,465 4.293. I I 6,764 3,247 t:oT6 OPEN SPACE s 7 soft. .q.ft. sq.ft. sq.ft. sq.ft. sq.R. sq.0. w fi R q.fI. 6,785 PROPOSED UTILITY CONDUIT CROSSINGS 1 1 -9 �✓ sq.R sq.0. k SEE SHEETSO SC5.5-05.7TING f Y CONFLICT TYP. -� N SDI STREET p ' = W OAK SEW ER SERVICE LOCATIONS RELOCATED.REFER TO UPDATED ABLES ON C0.7 PLAIN VIEW-ALLEY C SEWER 476 I I I-4760 SSMH - (23) RIM:4754.58 RIM:4751.98 EXISTING GROUND MH HEIGHT: 6.42' SSMH - (22) MH HEIGHT: 7.58' 8" INV OUT:4748.16 (W) RIM:4752.27 8" INV IN:4744.60 (W) FlNISH ED GR 475 MH HEIGHT: 6.35' 8- INV IN:4744.60 (E) 755 8- INV OUT:4745.92 (E) 8- INV OUT:4744.40 (N) A— 475 z z 750 369' R UTILITY NOTES: 0 f R f APPROXIMATE LOCATION OF PROPOSED UTILITY SEE NOTS 6, 7 & 41 ON SHEET CO.2 FOR UTILITY CONFLICTS. UTILITY - CONDUITS AND/OR EXISTING UTi LiTY CONFLICT CONDUITS, AND UTIUTY CROSSINGS. MAY NOT BE ALL-INCLUSIVE. 474 1.5' MIN. 745 TYP. CONTRACTOR TO VERIFY LOCATION AND SEPARATION DEPTH OF EXISTING UTILITIES. 1.5' MIN. PARATION S H - (27) SE RIM: 3.93 PROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR WATER MAIN 1.5' MIN. MH HEIG 6.72' c EXISTING UTILITIES CONFLICT. 474 SEPARATION 8" INV :47 41 (E) 740 8' 1 OUT.4747. W) 8" NV OUT.4747.21 ) 5 NOTES: 4735 9735 o n a0 11 m o n e m ALL SANITARY SEWER MAINS SHALL BE 8-INCH, ASTM o mom' coo! �� nm e n �a od; n�' o ^o D3034, SDR 35, GRAVITY SEWER PVC. n �a �a �o IN a IN ,^Q,a ^a ^aa v ^a ^av ^a as ALL SEWER SERVICE STUBS SHALL BE 4-INCH SDR 26 PVC. E O O O O O O O O O O O O O O O O O � O in O in �n in O + - _ ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH + ++ ++ ++ + + + ++ + ++ + ++ ++ ^ + COB STD DWG. 02221-1. ALL SEWER MAINS ARE WITHIN PLANNED PAVED STREETS/ROADS: THUS ALL TRENCH BACKFILL SHALL BE s TYPE A. PROFILE VIEW-ALLEY C SEWER g INSTALL RIGID BOARD INSULATION IN AREAS WHERE TOP OF PIPE IS ABOVE 5' BURY FOR SEWER. SEE DETAIL 1 ON SHEET G5.4. Plan Sheet Updated By SEE SHEET CO.7 FOR SEWER SERVICE TABLES. C&H Engineering & Surveying, Inc. 07/24/2018 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT #: 16-003 SHEET 0 50 100 0 5 10 i WEST WINDS Y�WY - PHASE AIL 32 DISCOVERY DRIVE _ _ DATE: 06/01/2018 •s�R ALLEY BO MAN,MT 59718 Civil Engineering L�L�r L+ SEWER PHONN E(406)582-Ml Geotechnical Engineering ALLEY C SEWER ��.� "^.wnl K FAX(406)582-5770 ALLIED PROJECT ENGINEER: XSB DRAWN BY: RSR, ASG, AJF -alliedengineedng.00m Land Surveying ENGINEERING T US. BOZEMAI\T MONTANA � WEST WILDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: B. MAF f •.,..•.m•``• ALLEY C SEWER EX.WATERISEWER FFORDABLE '1 tK O1 n r�m - -1 SERVICES TO BE h ~O �.,'$.IIUI IF I^ HOUSING LOTS UTILIZED FOR LOT O EX.WATER SERVICE TO BE REMOVED I x t" Ire MUELLER SUPER CENTURION 2500 OR WATEROUS PACER- v _ PER CITY STANDARD ri - Cj7 BURY DEPTH: 8.96' - N SEWER SERVICE TO En ` "'�f PIPE COVER: 8.46' - BE ABANDONED IN y STA: T: 20.5 - _ PLACE s� F OFFSET: 20.5 L � l"" f ' 00 0 EX.WATERISEWER ox,- vi m vi m 10? '� EXISTING 8 GATE VAL SERVICES TO BE 'n UTILIZED FOR LOTS I ,e A: 17+04,95 N 8" X 6" DI HYDRANT TEE O FSET: 1,.0 L CONNECTION TO EXISTING _ • '� s"--1 8" DI WATER MAIN STU Bz 8" DI TEE I - I S 1�T i �`•STA: 12+47.85 ( OFFSET: OFFSET: 11.0 L - o _ I O NEW HOLLAND DRIVE "- ' I E VALVEI I 8" DI GATI - ! OFFSET: 11.0 L - - I� NcfO E 0c0 !n�OV "lnc� upix F oX.F` oX F'� Nx F. f:: rim _ '�p1 -1 -� ai•+ _ -,�m:0 , m•g O- a m,0 PROPOSED UTILITY CONDUIT CROSSINGS vi4. AND/OR EXISTING UTILITY CONFLICT TYP. SEE SHEETS C5.5-05.7. PLAN VIEW-NEW HOLLAND DRIVE WATER WATER SERVICE LOCATIONS ON NEW HOLLAND HAVE BEEN UPDATED.REFER TO UPDATED APPROXIMATE LOCATION OF PROPOSED UTILITY 476 TABLES ON SHEET CO.B CONDUITS AND/OR EXISTING UTILITY CONFLICT TYP. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES. 475 — 755 FINISHED GRADE UTILITY NOTES: 475 - ----- - - -- - - -- - ---- ----- ---- 750 SEE NOTS 6, 7 do 41 ON SHEET CO.2 FOR UTILITY CONFLICTS, UTILITY CONDUITS, AND UTILITY CROSSINGS. MAY NOT BE ALL-INCLUSIVE. EXISTING GRADE 6.5 MIN. \ EXISTING STORM DRAIN _ COVER 474 —-- —_ __ - —_ _ __ 745 PROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR 1.5' MIN. EXISTING UTILITIES CONFLICT. SEPARAT ON PROPOSED SEWER MAIN EXISTING SEWER MANHOLE 474 — 8" DI TEE- -' - -- - - _ 740 STA. 12+47.85 8" CLASS 51 DI - INV = 4741.80 WATER MAIN NOTES: I - 8" DI GATE VALVE E STA. 12+63.92 735 ALL WATER MAINS SHALL BE 8-INCH, CLASS 51, AWWA 473 - --- - - - _-- o INV I= 4741.89 -' o C751 DUCTILE IRON PIPE. a CONNECTION TO EXISTING EXT. 8" DI GATE VALVE i ALL WATER SERVICE STUBS SHALL BE 1-INCH COPPER, 8" X 6" DI HYDRANT TEE 8" DI WATER MAIN STUB STA. 17+64.95 TYPE K, ANNEALED, MEETING AWWA C800. STA. 12+71.35 STA. 16+76.35 INV = 4734.96 INV = 4742.19 INV = 4735.37 ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH 473 — -- INV = 4742.27; - ---- 730 COB STD DWG. 02221-1. EXT. 8" DI ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTIONS; EXT. 8" DI GATE VALVE CROSS >: STA. 17+45. STA. 17+ . INV = 4735.01 01 THUS ALL TRENCH RACKFILL SHALL BE TYPE A. , CONTRACTOR TO VERIFY LOCATION AND INV = 473535.0404 INV = 4735.01 SEE SHEET C0.6 FOR WATER SERVICE TABLES & FIRE INVERT ELEVATION OF WATER STUB 472 _ _ -- - 725 HYDRANT TABLE. ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH COB STANDARD DRAWING 02660-1 AND 02660-3. g ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 472 720 250 OR WATEROUS 5 i PACER MODEL HYDRANTS PER COB STANDARDS AND INSTALLED IN ACCORDANCE WITH 61_ p N 0c p COB STD. DWG. 02660-4. � n0 8 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 - O +! p+ ++ O !ll O + + N+ O O + O N O + + + + + + + + ++ + + + + + Plan Sheet Updated By - O PROFILE VIEW-1VEW HOLLAND DRIVE WATER - - C&H Engineering & Surveying, Inc. 07/24/2018 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT #: 16-003 SHEET D 50 100 D 5 ,D WEST WINDS SW - PHASE II 32 DISCOVERY _ _ µonEr score BOZEMAN.MT 597 8E g g : /DATE 0601/2018 Civil Engineering (� w NEW HOLLAND DRIVE WATER PHONE(406)582-Ml Geotechn/cal Engineering NEW HOLLAND `i��. FAX(406)582,577o ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF www.allledanginee�ing.com Land Surveying ENGINEERING 1 '°�•�`° BOZEMAN MONTANA �^ � WEST WILDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF , NEW HOLLAND WATER .MNN6 .dml� ,mow low WATER SERVICE LOCATIONS ON D? VIS LANE 0.0 ALLEY A HAVE BEEN UPDATED. REFER TO UPDATED TABLES ON SHEET CO.6 ITJ, 4� 0 U 1. .1 M 0, I -I T I� 01 GATE VALVE,.8- A 90- BEND; GATE 30 W STA: 17+07. EXT. 8' DI GATE VALVE i8 DI G AL m 0 -STA: Li 12+5 .12 12+ 9 /STA: OFFSET: 5.5 STA: 17+67.31 Z,rj OFFSET. 5 L OFFSET,: C) C, OFFSET: 5.5 L 0 18 o rT ll xj EXT. 8- DI TEE ✓ ,-S 17+48.30 -3 DI WA R STUB In STA:::: +9 .00 TA: OFFS 5.5 L OFFSET: 5.5 L & WIP 0 ',L6&0 --6'i I '.mm PROPOSED UT1,TY CONDU CROSSINGS In AND/OR EXISTING UTILITY CONFZJC' TYP. SEE SHEETS C5.5 C5.7. PLANT VIEW ALLEY A WATER EXISTING WATER AND SEWER SERVICES TO BE UTILIZED FOR NEW LOT 4760- -476D UFL-TY NOTES: 4755- -4755 SEE NOTS 6. 7 & 41 ON SHEET CO.2 FOR UTIL,TY CONFLICTS, UTILITY CONDUITS, AND U71 UTY CROSSINGS. MAC'NOT BE ALL-INCLUSIVE. EXISTING GRADE PROPOSED UTIL 7Y CONDUIT CROSSING ..00ATION AND/OR 4750- NISHED GRADE 750 EXISTING UTILITIES CONFLICT. EXISTING SEWER MANHOLE SEWER MAIN (TYP.) -4745 1.5' MIN. SEPERATION, -F 4745- 8' DI 90*SEND 6.5- MIN. APPROXIMATE LOCATION OF PROPOSED UTILITY NOTES, STA. 12+50.12- COVER ------ CONDUITS AND/OR EXISTING U7LITY CONFLICT INV. 4742.33 TYP. CONTRACTOR TO VERIFY LOCATION AND Z Z61 MIN. COVER DEPTH OF EXISTING UTILITIES. ALL WATER MAINS SHALL BE 8-INCH, CLASS 51, AWWA 4740- 11 740 tl)l.�Aj VALVE STA 12+66.29 E INV' 4742.33 C15 DUCTILE IRON PIPE. 8" DI GATE VALVE ALL WATER SERVICE STUBS SHALL BE 1-INCH COPPER, 8' CLASS 51 D117 CONNECTION TO EXISTING TYPE K. ANNEALED, MEETING AWWA CSOO. WATER MAIN 8 8" 01 WATER STUB_ STA. 16+90.00 ALL PIPE BEDDING SHALL BE TYPE I IN ACCORDANCE WITH 4735- INV 4737.71 COS STD DWG. 02221-1. 735 CONTRACTOR TO VERIFY DI GATE VALVE ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTIONS: LOCATION AND INVERT ELEVATION EXT. 8" DI GATE VALVE STA. 17+07.51/ THUS ALL TRENCH BACKFILL SHALL BE TYPE A. .T. 8" DI TEE 7.31 OF EXT. WATER MAIN STUB INV = 4737.60 STA. "'- INV = 4737.60 SEE SHEET CO.6 FOR WATER SERVICE TABLES & FIRE INV = 4737.60 HYDRANT TABLE. 4730- .730 ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH `na ".i E COS STANDARD DRAWING 02660-1 AND 02660-3. a0a 'nv -it ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION F-tk- 250 OR WATEROUS 5 1" PACER MODEL HYDRANTS PER o 0 0 0 0 0 0 0 0 a =` 0 0 COB STANDARDS AND INSTALLED IN ACCORDANCE NTH C, u1 o In o In 0 COB STD. DWG. 02660-4. + + + + + + + SEE DETAIL I ON SHEET C5.5 FOR INSULATION DETAILS ON gi ANY WATER MAIN TOP OF PIPE ABOVE 6.5' OF BURY. Plan Sheet Updated By PROFILE VIEW-ALLEY A WATER C&H Engineering & Surveying, Inc. 07/24/2018 NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT X 16-003 SHEET 0 50 100 0 5 10 DATE: 06/01/2018 WEST WINDS SW PHASE 11 32 DISCOVERY DRIVE Civil Engineering = P-1- I BOZEMAN-MT 59718 IiF - ALLEY A WATER Q4.2 PHONE(4 6)582-0221 Geotechnical Engineering ALLEY A WATER FAX(40-0)582-5770 L�L�_�fjA- L_�ED PROJECT ENGINEER: ASG DRAWN BY. RSR, ASG. AJF ­.aII1edengInmrIN.wm Land Surveying BOZEMANT,MONTANA WEST WINDS SW-PH 11 DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAE ALLEY A WATER ATER SERVICE LOCATIONS U �� LONG ALLEY B HAVE BEEN UPDATED.REFER TO TABLES f/) ON SHEET C0.6 u I U l� / HHYDRT(SEE DETAILS) 7.67' off•`, PIPE COVEF 7.17' -EX DI CA TE VALVE W 8" DI TEE STA: 10+2 .94 STA: 14+62.57 M STA: 10+05.47 - OFFSET: 13 5 L OFFSET: 5.5 L OFFSET: 5.5 L 2 I II I1 I I I O _ s - 7-- vl -s - - I. �+. . m - o s��-o - I 1-7 5 I w - o T -- 8" DI GATE VALVE - - I I I I STA: 10+19A4 V OFFSET: 5.5 L >" 8" X 6' DI HYDRANT TEE -W E CONNECTION TO EXISTING _ STA: 6'10+28.97 OFFSET: 5.5 L 8" DI WATER STUB EXT. WATER MAIN Q, STA: 14+38.44 OFFSET: 5.5 L ' PROPOSED UTILITY CONDUIT CROSSINGS f AND/OR EXISTING UTILITY CONFLICT TYP. ar SEE SHEETS C5.5-05.7. - - q WINDWARD AVE. PLAIN VIEW-ALLEY B WATER 476 - - - _ _._ _ -- I [--4760 APPROXIMATE LOCATION OF PROPOSED UTILITY CONDUITS AND/OR EXISTING UTILITY CONFLICT TYP. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES. UTILITY NOTES: 475 - - - -- - - - - - - 755 SEE NOTS 6, 7 & 41 ON SHEET C0.2 FOR UTILITY CONFLICTS. UTILITY CONDUITS. AND UTIUTY CROSSINGS. MAY NOT BE ALL-INCLUSIVE. EXISTING GRADE FINISHED GRADE W PROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR 1.5' MIN. SEPARATION 475 _..-- .�� _ _ _ .. ., .. _ -- - _ - 750 EXISTING UTILITIES CONFLICT. AT CROSSING SEWER MAIN (TYP.) EXT. SEWER MANHOLE 6.5' MIN 474 _ _ - _. COVER _ CONNECTION TO EXISTING NOTES: 8" DI WATER STUB- S' DI TEE STA. 14+38.44 ALL WATER MAINS SHALL BE 8-INCH, CLASS 51, AWWA STA. 1" D1 TE7 INV = 4738.44 C151 DUCTILE IRON PIPE. INV = 4744.58 8" X 10 DI HYDRANT TEE STA. 10+28.97 INV = 4745.19 t ALL WATER SERVICE STUBS SHALL BE I-INCH COPPER, 474 -- -"INV = 4745.48 - - - -" 740 $ TYPE K, ANNEALED. MEETING AWWA C800. T. SEWER MAIN - 8" DI GATE VALVE 8" CLASS 51 DI _ _ I EX ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH STA. 10+19.14 WATER MAIN COB STD DWG. 02221-1. INV = 4745.19 EXT. WATER MAIN ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTIONS; 473 - - --- CONTRACTOR TO VERIFY LOCATION - 735 THUS ALL TRENCH BACKFILL SHALL BE TYPE A. AND INVERT ELEVATION OF SEE SHEET CO.6 FOR WATER SERVICE TABLES & FIRE EXISTING WATER MAIN STUB EXT. 8' DI GATE VALVE HYDRANT TABLE. STA. 14+62.57 INV = 4735.31 ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH 473 730 COB STANDARD DRAWING 02660-1 AND 02660-3. n N m n m o m N N m N no ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS 5 J" PACER MODEL HYDRANTS PER COB STANDARDS AND INSTALLED IN ACCORDANCE WITH COB STD. DWG. 02660-4. o 0 0 0 0 0 0 0 0 0 0 0 0 SEE DETAIL 1 ON SHEET C5.5 FOR INSULATION DETAILS ON + + + + + + + + + + + + + O O N N e7 h Q d' N N N 3 ANY WATER MAIN TOP OF PIPE ABOVE 6.5' OF BURY. '- 8 PROFILE VIEW-ALLEY B WATER Plan Sheet Updated By C&H Engineering & Surveying, Inc. 07/24/2018 3' NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT #: 16-003 SHEET 0 50 100 0 5 10 WEST WINDS SW - PHASE II 32 DISCOVERY DRIVE _ ID BOZEMAN.MT 59718 g gDATE: 06/11/2018 TERCivil En ineerinALLEY B WAT'ER PHONE(406)582-Ml Geotechnica/EngineeringALLEY B WATER ��.FAX(406)582-5770 ALLIEDPROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF wwwaIIIedengIn ring.wm Land Surveying ENGINEERINGBOZEMANMONTANA ern�+e�+E WEST WII�TDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG. MAF 1 °j•....w 1"�� ALLEY B WATER AFFORDABLE 3,8/15 \q.tt. ; ) LOT 6•�'`X �' - :' HOUSING LOTS I _ LOT 1] LOT 6 LOT'11 j�5.384 5,500 1-OT 6 _ 5,500� S,. LOT 101 sq•tt• sq.ft. (ra 4,983 3.242 sq.ft. \ a .>. sq.ft. sq.ft. sq.ft. \ x I 1 LOT 11 LOT LOT 30 7'- A _ _ _ L0 7 �^1 LOT I()3255 sq.ft. 5,479 5.500 s A 5.500 L 5.313 LOT sq.ft. sq.ft. a: sq.ft. sq.ft.1, I 4,995 sq.ft. LOT i21 3."5 Sq.tt. - Q pr _( o LOT 8 FIRE HYDRANT(SEE DETAILS) - a 7.293 7.348 x LOT 8 3 850 LOT y LOT 10 LOT I I 1 BURY DEPTH: 9.11• ,.� 3,719 3,850 "' 8" DI GATE VALVE PIPE COVER: 8.61' Q sq.ft. sq.ft. sq.8. sq.8. sy.8. �.fl. STA: 16+69.77 i W 8" X 6" DI HYDRANT TEE 8" DI GATE VALVE OFFSET: 5.5 L� STA: 10+30.26 / 8" DI TAPPING _ Q STA: 10+30.11 STA: 12+48.09 8" DI TE VA VE DI TE VALVE OFFSET:_13.6 L TEE & VALVE OFFSET: 5.5 L - OFFSET: 5.5 L sq.ft. OFFSET: 5. L OFFSET: 5.5 L I S7A: 16+87.43 t OFFSET: 5.5 L IF f i > Lo'r a ., o t l n c I ALLEY j t r A 3.161 sq.ft. I l: ) o I I .t� '� 11 I i I t LOT 16� -� 8" : GATE VALVE �+ STA: 10+15.10 8 I E 8 DI GATE VALVE' 8" TEE 3,582 sq.ft. g OFFSET: 5.5 L NEw HOLLAND LEY ' \ LOT LOT LOT3 LOT4 LOT5 LOT6 STA: I- '-LOTI LOT2 - STA: 10 05.47 S A: 15+69.8a PROPOSED UTILITY CONDUIT CROSSINGS LOT 3 LOT 4 LOT 5 SET: 5.5 L W 4,356 3,465 3.465 3,465 3,465 4,293 OFF ET 6,764 5,247 5,247 5,2a7 5,2a7 LOT , AND/OR EXISTING UTILITY CONFLICT TYP. OPEN SPACE sq.ft. sq.ft. _sq.ft. s ft. s ft. s tt. N.1t\ 5187 q. q. q. I sq.0. 8 2 6,7805 I- ¢ SEE SHEETS C5.5-05.7. �. TEL-Sq•"f{•'c_ L---L TE -TEI TEL---TE A TL TEL TEL 3 t q1 A I - W.f OAK STREET WATER SERVICE LOCATIONS PLAIT VIEW-ALLEY C WATER RELOCATED.REFER TO UPDATED TABLES ON C0.8 476 76O APPROXIMATE LOCATION OF PROPOSED UTILITY UTILITY NOTES: CONDUITS AND/OR EXISING UTILITY CONFLICT SEE NOTS 6, 7 & 41 ON SHEET CO.2 FOR UTLITY CONFLICTS, UTILITY TYP. CONTRACTOR TO VER17Y LOCATION AND CONDUITS, AND UTILITY CROSSINGS. MAY NOT BE ALL-INCLUSIVE. DEPTH OF EXISTING UTILITIES. 475 755 XISTING GRO GROU PROPOSED UTILITY CONDUIT CROSSING LOCATION AND/OR E UND FINISHED ND EXISTING UTILITES CONFLICT. I A- 475 750 8" CLASS 51 DI v?0 8" DI TAPPING 1.5 MIN. &SEWER MAIN 1.5' MIN. WA R MAIN '� TEE VALVE SEPARATION SEPARATION STA. 16+87.43 INV = 4746.64 v 474 - - 1745N9gS- 8" DI GATE VALVE 8 DI GATE VALVE CONTRACTOR VERIFY LOCATION ALL WATER MAINS SHALL BE 8-INCH, CLASS 51. AWWA STA. 15+69.84 AND INVERT ELEVATION OF C151 DUCTILE IRON PIPE. 8" DI GATE VALVE NVA=14744.58 INV = 4744.88 EXISTING WATER MAINSTA. 13+08.09ALL WATER SERVICE S7U85 SHALL BE t-INCH COPPER, 474 40 E TYPE K, ANNEALED, MEETING AWWA C800. 8" X 6" DI HYDRANT TEE INV = 4742.21 8" 01 GATE VALVE STA. 10+30.11 8" DI GATE VALVE 8" DI TEE 8" DI TEE 8" DI GATE VALVE fi ALL PIPE BEDDING SHALL BE TYPE 1 IN ACCORDANCE WITH STA. 10+15.10 INV = 4742.58 STA. 12+48.09 NEW HOLLAND ROAD B STA. 16+69.77 COB STD DWG. 02221-1. INV = 4742.43 INV = 4742.67 INV = 4741.80 STA. 12+47.85 STA. 10+05.47 INV INV 4741.80 INV 4744.58 = 4746.50 = = ALL WATER MAINS ARE WITHIN PLANNED PAVED SECTIONS; 473 735 THUS ALL TRENCH BACKFILL SHALL BE TYPE A. w m^ n'� n o o a n a rn o'^ < SEE SHEET CO.6 FOR WATER SERVICE TABLES & FIRE a r� c` N Nn N N N N N N N N E HYDRANT TABLE. ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH COB STANDARD DRAWING 02660-1 AND 02660-3. o 0 0 0 0 0 0 0 0 0 0 o O o 0 o S o in o .in o rn o rn o rn o uT o rn o e � + + + + + + + + + + + + + + + + ALL FIRE HYDRANTS SHALL BE MUELLER SUPER CENTURION - 250 OR WATEROUS 5 }" PACER MODEL HYDRANTS PER 3 COB STANDARDS AND INSTALLED IN ACCORDANCE WITH 8 COB STD. DWG. 02660-4. SEE DETAIL 1 ON SHEET C5.5 FOR INSULATION DETAILS ON ANY WATER MAIN TOP OF PIPE ABOVE 6.5' OF BURY. Plan Sheet Updated By PROFILE VIEW-ALLEY C WATER C&H Engineering & Surveying, Inc. 07/24/201 S NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT #: 16-003 SHEET 0 50 100 0 5 10 i-� WEST E T WINDS DS SW - PHASE SE 11 32 DISCOVERY DRIVE Q%_' _ DATE: 06/O7/2018 �•SC4rt BOZEMAN,MT 59718 Civil Engineering ALLEY C WATER Q4.4 "" ALLEY C WATER PHONE(406)582.0221 Geotechnical Engineering r,..-1� FAX(406)582-577o PROJECT ENGINEER:ASS DRAWN BY: RSR, ASG, AJF w .allledsngl� rings Land Surveying 1NGTBOZEMAN MONTAITA WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: XSS, MAF 1 °'�....r..1•`�• ALLEY C WATER 60* RIGHT OF WAY —1.0' I.O'__ 3 —5.0' SIDEWALK— 35' TBC TO TBC —5.0' SIDEWALK LLo — 31' WIDE, EDGE OF PAVEMENT 6.5' BOULEVARD TO EDGE OF PAVEMENT — 6.5' BOULEVARD 15.5' 15.5' 2' WIDE 2' WIDE CURB AND CURB AND CUTTER PROFILE GRADE LINE GUTTER SLOPE = 240% 2% 3%CROWN (FG CENTERLINE) 3% CROWN 2% SLOPE = 2oO% STANDARD CONCRETE 4 IN. THICK M-4000 CURB AND CUTTER 4 IN. THICK"M-4000 'C CONCRETE SIDEWALK CONCRETE SIDEWALK 3 IN. BASE (MIN.) STANDARD CONCRETE 3 IN. BASE (MIN.) CURB AND GUTTER 6 IN. LIFT 1.5-IN. MINUS 3 IN. LIFT PAVEMENT CENTERLINE CRUSHED BASE COURSE 3 IN. GRAVEL 95%COMPACTION 15 IN. LIFT OF 6-IN. MINUS \PIT RUN 3 IN. GRAVEL 95%COMPACTION 95%COMPACTIONSUB-BASE GRAVEL BASE (MIN.) BASE (MIN.) M'RIR 60OX (OR APPROVED EOUAL) WOVEN GEOTEXTILE FABRIC COMPACT UPPER 8 IN. OF STABLE SUB-GRADE SOILS TO 95% FOR UNSTABLE SUB-GRADE REFER TO GEOTECHNiCAL REPORT FOR ALTERNATE SECTIONS rA�SECTION TYP.ROAD CROSS-SECTION NEW HOLLAND DRIVE 45* RIGHT OF WAY 1.0' 3: 32.5' TBC TO TBC —5.0' SIDEWALK— 40 S2 28.5' WIDE. EDGE OF PAVEMENT 2 TO EDGE OF PAVEMENT 15.0' 13.5'— 6.5' BOULEVARD 2' WIDE 2' WIDE DROP CURB —CURB AND PROFILE GRADE LINE GUTTER CONCRETE 3%CROWN CENTERLINE) 3%CROWN 2% SLOPE = 2.0% '0 LK-IN MINUS 3 IN GRAVEL S 9 =F�_ DROP CURB F STANDARD CONCRETE CURB AND GUTTER 4 IN. THICK M-4000 CONCRETE SIDEWALK r7 3 IN. BASE (MIN.) 3 IN. LIFT PAVEMENT CENTERLINE 15 IN. LIFT OF 6-IN. MINUS 3 IN. GRAVEL 3 IN. GRAVEL BASE (MIN.)J 6 IN. LIFT 1.5-IN. MINUS COMPACTION CRUSHED BASE COURSE 95%COMPACTION PIT RUN SUB-BASE GRAVEL BASE (MIN.) 95%COMPACTION 95%COMPACTION MIRIFI 60OX (OR APPROVED EQUAL) WOVEN GEOTEXTILE FABRIC COMPACT UPPER 8 IN. OF STABLE SUB-GRADE SOILS TO 95% FOR UNSTABLE SUB-GRADE REFER TO GEOTECHNICAL REPORT FOR ALTERNATE SECTIONS K-B SECTION C5.1 TYP.ROAD CROSS-SECTION NOTES, "l— ALLEY A 1. REFER TO PLANS FOR MORE INFORMATION RELATED TO LANE SLOPE TRANSITION POINTS AND CURB TYPE LOCATIONS. 9 2. CURB AND GUTTER PER COB STD DRAWING 02528-1. DROP CURB PER COB STD DRAWING 02528-1. 3. REFER TO THE JUNE 2016 GEOTECHNICAL REPORT FOR WEST WINDS DEVELOPMENT FOR RECOMMENDATIONS ON UNSTABLE SUB-GRADE AND ALTERNATE ROAD SECTIONS. 4. EXTEND CRUSHED BASE COURSE AND SUB-GRADE GRAVEL 9 INCHES PAST THE BACK OF CURB. NO. REVISIONS DRAWN BY DATE PROJECT #: 16-003 SHEET NOT TO SCALE WEST WINDS SW - PHASE 11 32 DISCOVERY DRIVE DATE: 06/01/2018 wR Civil Engineering BOZEMAN,MT 59718 DETAILS C5.1 STREET SECTIONS PHONE(406)582-Mi GeotechnicatEngineering FAX(406)582-5770 -7 ' PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF BOZEMAN,MONTTANA _.aIIIedenqIn�rfnq.wm Land Surveying WEST WINDS SW-PH IIDESIGNED BY: RSR, ASG REVIEWED BY., ASG, MAF STREET SECTIONS 45' RIGHT OF WAY y 3 p 5.0' SIDEWALK 32.5' TBC TO TBC o x 28.5' WIDE, EDGE OF PAVEMENT 6.5' BOULEVARD TO EDGE OF PAVEMENT 13.5' 15.0' 2' WIDE CURB AND 2' WIDE GUTTER PROFILE GRADE LINE DROP CURB SLOPE = 2.0% 2% (FG CENTERLINE) 3%CROWN 3% CROWN < CONCRETE STANDARD CONCRETE - _ DROP CURB 4 IN. THICK M-4000 CURB AND GUTTER CONCRETE SIDEWALK 3 IN. BASE (MIN.) 3 IN. GRAVEL BASE (MIN.) 6 IN. LIFT 1.5-IN. MINUS 3 IN. LIFT PAVEMENT CENTERLINE 15 IN. LIFT OF 6-IN. MINUS 3 IN. GRAVEL CRUSHED BASE COURSE 95% COMPACTION BASE MIN. 95%COMPACTION PIT RUN SUB-BASE GRAVEL (MIN.) 95%COMPACTION MIRIFI 600X (OR APPROVED EQUAL) WOVEN GEOTEXTILE FABRIC COMPACT UPPER 8 IN. OF STABLE SUB-GRADE SOILS TO 95% FOR UNSTABLE SUB-GRADE REFER TO GEOTECHNICAL REPORT FOR ALTERNATE SECTIONS rA'�SECTION Ca"2 TYP.ROAD CROSS-SECTION ALLEY B 45' RIGHT OF WAY y 3 1.0' 3 40 5.0' SIDEWALK 32.5' TBC TO TBC 0 r- x 28.5' WIDE. EDGE OF PAVEMENT 2 6.5' BOULEVARD TO EDGE OF PAVEMENT ¢ 13.5' 15.0' 2' WIDE CURB AND 2' WIDE GUTTER PROFILE GRADE LINE 3%SUPER SPILL CONC. SLOPE = 2.0% 29 (FG CENTERLINE) CONCRETE FLAT CURB 3%CROWN (SLOPED 70 DRAIN) STANDARD CONCRETE - 4 IN. THICK M-4000 CURB AND GUTTER CONCRETE SIDEWALK g a 3 IN. GRAVEL BASE 15 IN. LIFT OF 6-IN. MINUS 3 IN. GRAVEL (MIN.) 6 IN. LIFT 1.5-IN. MINUS 3 IN. LIFT PAVEMENT CENTERLINE PIT RUN SUB-BASE GRAVEL BASE (MIN.) CRUSHED BASE COURSE 95%COMPACTION 95%COMPACTION 3 IN. GRAVEL 95%COMPACTION MIRIFI 600X (OR APPROVED EQUAL) WOVEN GEOTEXTILE FABRIC o BASE (MIN.) COMPACT UPPER 8 IN. OF STABLE SUB-GRADE SOILS TO 95% FOR UNSTABLE SUB-GRADE REFER TO GEOTECHNICAL REPORT FOR ALTERNATE SECTIONS B SECTION E _2 TYP.ROAD CROSS-SECTION NOTES, ALLEY C 1. REFER TO PLANS FOR MORE INFORMATION RELATED TO LANE SLOPE TRANSITION POINTS AND CURB TYPE LOCATIONS. 2. CURB AND GUTTER PER COB STD DRAWING 02528-1. 8 DROP CURB PER COB STD DRAWING 02528-1. 3. REFER TO THE JUNE 2016 GEOTECHNICAL REPORT FOR WEST i WINDS DEVELOPMENT FOR RECOMMENDATIONS ON UNSTABLE SUB-GRADE AND ALTERNATE ROAD SECTIONS. 4. EXTEND CRUSHED BASE COURSE AND SUB-GRADE GRAVEL 9 5 INCHES PAST THE BACK OF CURB. NO. REVISIONS DRAWN BY DATE �c�/�p/1p�r WINDS c c�A] ��]F j�cam` PROJECT Q: 16-003 SHEET NOT TO SCALE WEST VY IlV DAB S�'V � PHASE II 32 DISCOVERY DRIVE _ DATE: 06/01/2018 •s�R BOZEMAN,MT 59718 Civil Engineering �""� STREET SECTIONS PHONE(406)582-M21 GeotechnicalEngineering � DETAILS ��.� b�, FAX(406)582{770 (i-12 L PROJECT ENGINEER:ASG DRAWN BY: RSR, ASG, AJF w Z[fleAengieeertng.mm Land Surveying BOZEMANT MONTANA Y g 8 WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG. MAF �r,As�^ 1 °M1..,.v,.t^``� STREET SECTIONS R - 15' BACK OF 5.4" (0.45') CURB Q d 24" \ Pr 9 B 2^ DOWEL WITH 24-NO.S '4• IXPMISKIN RE 3"3'I OF CURB.3r CLEAR K o l.. JOINTS 4" TOPS01ROAD SECTION •• - - R 3- (TYP.) 9" 24" A 2R MAX. 4' ,/• Ta PER SLOPE '. 4 A.. 12" t - s X s'•: 4 6"THICK _.-3%SLOPE 'SIDEWALK X 1.20 MA;. 5•SIDEWALK(TYP.) 6� CONCRETE FLAT . _ A e ° < d ��A1G4'n•N sa. _ e 1 , . 7.5•• CURB ° I• f_ 9" • - - - - e d e •a a ` SCALE., 1" =5' \ ... .. - ♦ _ CRUSHED GRAVEL <. a 4 4' �',a ....�. .... BASE - 3" MIN. CRUSHED GRAVEL - C s 1/z'BLVD.(TYP.) BASE - 3" MIN. - - ' 6-THICK - CONCRETE SURFACE SUB-BASE COURSE SUB-BASE COURSE AS WrH -^ AS REQUIRED REQUIRED WARN MG SURFACEE55 CO P YDINC WITH AADAAC LE ,p~AN9OM Flow cne COVERING THE ENTRTE w1PDliH1N0GFTHE ,THE RAMGP RS. OONTEMIN OB OF CUTE E OF THE DETECTABENO LE SNWG STORM ORNN WLET ON THE LEADING EDG MAY BE MORE THAN 5 FROM THE FLOW LINE. (TYPICAL LOCATION) COMPACTED SUBGRADE REINFORCE CONCRETE IN RAMPS WITH FIBERMESH'AT A RATE IF 1 1/2 Ibs./C.Y. COMPACTED SUBGRADE OR WITH 6.6.10 GAUGE WIRE MESH 12"� 5'-0 12 TOP OF CURB I L 0.5' 1.5- 3/4' TRANSITION TO NORMAL SIDEWALK ELEVATION. DISTANCE VARIES. f}/4'PER 1'SLOPE 4'PER 1'SLOPE _ NOTES: SIDEWALK r 1 2 PER 1'SLOPE 1. SUBGRADE AND BASE COURSE COMPATION SHALL CONFORM TO SECTION 02230 OF i 6-'i 5' SIDEWALK 5.5" NO LIP 9.5"--� -s5'--� 2. CON ACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A VARIES LANDING �W �E SECTION B-I3 5.5' MINIMUM DEPTH OF 3/4" AND MINIMUM WIDTH OF 1/8 NO LIP 9.5" 3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, P7S, CURB � 1.yp 1W- NO SCALE DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB RETURNS AND AT NO MORE THAN 300' INTERVALS. THE EXPANSION MATERIAL I� I SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB. 4. NO CURB SHALL BE PLACED WITHOUT FINAL FORM INSPECTION BY THE CITY 1 �µ� ENGINEER OR HIS REPRESENTATIVES. z 1/2-DEPRESSED 5. CONCRETE SHALL BE CLASS M-4000. 6" 6" CONCRETE CURB SECTION SIDEWALK IAMYa G NOS 6. CRUSHED GRAVEL BASE COURSE SHALL MEE THE REQUIREMENTS OF SECTION 02235 RAMP 3" G VEL BASE (TYP.) l \. 1. Subgrade or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.) MPWSS. SECTION A-A� - 2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4" and minimum width of 1/8". NO SCALE /�3. 1/2 expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more than 300' intervals. The SECTION C_C expansion material shall extend through the full depth of the curb and gutter. 4. No curb and gutter shall be placed without o final form inspection by the City Engineer or his representative. CONSTRUCTION NOTES: NO SCALE 5. Concrete shall be Class M-4000. 1. Standard applies to new construction, with max. curb R-15% and min. 5.5' boulevards. 6. Crushed gravel base shall meet the requirements of Section 02235 (MPW SPECS, 2003 ed.) For curb and 2. Ramp and curb can be poured monolithically. gutter replacement projects• washed rock may be used for the grovel base. r 3. Storm drain inlets shall be constructed "upstream-of ramps. Alternative locations permitted only upon City Engineer's approval. 4. Romp width shall be 5' minimum. 5. Sidewalk cross-slopes shall not exceed 2%. a 5 1 DETAIL 2 DETAIL. 3 DETAIL. _ C5.3 CTOB INTEGRAL CONCRETE CURB&GUTTER C5.3 CONCRETE FLAT CURB C;.3 COB PEDESTRIAN RAMP 5 E 3 g NO. REVISIONS DRAWN BY DATE T PROJECT #: 16-003 SHEET WEST WINDS S S; PHASE ;g 32 DISCOVERY DRIVE LL DATE: 06/01/2018 _TT BOZEMAN.MT 59718 Civil Engineering • DETAILS C5.�D�4 Z'A��..a� PHONE(406)set-0221 Geotechnical Engineering FAX(406)582 577o LIEDPROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF vnvw.ellledenglneedng.com Land Surveying Nl RING BOZEMAN MONTANA WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG. MAF 1 °r••.,.P..1°`�� DETAILS l FINISHED GRADE r INSULATION LENGTH IS INSULATION DETERMINED WHERE DEPTH WIDTH m OF COVER IS LESS THAN SEE TABLE o MINIMUM REQUIRED Q. \ INSULATION THICKNESS SEE TABLE SIDEWALK BOULEVARD LI VARIES—�I I PROPERTY EXPANDED POLYSTYRENE UNE }' MIN GRAVEL BASE RIGID BOARD FOAM PLASTIC. REFER TO SPECIFICATIONS 4"THICK M-4000 CONCRETE FOR ADDITIONAL INFORMATION. WATER OR SEWER „ SECTION B MAIN OR SERVICES PIPE BEDDING STANDARD CURB AS PER MPW 02221-1 5' TRANSITION TO SIDEWALK TRA N SECTION FROM STANDARD CURB EXIST CURB TO DROP CURB: PIPE INSULATION-TYPICAL CONFIGURATION EXPANSION JOINTS ZOMPLETELY AROUND SIDEWALK SECTION APPROACH THROAT WIDTH VARIES CURB&APRON POURED MONOLIRUC OIL SURFACE UNLESS OTHERWISE APPROVED CONTRACTION JOINT , COMPACTED BACKFILL EXPANSION JOINTS AT CURB RETURNS FLAT CURB ' A BACK OF CURB FLOW LINE . - RIGID BOARD SIDEWALK COyTRACTION JOINTS EDGE OF COTTER _ INSULATION DEPTH D1f`T INTERVALS —EXPANSION JOINTS IN a VARIABLE TO BE PLACED LS CED AT 25' m ONANTE NUBSTTAA10 INTERVALS I CURB .. EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE—FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ' - ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB R MATCH EXISTING SIDEWALK GRADE PIPE BEDDING WATER MAIN SIDEWALK CONCRETE APRON 1' S' 7YP. (VARIES) ER NOTE: A+2B 2 REQUIRED INSULATION WIDTH I.I I/4" P FOOT SLOPE STREET SURFACE WHERE A = TRENCH WIDTH t: a t•• .ate' J• a _ PIPE INSULATION-NARROW TRENCH CONFIGURATION WASHED K I a 3" MIN. IN. 6" THICK DROP CURB & GUTTER M-4000 CONCRETE a OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH INSULATION MINIMUM REQUIREMENTS TABLE SECTION A DEPTH OF BURY OVER INSULATION INSULATION TOP OF PIPE THICKNESS WIDTH- DETAIL 4' 2.0" 4' s 1.s 2' cs.a TYPICAL ALLEY APPROACH AND SIDEWALK 6' 1.0". ' ACTUAL MINIMUM INSULATION WIDTH TO BE INSTALLED IS THE GREATER OF TRENCH WIDTH OR CALCULATED INSULATION WIDTH LISTED IN TABLE ABOVE. • � 8 DETAIL C5.4 PIPE LINTE INSULATION NTS i NO. REVISIONS DRAWN BY DATE WEST q}�7g}���'pc ��] �[]�p A PROJECT q: 16-003 SHEET 0'�'��7� WINDS LJ sJ WO' P117LL"`lSE Y1 32 DISCOVERY DRIVE DATE: 06/01/2018 Nm+Er xor< BOZEMAN.MT 59718 Civil Engineering �1 «.Kw DETAILS PHONE(406)582-Ml Geotechnical Engineering � DETAILS �.�.� FAX(406)582-ST70 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF —allledengineedng.mm Land Surveying ENGINEERING BOZEMAI�T MOIVTANA � 'VEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG. MAf caAsao 1 °j•..,.wo1``a� DETAILS r DAVIS LANE XISTING) O cco oO O O N O N O ^ N pJ O, p m O o OF [-• m F N E N a0 ri i .i ri ri r ri m m m m _ p 00 N I ---- — r ' e� -- - e. I.a I: I I I I I I I I I L I -- w w " — .I w s s s ALLEYA a wa ■ "' d �L --- ------- ———— r Jim j a I r--I—-- --I-- — I r--- ry� THREE 12" X 51LF UTILITY CONDUITS I } cF to I n ^ SEE SHEETS C5.6 & C5.7 m Q I •°p �_+ F me r o, ,,, TOTAL PIPE LENGTH 153LF v 0 "r c 0 nz F aDX F N0 �l �0 ,-1 NN • ��0 Ncp Nvp O_ <Op I IL. ♦ r'r h O1 p l J I I I IIr `m°r EXITING wA7ER SERVICE I E .� PROVIDE LOFT SEPARATION m w' o o o - .•, < FROM PROPOSED HYDRANT I n p Y `: o x �. o oo r F; o AND STORM DRAIN- I I �:m THREE 12" X 66LF UTILITY CONDUITS i m p m e Fp I I EXITING UG UTILITIES ® „� , f I SEE SHEETS C5.6 & C5.7 , '�°'= " ..1 c F I �\ mx Wo I TOTAL PIPE LENGTH 198LF m O I L I - ---1 --- L - — � I I -- w w w w w a I ■ NEW HOLLAND DRIVE ■ i ■ ■ sD C TWO 12" X 66LF UTILITY CONDUITS SEE SHEETS C5.6 & C5.7 r THREE 12" X 66LF UTILITY CONDUITS N c p I TOTAL PIPE LENGTH 132LF -- (---- - - *°' •� MATCH DEPTH OF CONDUIT TO EXISTING GAS LINE. SEE SHEETS C5.6 & C5.7 r- I TOTAL PIPE LENGTH 198LF ` I f 1 aO COORDINATE w UTILITY COMPANY. I I 5 0 Ne O �mv0 Iq& ,n Qp voiQFp ao0 I cn I �7 - ti h m 0 I t=7 N c p X h0 NIE I EXISTING CONDITIONS BOUNDARY o0Y nz o n - n « n n n < n I.y..__ UTILITY NOTES: 7 =I "i m -p' vi m N m vi n O vi w vi m O nF. p N O r EXISTING UTILITIES SHALL BE VERIFIED. AT ALL LOCATIONS OF UTILITY CONDUIT .7 O '� ,, m E I •- , N O1 "a n°' -�I I x e CROSSINGS OR CONFLICTS WITH EXISTING UTILITIES CONTRACTOR TO VERIFY t - - DEPTH AND LOCATION OF UTILITIES. SEE SHEET CO.2 NOTES 6, 7 & 41. I o I PN.d'O y I L I 0 S nw _ I L--- SEE SHEETS AND C5.7 FOR TYPICAL UTILITY CONDUIT CONSTRUCTION, SECTIONS. ANDD PROFILES. - _ _wr w x wJ S—w w I -- --- S w w s r s 1_`TI_��s s■ In y-- T_ s w s w w- Wit F - _ —ys s v 0z -01 I� EXISTING UNDERGROUND GAS LINE i TWO 12" X 51LF UTILITY CONDUITS rn F m x F m r SEE SHEETS C5.6 & C5.7 v O, �' O °i d O m c O m e Fp m F n z F I E I TOTAL PIPE LENGTH 102LF I O O I 3 E_ /c� -zE� _-' - ---- --- - �, _ �. 1eL >a l c EXITING UG UTILITIES _ NO. REVISIONS DRAWN BY DATE 0 5 111 0 100 150 WEST WINDS SW _ PHASE 11 PROJECT g: 16-08 SHEET B DISCOVERY DRIVE DATE: 06 VIE/2018 C5.5 SCALE (FEET) ,x�[w uort BOZEMAN,MT 59718 Civil Engineering '� UTILITY 3 CONDUIT�T PLAN V PHONE(406)582-Ml GeOfechnical Engineering OVERVIEW FAX(406)582-5770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF w .ylledengtne tng.c Land Surveying EN MEMIM n• BOZEMAN MONTANA � WEST WINDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF °",.,.r.el OVERVIEW&PHASING UTILITY EASEMENT(VARIES) TYPICALLY 10'-12' D. W MCHT or war UTILITTYYPICALLYEASEM NOT (VARIES) o' 5.0'SDEWFIN 3V TDC TO ieC 5.0'SNEWn1.K 6.5'SMU ARD 6.5'eOUEEV, Y MDE Y WOE WRB R GUTTER R1 u!D yOK—2 Di NMRUNE cu,mn 3i CROWN li CROWN 21 SLOPE 2.02 30" 36" UTILITY TRENCH SEE DETAIL 1 ON SHEET C5.7 (BY OTHERS) 12" 66.0' UTILITY CONDUIT UTILITY TRENCH SEE DETAIL 1 ON SHEET C5.7 (BY OTHERS) rA SECTION C5.6 TYP.UTILITY CROSSING NEW HOLLAND DRIVE 10.0' UTILITY EASEMENT 43'wart Of War 10.0' UTILITY EASEMENT Lo• my Mc TD TBC 5.0'SVE.A 8.5'90UlEVMD 2'w.DE T M1VE DROP MM AB•ND R7RUNE Nn� 3.CROWN >x CROWN 2% SLOPE 20i L� .sr1t�'� •iy�a .�1.J+"F�F v Tr- `.L..'<.•7L.sj• :.�.� .F!a.s �.")"i. _ . I 3.0 ..30" 36" 3.0'ryn � o E b UTILITY TRENCH SEE DETAIL 1 ON SHEET C5.7 (BY OTHERS) 51.0' UTILITY CONDUIT DETAIL UTILITY TRENCH SEE n` 1 ON SHEET C5.7 12" Q (BY OTHERS) �B SECTION E C5.6 TYP.UTILITY CROSSING ALLEY A UTILITY CONDUIT NOTES: SEE DETAIL 1 ON SHEET C5.7 FOR TYPICAL CONSTRUCTION. 3 MATCH EXISTING GAS LINE AT THE-.CROSSING OF NEW HOLLAND NEAR THE INTERSECTION WITH BREEZE LANE. SEE UTILITY CONDUIT PLAN FOR NUMBER OF CONDUITS AT EACH CROSSING (SHEET C5.5). 8 NO. REVISIONS DRAWN BY DATE `�, PROJECT y: 16-003 NOT TO SCALE 2 4�'S�T WINDS SW - PHASE II 32DISCOVERYDRNE DATE: 06/01/2016 SHEET FNa+EW swrT BOZEMAN,MT 59718 Civil Engineering DETAILS ��.� UTILITY CONDUIT SECTIONS PHONE(406)582-0221 Geotechnical Engineering N.—1,PE FAX c4o6�562s77o CPiD PROJECT ENGINEER: ASG DRAWN BY: RSR. ASG, AJF www.al(406 582-i770 Land Surveying IXG/MEFRfNG T BOZEMAN MONTANA � WEST WILDS SW-PH II DESIGNED BY: RSR, ASG REVIEWED BY: ASG, MAF 5 ' •..,.P,.1``a� STREET SECTIONS • • S UTILITY EASEMENT (VARIES) .s•wcR1 w w�v UTILITY EASEMENT (VARIES) TYPICALLY 10-12' 10. TYPICALLY 10-12' i0'SIDEWI1L1t 31V Toc TO MC 6.5'BWIEV,VaD 2•WDE q,Rg µ0 2'WIDE WTn3+ 3.SUPER SPILL CORC. SLOK ERU" 3x�DWR 3.0'--� 3.0' UTILITY TRENCH SEE DETAIL 1 THIS SHEET(BY OTHERS) UTILITY TRENCH SEE DETAIL I 12" 51.0' UTILITY CONDUIT THIS SHEET (BY OTHERS) UTILITY CONDUIT NOTES: SEE DETAIL I ON SHEET C5.7 FOR TYPICAL CONSTRUCTION. MATCH EXISTING GAS LINE AT THE CROSSING OF NEW HOLLAND NEAR THE INTERSECTION WITH BREEZE LANE. SEE UTILITY CONDUIT PLAN FOR NUMBER OF CONDUITS AT EACH CROSSING (SHEET C5.5). A SECTION Cs.7 TYP.UTILITY CROSSING ALLEY C FG 3" OF ASPHALT CONSTRUCTION NOTES: 6" OF 1.5" MINUS ROAD MIX COMMUNICATIONS UTILITY TRENCH SHOWN FOR ILLUSTRATIVE 0" MAX. 15" OF 6" MINUS PIT RUN SUB—BASE FG PURPOSES ONLY. ACTUAL UTILITY TRENCH DEPTH, CONFIGURATION, AND UTILITIES BY SUB—GRADE MATERIAL SUB—GRADE MATERIAL COMPACT TO 95%OF ASTM D-698 OTHERS. COMPACT TO 95%OF ASTM D-698 40" (SEE NOTES) 12" CORRUGATED DUAL TYPICAL DEPTH FROM FINISHED GRADE TO WALL PVC UTILITY CONDUIT WITH END CAPS AND BAND 0.5' 0.5' NATURAL GAS BOTTOM OF UTILITY TRENCH IS 40". ELECTRIC PRIMARY 1.0' 1.0' 1.0' MIN (I—PHASE, 2—PHASE, o 1.0' MIN 3—PHASE) FINISHED GRADE MAY VARY OUTSIDE OF '- u ELECTRIC S .0 SERVICE ROADWAY _ UTILITY CONDUIT NOTES: OR SECONDARY 5 1. ONE CONDUIT FOR ELETRIC LINES. ONE FOR GAS LINES AND ONE FOR COMMUNICATIONS. 2. CONDUITS SHALL HAVE STRUCTURAL STRENGTH TO WITHSTAND HS-20 LOADING AND A 8 MINIMUM STIFFNESS OF 46 PSI. CONDUITS TO BE OF MATERIAL APPROVED BY THE UTILITY COMPANY. HDPE UTILITY CULVERTS MAY NOT BE PLACED WITHIN PUBLIC RIGHT—OF—WAY PER COB DESIGN STANDARDS. 3. THE CITY OF BOZEMAN PREFERS A-2000 PVC CORRUGATED PIPE OR APPROVED EQUIVALENT. 4. SEE UTILITY CONDUIT PLAN ON SHEET C5.5 FOR NUMBER OF CONDUITS PER CROSSING. E 5. SEE SHEETS C5.1 & C5.2 FOR TYPICAL ROAD CONSTRUCTION SECTIONS. l DETAIL DETAIL C5.7 SECTION—UTILITY CONDUIT CROSSING C5.7 SECTION-UTILITY TRENCH(BY OTHERS) 8 NTS NTS NO. REVISIONS DRAWN BY DATE WEST ����� �� _ PHASE �� PROJECT //: 1/208 SHEET NOT TO SCALE 32 DISCOVERY DRIVE _ DATE: O6/01/2018 ^ •s�R BOZEMAN,MT 59718 Civil Engineering 7 --- iJT�ILITI' C®IiT��JIT SECTIONS PHONE(406)582-0221 Geotechnica/Engineering DETAILS ��./ R�b,sl FAX(406)582-5770 ALLIED PROJECT ENGINEER: ASG DRAWN BY: RSR, ASG, AJF w aBiedenglneeringm. Land Surveying ENQIHEERBYIi r r BOZEMAN MONTANA � WEST WINDS SE T — S II DESIGNED BY: RSR. ASG REVIEWED BY: ASG. MAF � °j••.•.P..t•`� STREET SECTIONS Appendix C - fs ( w y• 174�- It-711 o r=� o ° 1j - 1 � �Pe R . ✓ . . � / r. 't. ��• .. �, ;ram ..� .±;�f- .. A Y S T E, SPRING ECENEBOZEMAN, MT59718 WEST WINDS TOT LOT CILP �! 'i - J `J J BOZEMAN, MT OCT 25 2010 657-118130 WEST WINDS SUBDIVISION PH. 2A & 2B R[ 101 1679 BUCKRAKE AVENUE DEPARTMENT OF COMMUNITY DEVELOPMENT, O:\22\112OO\01\CAD\C3D\ReV.sed Londscope Pion s\MC12-CS-LA Pork Plon.dwg PLOT DATE 2014-12-11 10:31 SAVED DATE 2013-07-12 14:30 USER: clitle DOWLHKM FILE No:XXX-XX v cm Way x I �ptCrs �o m aJ 9^ / Y49. M. \/\/�/� • tir \ / ol a m w �f \ 1 •�f 7 ----- ----- -------- PHASE- --------- Buckrake venue m `'� +.� ��• M ` ^> o t Ako _ gray a ' c ;cN�O-oy QQ D oo s Y A D m IjJ C L O 1'.� [ v1 I yy ,Tp U ASS Z p O C 7C O T Z b 001�1 I�SZ 6 N O N p O C 'RI7 O I IN If _o 5yn j� �1 �ncX to < 1 Irl 11 I fQ I 4 t N ON IRE > 0§ o v RUSIONS > WEST WINDS PLANNED COMMUNITY REV DATE DESCRIP710N BY ° 1 BOZEMAN,MT N '_'�_ WEST WINDS COMMUNITY PARK DOWL HKM g CENTRAL PARK AREA(PHASE 2) 209051edLm Orke Bozeman,Montana 59715 N 40VA64W www.0awtikmcom O. 4� ANN- 20�) ; ; •t-21 t n r 27 � •+ 24 ' BAXTER LANE _ � _. - �•� f• i _ -+ DAMS LANE „29 BUCKRAKE AVE PROJECT LOCATION _2] _ ,; _ W.OAK STREET \\ \ I f 25 N 19TH AVE. 75 g 1. rowwrwm 9 22 7{ �J 5 6 ^: Sl 7 ^ y 32•`� f SS 4J �s Rn.lenl n 6+�.�w.G1 tin D PHASE 2A a 05 05 a -o i y ` —o{ _ 02 z f02� Wj rwnst oD, _oa j ox E sue, TSC --- { �s�.• '' x� f r-�.'t��.,�' ; 1�' �;�- ,o,� � �, .__ ]I•� � 9 fbr RU Jt ~ '21 ... Ida. Du�lun R{�ca ..�-• ..._. _ _� �� � 1 t ��;' .� J.'� � '� w.at•1�e 1.na s.c �-'� I 12 Car ♦ "t BOZEMA "� - ,,S� coa•1i•st _ _ 17 a •oeRr`_w txsrlw\ —- L1.1.1 jet .- _ t7,i 16 15 tl t� �' ram - _ Eparw-wu.ro11.o1 � .�t-i 1 fi 's.:j�• i'""i1 a n]na tm.rn •`• � �• �• 16 t ASIro EWCtNG: I L:..i f, .��, •L-I N I "'� `' i Id !RO . - •T— _ KaAA Bones-7,.IFt .at WaiND,•Y1T10.10.D01 -'— 4-1 21 20 r x2 *•_ yxJfj-�; �: �2ac.;t 51 -} g •a xo'Z , xt 21 i � 1 � ✓!� I �..11a¢v,1sa � �E.'.3'._.t>�' 1't it:;�rF •_15 ;3�g't.�1�, fi: I ___ __ ,o-tc wr / 5 .0 atRlcn,nf a..F].•.1�. za ` S 2D —z7 x zs 1 50 •i . t xa 2e n O L.— — — — — —�--- --J ma m_ Y\ EAS',N6IUMMM. DQA PO 1 . �g .470RM POND A / f.la1W ata) Q W Y i cc rya j OEdfJtlm PL13LIC _^ PARIQAO 1DIM& {21]ACRES W N� yytt � O q '�,•'' Dal{ $EP].20.201E 4 NBD ,72,W � WEST WINDS TOT LOT >e / CILP BREEZE LANE w „ SITE PLAN SALE �T E A S T O N BOZEMAN, MT L 1 -0.1 1 =as-o T P N DEVELOPMENT EXISTING SOD - ` EXISTING SOD PARK SIGN EXISTING TRANSFORMER _ PARK BENCH •��^ /^�• ' �f~ EXISTING WELL RE:5/L1-12 I� `;: /,' ••� �,.ter�, ."/ EXISTING ELECTRICAL EXISTING IRRIGATION CLOCK j ;�+ ram. \.` `1�\°\�. `\ `�•/ .�` _.`,�j r1 '.��• \� '� 5a-(r VISION TPJANGLE , `�V�'' _ .TRASH RECEPTTCLE• LANDSCAPE NOTES I. ! -t. ,sn / 0. - ,RE:B/L1-1.2 i Lei • `` ,� A ~`�•ems; .`n� ., `; _ \� CLASS II TRAIL ,.AU-EXISTING OU40ATION OAM%QED ou .q CONSTRUCTION Vn SE REPAIRED By GENERALTOo. _ \\ .+s-, �'" •yf'f' i'•..�w�.. �. I71 R T / CONTRACTOR PRIOR eM0.E10 TN OF PRo.AMT. .� ,� }••- mot,.. RE:2/L1-1.2 BE'': - � `.• '•"`..�2'K'/ S ; ,jiwAit /,• r A�� FORAAT&ALL SEEDED 800�8 W AUTOMATIC RRDATION EWVNID SvSTE. •, N f,Jy /, FOR ANY NEW DADS THAT ARE ADDED ., •\ 'y. `� ,'�•., a.'3 T / �1 4.GENERAL.CONTRACTOR IS RESPONSIBLE FOR SLEEVPq WM.2-I UNDER ALL PAVED AND i , POURED SURFACES. ,y 5 ALL DISTURBED AREAS LUST BE RESODED TO E)asTwo CoNDITON. (- .CBS - `\_ n! a GRADE CONTOURS ON THUS PLAN COULD OFFER FROM ACTUAL � l TCA T.AVLDR CHANGES FROM PREUNARV COMM TO ACTUAL INSTALLEDINSTALLEDLANDSCAPELANDSCAPENAYPNAY OCCUR T:,` ` -W ` yi/ l i TADURING 04STALLATION DUE TO SITE FEATURES AND DESIGN WTERIMETATION. ,`• �!! r,' / S LANDSCAPE CONTRACTOR SHALL REVIEW GE 7rECNiCAL REPORT PASOR TO INSTALLATION, • - :A,�^:•,;'�'- \ �;/ Y•' A _ COPIES OF REPORT AVA6.ASLE UPON REQUEST.RE:ARC-TECF. L� 0.LANDSCAPE LIGHTNO IS Nor DESIRED AT THIS TRAE IFLJDHTIq IS ADDED.THE DESIGN►RUST •�•�••- JJJ ` �•y'! / / �V BE APPROVED BY COB AND WEST VP IOA. ,D.GENERAL CONTRACTOR TO CALL N LOCATES PRIOR TO PERPOWAI G ANY WOFW- PLANT SCHEDULE PROPOSED LOCATION FOR - TOT-LOT PLAY STRUCTURE �7- • SYMBOL SCIENTIFIC NAME COMMON NAME OUANITIY 6 SIZE PLAY STRUCTURE SAFETY AREA l- �% < J TT ff WOOD MULCH � ucls P/CEA PUM3fNS COLORADO BLUE RIOT LOT P� `'��// RE:1&1-1.2. - - ; / SPRUCE SF� %' MALUS THUNDERCHILD (3)2•CAL. -\•-`. - \ /.` r r // THUNDERCH/LD' CRABAPPLE • /} FUTURE SWING SET LOCATION. INSTALLATION AND PURCHASE BY -EXISTING SOD. - OTHERS.SAF EY ZONE FOR 2 - % / C) EXISTING SOD PLACE SWING SET SHOWN. /' r ENGINEERED 3200 SF . . I WOOD MULCH 90 YD / J TCA T-5'PIPESTONE 4 BOULDERS SEPT.p.m,e �/ WEST WINDS TOT LOT . NORTH / C I L P /0 0 10 zD / y TOT LOT SITE PLAN ' ,� E A S T O N BOZEMAN, MT L -1 .1 1/g•=1_OTOTLOTPLAN DEVELOPMENT - EXISTING SOD D'MIN. ! 9'ASTM F1292 APPROVED WOOD CHIPS.DESIGNED w:O MAX FOR I O'MAX FALL HEIGHT.PER.CPSC. za MAX SLOPE WEED FABRIC A;T M -- 1 _ _ FI MIa. MIAUB GRAVEL OEM . �— _ :-'.f ;__�i::•;.`•:: FINES(SEE NOTE I) - I - I I 3'SECTION OF CRUSHED ROCK,DRAINAGE LAYER 9 Lad 3/a MINUS BASE_ 11-1 I DWAC�IE BUBGRADE 1. NATURAL FINES SHALL CONW6r OF 80%SAND.TDs CLAY 2. A SOD.S[ERILANT SHALL BE APPLIED TO THE SUBOMDE PRIM ^ ro�Dr�THE �PLAY AREA SECTION 1•-1-0 / ` TYP-COB CLASS II TRAIL SECTION ^' SPECNir�o-Waaa ter OG SF-126 77Yu SF-fit PAAKBEMCH yq��(�7Z � � �, - _�ww.et w,.e.....�,..r ' • ,M1ryo _ ' o's"� V m.e.w•,++e�w.«rua�u r ,q'',i•yi t•N`i5•` 0. OR Ls AND %• �Pd� _�v` �.`' R D D PRUNE ALL DEAD OR DAM am bosi+v•uw w nc.a.ra ti '':'� `7-'4 .. "'P�� .3 4•-is Y a"`�: BRANCHES UPON EVSrAL[ATION ea r•.aw.er.ua.rr,+. `. _aw-.H ' L• aISTALL STAKES AND TIES INTO o w�.waw..ra9w..��.��� •' - .- �. ' • ..� EIDSTM NATIVE SOL.DO NOT rc wwualOra:w.a.•.piwm..o. Fi• •�i '' af.•T Y-•>'1+)• PENETRATE OR DAMAGE ROOT .v.�.••�a......w wu.wmr•.. i Dr [o nw a•eD wi BALL ALL STATES TO BE w.o�•"y'•'^�••m , -9 'I..A.a p, RETW VED AFTER 2 YEARS.CROYM BOULDER RE PLAN y i•"+�' '• ••: • .. OO�TO�GRADE. AGGREGATE BASE `,fi e �'' r..• .'. >t BURLAP TO BE CUT BACK IM UIIJ I� -wow+nr.wo- - .�wr..-r _ �•xv+.Iw. me'.'µ F'A JV 1 AND ALL TV/DBE AND waif TO BE FINAL GRADE u 6�.r Yvrw nq�w t�••`�.o•" M, c PULLED BACK FROM TOP TD THE Tw'PL••na•r��rlw� r .n SIDES OF THE ROOTBALL NATNE SOIL ir'd•.r T TOPSOM xw N• `1~ i. EXCAVATE 9t THE ROOIBN.L .J... . CROIYfD PIAN L•a'•'Or••w.M moc..wrwAw,au. wwas.f"w .va.••II DIM[ETER �j:.:� _:.t A\4TH0.0bRDl.•..._/�. NLIX+.wYEA I <�J, OOVOi:Tr PAD.rAO0AE0[NS•I.H.TA]E NZ,R'aL01E `3j•S w w"O' ♦ ,T•unwxw.r I .'Mw.w•TR•A•w V• r OTKar[F�~ r xtw NKwEwwrr.♦ xn•bira'� ..wbr0.a MrLC•, MLGROUMD OETAd o[••A I 0[t•w): l TREE PLANTING / ,, , BOULDER DETAIL ��PARK BENCH `T 1•= 5 Not To Scale __ SEx RWTD.TP DNLry � "I m•[acm.AD••col YrOs.m[rasr®. �l ..AT•GF Asi,q•aLD.E w [-a.-=FILL NDL�[� 1 Y nwlw••, �.. I H1vR•Wtltp rAM MODEL MD.SF-2197)/Lv SF-211 LlT7ER RECEPTACLES PV,N,. " w•>a•„ .-..i_-j F r h'—esr R T a-[c•zTTl TIa s Ei E R PA _I - I � -+TID ao Dr.na .-- J'�w.•[ �'�'i�''� •r...F.., varw•�b "•"" yHyr[l.Yr.m.r:r. • Vw. 1`1L/y��a..1-w r\ _ - ----_ + xia.a<SvB•L sI rv.(rttir?ASI______________ ter-.a•Ds.'][cM rWrrS["vHurt.1• _ _ ,a'PMwyLw- ._ __`- a SUl LAVAO I // Sfra[r(F.V•SleSl6 J _ FLUSNYOUM DETAd IMGROUND PEDESTAL rDJ'0 W([PUR YOUMT DETAd —h SfGI M[4[ • � I - 9. I 2-I / aLLaw r - L�—�^ ��ca.ereT[r•D ��' _ - _ • _ \= � L'rn ( I` I I ING 1131R �IG11q 11t�6 II.,ll11N1 1 ewrs i YPi D"° r.—yt: o Rat Top Dane UJ -� ! IY•uN CKOAIR[IXTAC Q • COxC6a ru L•i.r eeAn. STANDARD CITY OF BOZEMAN PARKS SIGNAGE PER INTRINSIK sPEC1rIDATKIHS - I 1 t!�ffi aypDc[p FOGS _ ��_ /r MGi�x.iF H•R/-W,FVV Apcewwcr......�,...w........ ....��..L e,...w...•..r...w L� GRAPHIC INCLUDED �o"P., .»r-.+«w.wr `+'.w.•.wwl.-•.r�•i raw� GRAPHIC INCLUDED TO SHOW DESIGN INTENT.RE:L1-1.1 FOR LOLfs`.rur.�i w.r.•�.+. r"�ww•+.r"i Li...r.. "'' •.wwFa Scour •.•i�'t'::�SFYi. SIGN LOCATION L YA�OOwA21rA2 w r - !3 —•s:a a sm cx.Iw:[ _ b.c....�....w>„• CONSTRUCTION DETAILS PROVIDED BY CITY OF BOZEMAN PARKS _NL vcw[[Is oouaz- -�•�,••`., 'f ,. r�.w ( •' so[[DEPARTMENT s', . ... .a.w.er.........e.w...u. �.... ...+��:..; �.L� _ v.'....'ii.:_`._s>< uxrwsrcD �,,. �,;,.>,r.,..,w,e.. ww,..www.w.....wl.x,r.• ,..,•,,.,.,,. GC TO PROVIDE INSTALLATION OF SIGN,GC TO COORDINATE WITH CITY OF BOZEMAN PARKS DEPARTMENT TO ORDER SIGNAGE. �J 'ILo.c-w••c[[aa r y�'7• Imo•) r rr.w worac.> r , r r r --------- _________ 3 ; PLAN SE=TIGN ASSEAaBLYDWAWYaf Ail• I.I'-D' TRASH RECEPTACLE — COB STANDARD PARK SIGN �r P" SEPT.611.00 ole 6 Not To Scale U Not To Scale ` WEST WINDS TOT LOT . ,B,,.DD C I LP IN S"°°' E A S T O N BOZEMAN, MT L 1 -1 .2 SITE DETAILS DEVELOPMENT Y ■ ■ 4'-0" J. ■ ■ o i i -_--_____ 2 ____ SIGN REMOVED FOR CLARITY e ■ ■ I I I I -SEE 1/A5.1 ■ ■ I I I I ■ ■ r-----4----- —————————-4------- —————————————L-————————— -----�— --� pip ■ ■ I I I ■ ■ I I I I co ■ ■ i i i I 6"X6" STEEL TUBE, CAP ENDS i I I I POWDER COATED (RAL 1014 IVORY ■ ■ i i I I A5.1 i ■ �_ I Ya" STEEL KNIFE PLATE f6 -WELD TO 6X6 TUBE • ■ ■ I L__________ I _ _I I i SELF ADHESIVE VINYL ♦ 6"X6" STEEL TUBE i I i i i GRAPHICS BY OTHERS N as ♦ I I I I I I co . N--------------- —�J ___________—__ L-- ______—___ _____� �" THRU BOLT (TYP.) Ya" STEEL KNIFE PLATE Ln \ 4 -5 Ya" STEEL PLATE v -WELD TO 6X6 TUBE - `" POWDER COATED(Ra O AL 8011 NUT BROWN) •Ya" STEEL KNIFE PLATE, BEYOND �' st °�` F CSX6.7 STEEL CHANNEL b UNFINISHED C" -WELD TO STEEL BASE I -........................ -- -: In STEEL PLATE M I Y4" STEEL KNIFE PLATE STIFFENER, UNFINISHED ,,� N 9 2 -1 -WELD TO KNIFE PLATE LLJ II AND BASE < �, ALLOW CLEARANCE FOR W I c� I WELD @ BASE PLATE (TYP.) °O ii o I A3.t I - i I A3.t %" STEEL BASE PLATE a E li m I i i UNFINISHED ~ N G. -.a i 00 i ® CONCRETE PAD w m II e I 1�1 _11 0(4) g"X12" ANCHOR ~aN; . _,;� ,_...:.:; ; . BOLTS (TYP.) Q I- + 11--_ o > U � U 2 0 SECTION - ---- -�\ I Q z 12"0 MIN CIRCULAR FOOTING A3.1 I I I I I I I I I I I I NOTES -EASE ALL EXPOSED EDGES 2 CONCRETE PAD i i i i -AVOID SURFACE GRINDING TO A .1 %" STEEL PLATE STIFFENER, I I I I ENSURE SMOOTH HIGH QUALITY I I I POWDERCOATED SURFACE UNFINISHED I I I I I -ALL BOLTED CONNECTIONS TO BE -WELD TO KNIFE PLATE AND BASE ' TAMPER RESISTANT Y4" STEEL KNIFE PLATE I I I I -ALL SIGNAGE IS DOUBLE-SIDED rn -WELD TO BASE I I I I rn ;: % "' :: C5X6.7 STEEL CHANNEL Bozeman,MT ;" UNFINISHED I I I I c0 9"0 X % STEEL PLATE I I I I UNFINISHED I I I I 12"0 MIN. CIRCULAR CPS 0 2 FOOTING BELOW I I I I A •1 I I I I City Parks Slgnage C.)ALLOW CLEARANCE FOR I I I I U 2'-6' WELD @ KNIFE PLATE L-____---__- L__--------- 2- (TYP.) a 3 PLAN SECTION 1 FRONT ELEVATION A3.1 A3.1 • I"= -O" A3.1 • "= -O" ELEVATION& • SECTIONS t CD to 06.11.2014 4 1/2" g., 4 1/2" z - Y 4" STEEL PLATE o 1 ::::.::...:-:.::.........:::.:..:.+::........ 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N ........................:....::.......................r::.:....:: ;:::,:_ ::- :.:�:: ::::_:...:: fO:.:.........:::-.-::,.-::-... :..-.-:: f s-=:::::.:a...::eia:a::...as:asss... -- --'-- -- ....:.:...:.:.:.:.:..:...............:...:........................... _ ::::.:.:..............,...,.......... _.....,....,.,........,.._............... ._......................._.........................._........................_._.........................._................................._..._.._...... O - I - - - a ..... .:::..: • SELF ADHESIVE VINYL GRAPHICS BY OTHERS 6'-0" LO Y4" STEEL PLATE • POWDER COATED (RAL 1014 IVORY) c m ALL TREAD ROD LLI o 0 WELDED TO BACK a, OF SIGN (TYP.) 1 SIGN ELEVATION 2 SIGN ELEVATION A5.1 1"=1'-0" Fn a M A5.1 1 1/2"=1'-0" U 0 0 * a > U o >. U U 1 1/2LOD Z ~ rL Y" STEEL PLATE Q- Z POWDER COATED (RAL 1014 IVORY) -WELD TO 6X6 TUBE Y4" STEEL PLATE 10 1/2" g" 6"x6" STEEL TUBE POWDER COATED (RAL 1014 IVORY) POWDER COATED 1'-0" -WELD TO 6X6 TUBE (RAL 1014 IVORY) 6"X6" STEEL TUBE o o r------------------------------------------ Y4" STEEL PLATE I I POWDER COATED (RAL 1014 IVORY) I I rn '------r--1--------————-----------r--T------j o Bozeman.MT I I I I in I I I I LO ccALL THREAD ROD I I I I I Y4" STEEL KNIFE PLATE L 2 -6 cps � -WELD TO 6X6 TUBE Y4" STEEL KNIFE PLATE City Parks SIgnage v -WELD TO 6X6 TUBE O 1r � fl. 4 SIGN DETAIL 3 SIGN DETAIL A5.1 1 1/2"=1'-0" - A5.1 1"=1'-0" A5.1 SIGN N DETAILS CD to WEST WINDS TOT LOT CILP PLAT & PARK PLAY STRUCTURE Roto Plastic Plastic Attachments Uprights 4 Metal Accents g Decks i • HDPE R Tranquility 0 • Site Furnishing D Model No: eco: SF-126 Thou SF 1311 PARKBENCH SF-126 6'In-Ground SF-127 6'Portable SF-128 6'Surface Mount SPECIFICATIONS SF-129 8'In-Ground FRAME:The frames shall be fabricated of 2-3/8"O.D. SF-130 8'Portable SF-131 8'Surface Mount galvanized pipe. SEAT AND BACK:The seat shall be punched steel with a plastisol coating. 0 HARDWARE:All nuts,bolts,screws,inserts,and lockwashers used in the assembly of all equipment, oovo° 000 shall be stainless steel,yellow dichromate plated steel, o°oo°° 0000 blue-coat plated steel,mechanically galvanized o00:0 00000°° •• or powder coated/yellow dichromate plated steel.All primary fasteners shall be 300 series stainless steel. °000°° 0000 •. • Fasteners with yellow dichromate treatment have an °°°o°° °°°o° •:�• electro deposited,99.9%pure zinc substrate applied °000°o from a specially formulated solution sealed with a °° oo°°oo°o 0 0 0 .. yellow dichromate top coat designed to work in ••:• conjunction with the zinc plating.Yellow dichromate has °o° • a 320%longer life to white corrosion and 275% • longer to red corrosion than does hot-dip galvanizing. •0 •• NOTE:All weights are based on average comparisons •. of each part. SPECIFICATIONS:We have a policy of continuous improvement and reserves the right to discontinue or change specifications without notice. PARTS LIST REF PART NO. DESCRIPTION SF-127 SF-126 SF-128 SF-130 SF-129 SF-131 NUMBER 1 Leg Ass' ., In-Ground 0 2 0 0 2 0 152099 2 Leg Ass' .,Portable 2 0 0 2 0 0 157851 3 Leg Ass' .,Surface Mount 0 0 2 0 0 2 157704 4 Horizontal Support 1 0 1 0 0 0 157796 4 Horizontal Support 0 0 0 1 0 1 169450 5 6'Punched Bench,Coated 2 2 2 0 0 0 160893 5 8'Punched Bench,Coated 0 0 0 2 2 2 160505 Hardware Complete 0 1 0 0 1 0 157867 Hardware Com lete 1 0 0 1 0 0 157868 Hardware Complete 0 0 1 0 0 1 157869 1/2"Wedge Anchor 0 0 4 0 0 4 800074" 1/2"Lockwasher 0 0 4 0 0 4 817342* 3/8"x 1-1/4"Hex Head Bolt 8 8 8 8 8 8 801004* 3/8"x 2-3/4"Hex Head Bolt 2 0 2 2 0 2 801010* 3/8"Flatwasher 16 16 16 16 16 16 817410* 3/8"Lockwasher 10 8 10 10 8 10 817334* 3/8"Hex Nut 8 8 1 8 1 8 1 8 8 804053* Unless Otherwise Specified,All Units of Measure are Each *Included in Hardware Warning:During Installation,Hardware And Small Parts Are Choking Hazards For Young Children.Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed,Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Revised-06/17/04 SHEET 1 OF 4 i • Site Furnishing Model No: Dew: SF 126 Thru SF 1311 PARKBENCH INSTALLATION INSTRUCTIONS NOTE:THIS SPECIFICATION BOOKLET SHOULD BE STEP 5:Locate position of holes for legs using the KEPT IN CUSTOMERS FILE FOR FUTURE REFERENCE. assembled bench as a template. NOTE:Do not over tighten bolts.To over tighten may IN-GROUND cause buckling or dimpling of some parts. STEP 6:Dig holes and place a brick or equivalent in NOTE:Read installation instructions thoroughly the bottom of each to provide a solid foundation for before starting assembly.Pour concrete only after the bench legs.See In-Ground Detail. final assembly is complete.Bracing material may be NOTE:Due to extremes in weather and soil conditions, required during assembly. hole sizes may have to be increased to meet local NOTE:Do not tighten any nuts, bolts,rods,etc.until conditions. the unit is completely assembled. STEP 7:Pour concrete to within 0'-4"[10.16 cm]of NOTE:Place a brick or equivalent at the bottom of finished surface and fill the remainder with surfacing, ground holes(where shown),to provide a solid and/or backfill.Allow concrete 48 hours minimum,to foundation.Allow for this in hole depth. harden before using the park bench. STEP 1: Position the leg assemblies the correct SURFACE MOUNT distance apart. STEP 8:Place assembled bench in desired location STEP 2:Bolt the plastisol seat to leg assemblies,using on a concrete slab or flooring.Mark the location of the Detail'B'. holes using the mounting plates as templates.Move STEP 3:Bolt Horizontal Leg Brace to Leg Assembly bench and drill 1/2"diameter holes 2"deep into using Leg Brace Assembly as in Detail W.NOTE: concrete Not required on in-ground model. or flooring as marked. Reposition bench over holes STEP 4:Make sure the frames are square.Tighten all and mount to the concrete as shown in'Surface Mount nuts.Loctite(supplied by others)should be used on all Detail'. threaded hardware. V-6"[45.72cm]DIA.x NOTE:Hole Depths Indicated On 4'-9"[144.78cm] 2'-0"[60.96cm]DEEP All Ground Plans Are Measure (2 PLACES) Concrete Notes: From The Finished Surface.See Suggested Minimum In-Ground Detail.All Footing Dimensions Are Based On Level + + Concrete Rating:3000 PSI. Concrete Required Finished Surface. SF-126/SF-129 .22 Cubic Yards GROUND PLAN [.17 Cubic Meters] { BACKFILL V-4 5/8"[.42M] FINISHED SURFA E 4"[10.16cm] J 2'[60.96cm] EARTH CONCRETE BRICK OR EQUIVALENT V-6"[45.72cm] IN-GROUND DETAIL Revised-06/17/04 SHEET 2 OF 4 Site Furnishing Model No: Desc: SF-126 Thru SF 131, PARK BENCH of 5 5 5 5 00000 .•�•' o•.• .•.• .•'.• 00 .:.• ..�• • .0 o.o.• .•�:' •a•'•• •A% .•'i•' �i•'• :'• • .•'••'.0•�•''• .•'Of o•'.•'.•'• '•�• • �• ,•:0''•• 1 0'0 ':''•••O ••'••• • 2 �. •.. SF-126/SF-129 .: 2 4 1 SF-127/SF-130 5 LEG BRACE ..;.:.,.o;•' LEG BRACE ASS'Y .•':0'; :�'� = 3/8"LOCKWASHER '•of,''• '•''� .• (817334) �.• •e.•' o• • SF-128/SF-131 3/8"x 2 3/4" 3 4 HEX HEAD BOLT DETAIL'A' (801010) 3/8"LOCKWASHER(817334) 3/8"HEX NUT (804053) 1/2"HEX NUT PLASTISOL COATED SEAT " 1/2 LOCKWASHER • 1/2"x 2 3/4" (817342) WEDGE ANCHOR (800074) 1/2"FLATWASHER LEG ASSEMBLY e 1/2"DIA.2"DEEP 3/8"FLAT WASHER(817410) (4 PLACES) 3/8"x1-1/4"HEX HEAD BOLT(801004) DETAIL'B' DETAIL'C' Revised-06/17/04 SHEET 3 of 4 0 0 Site Furnishing Model No: oesc: SF 126 lhru SF 1311 PARK BENCH STOP IMPORTANT PRODUCT INFORMATION STOP AND SAFETY WARNINGS ❑ALWAYS FOLLOW INSTALLATION INSTRUCTIONS WHEN ERECTING EQUIPMENT. ❑ Regular maintenance is necessary on this and all park and recreational equipment to ensure the safety of the user. ❑Regular checking of all parts,castings,etc.should be made.If a part is broken or worn it should be replaced immediately. ❑CUSTOMERS ARE PROVIDED WITH COMPLETE SPECIFICATION SHEETS AND INSTALLATION INSTRUCTIONS.THE SPECIFICATION SHEET CONTAINS THE LISTING OF EVERY PART USED IN A PIECE OF EQUIPMENT AND SHOULD BE KEPT IN THE CUSTOMER'S FILES FOR ACCURATE REFERENCE WHEN REPLACEMENT PARTS ARE NEEDED. ❑ Proper maintenance of equipment requires regular tightening of all bolts,nuts,and set screws. Revised-06/17/04 SHEET 4 OF 4 s �play&park v structures® 7 � �pLAYCORE Company West Winds Quote#657-118130 7/5/2018 DuraMax Specifications General System Specifications: DuraMax features 3 1/2"O.D.uprights with a high-strength aluminum alloy clamp fastening system finished with a polyester powder- coat and utilizing stainless steel tabs on component connections. All uprights shall receive factory installed aluminum post caps and will ship with labels for manufacturer identification. All decks and components shall connect using the aluminum alloy clamping system. All climbing attachments shall include a 15" wide deck entry archway to control deck access to one child at a time and help prevent inadvertent falls. Manufacturer shall offer the following warranties on the materials and components of its system: -Lifetime limited warranty on support posts(uprights) - 15-Year limited warranty on punched steel decks,pipes,rails,loops and rungs - 15-Year limited warranty on rotationally molded polyethylene components -Lifetime limited warranty on all hardware Manufacturer shall be ISO 9001/2000 certified Manufacturer shall show IPEMA certification of compliance for each component that the product conforms with the requirements of ASTM F1487-01. Deck Components Return Step Return Step The Return Step shall be made from 12 gauge punched steel with a protective p&o finish in conformance with the specifications outlined herein.The Return Steps shall be a one-piece welded assembly finished with the matte PVC coating per the specifications herein. Support legs shall be fabricated from 1-5/16"O.D.x.083"(14 gauge)wall galvanized steel tubing.Support Legs shall be all- welded assemblies and shall be coated after fabrication with a custom formula of TGIC polyester powder in conformance with the specifications outlined herein. General Specifications of Materials Plastisol Coating All metal deck platforms,steps,bridge planks,ramps,kickplates,and chains are plastisol-coated. Each part is chemically washed and completely submerged in a special heat-activated primer and allowed to dry. Parts are then pre-heated and immersed in liquid poly- vinyl-chloride(plastisol). The PVC coating shall have a typical thickness of.080"to.120",and a hardness of Shore A 83+/-5 normal durometer range. This material is classed as"Self Extinguishing",meets or exceeds automotive specifications NVSS302,and contains ultraviolet inhibitors to help prolong the life of the coating. Standard color is brown,with optional colors available. The following characteristics apply: Tensile Strength-2,800 psi Elongation-290% Tear Strength-420 lbs/in 1.800.727.1907 playandpark.com la p Y park structures* - - - -A 011;Yy ORE company Rotationally Molded Plastics All Rotationally Molded Products are manufactured from linear low-density polyethylene UV-stabilized color and an anti-static compound additive. The tensile strength of this material is to be 2500 PSI as defined by ASTM D638. The typical wall thickness will be.250"('/A"). All rotationally molded products shall meet or exceed the following specifications:ASTM D-1248,type 2,class A and Federal specification LP-390C,type 1,class M,grade 2,category 3;Density(ASTM D- 1505);Brittleness Temperature(ASTM D- 746);Tensile Values(ASTM D-638);Flexural Modulus(ASTM D-790);Heat Distortion(ASTM-648);Low Temperature Impact (ARM-STD). All solid plastic panels are manufactured from high-density polyethylene. All solid plastic panels shall meet or exceed the following specifications:Density(ASTM D- 1505);Brittleness Temperature(ASTM D-746);Tensile Values(ASTM D-638); Flexural Modulus(ASTM D-790). Polyester Powder-Coating Process Powder-coat shall be an electrostatically applied custom formula of TGIC polyester powder. All components will be free of sharp edges and excess weld spatter and shall be cleaned in a four stage solvent/zirconium based bath,as a rust inhibitor,and a sealer to prevent flash rusting before coating. The coating shall have a super tough finish with maximum exterior durability and will have superior adhesion characteristics. Typical characteristics are:3.0-5.0 mil thickness and oven cured between 375 to 425 degrees Fahrenheit. Pencil Hardness H(ASTM D-3363),Impact(ASTM D-2794-69),Wedge Bend(ASTM D-522-68),Adhesion(Cross Hatch ASTM D-3359&Knife Scratch ASTM D-2197),Environmental(Stain Resistance ASTM D-1308,Humidity ASTM D 2247- 87,Salt Spray ASTM B-117&Fadometer 300 hrs with no loss of gloss),Oven-bake Stability 200%at 350 degrees Fahrenheit for 10 minutes. Clamps All clamps are cast of high-strength 356 aluminum. All clamps are 1-3/4"wide with a minimum wall thickness of 3/8",and are powder-coated to match the post color. Each casting is precision-drilled to receive a 1/4"x 1-3/4"zinc-plated steel hinge pin. The hinging design facilitates installa-tion and ensures a snug fit between clamp and post. Each clamp is secured in place using a 1/4"x 3/4"aluminum drive rivet to prevent slippage or rotation on the post. Fasteners for clamps are stainless steel 3/8"x 1-1/2"special tamper-resistant pinned bolt with locking patch,and a heavy hex nut,which fits in a recess,cast into the clamp. The pinned head requires a special tool for fastening(provided with each structure),thus ensuring vandal-resistance. All clamps receiving rungs are drilled and tapped to receive a 3/8"x 3/8"stainless steel cone-point set screw with locking patch, which prevents the rungs from turning or being pulled out. The 1-5/16"O.D.rungs terminate inside the clamp,thereby eliminating the need for end caps. The aluminum alloy used in the casting of clamps shall meet the following mechanical properties: Ultimate Tensile Strength-45,000 psi Yield Strength-26,000 psi Shear Strength-40,000 psi Elongation-8% Hardware All nuts,bolts,and washers,with exceptions noted,shall be 3/8"diameter 18-8 stainless steel in varying lengths,with a vandal- resistant hex-pinned head configuration and factory-applied locking patch. When allowed a 72-hour cure time,the locking patch will prevent the bolt from loosening without at least 4 times the installation torque. Park Structures will supply the special tool required to turn vandal-resistant hardware with each shipment. 1/2"diameter Ramp and Arch Bridge connecting hardware shall be Grade 5 zinc- plated,and 3/8"Clatter Bridge security bolts shall be Grade 8 hardened and zinc-plated. 1.800.727.1907 playandpark.com play&park18 - 498 structures ECENE ' a(�LAYCORE Comwny _ RFOCT Deck Components 251018 DI Triangle Transfer Point with Handhold DEPARTMENT OF Triangle Transfer with Handhold 1COMMUNITY DEVELOPMENT, The Triangle Transfer shall be made from 12 gauge punched steel with a protective p&o finish in conformance with the specifications outlined herein.The Triangle Transfer shall be a one-piece welded assembly finished with the matte PVC coating per the specifications herein.Handhold shall be fabricated from 1 7/8"O.D.x.12"(1 lgauge)wall and 1-5/16"O.D.x.083"(14 gauge)wall galvanized steel tubing. Support legs shall be fabricated from 1-5/16"O.D.x.083"(14 gauge)wall galvanized steel tubing.Handhold and Support Legs shall be all-welded assemblies and shall be coated after fabrication with a custom formula of TGIC polyester powder in conformance with the specifications outlined herein. General Specifications of Materials Plastisol Coating All metal deck platforms,steps,bridge planks,ramps,kickplates,and chains are plastisol-coated. Each part is chemically washed and completely submerged in a special heat-activated primer and allowed to dry. Parts are then pre-heated and immersed in liquid poly- vinyl-chloride(plastisol). The PVC coating shall have a typical thickness of.080"to.120",and a hardness of Shore A 83+/-5 normal durometer range. This material is classed as"Self Extinguishing",meets or exceeds automotive specifications NVSS302,and contains ultraviolet inhibitors to help prolong the life of the coating. Standard color is brown,with optional colors available. The following characteristics apply: Tensile Strength-2,800 psi Elongation-290% Tear Strength-420 lbs/in Deck Components Kickplates Kickplate measures 9-1/2"x 29",and is cut from galvanneal sheet metal with(4)7/16"x V slotted holes punched to coincide with deck flange holes.Edges are ground smooth and Kick plate is powder-coated after fabrication with a baked on polyester finish. Roto-Molded Components Drum Line Drum Line shall be 2-1/2"thick color impregnated linear low density polyethylene and shall conform to the rotationally molded specifications outlined herein,with double wall construction molded to a minimum 3/16"wall thickness. All polyethylene shall be linear low-density material with UV-stabilized color and an anti-static compound additive.All rotationally molded products shall meet or exceed the following specifications:ASTM D-1248,type 2,class A and Federal specification LP-390C,type 1,class M,grade 2, category 3;Density(ASTM D- 1505);Brittleness Temperature(ASTM D-746);Tensile Values(ASTM D-638);Flexural Modulus (ASTM D-790);Heat Distortion(ASTM-648);Low Temperature Impact(ARM-STD). Horizontal Pipe is made of 1 5/16"O.D.x.083"(14 gauge)wall Galvanized steel Tubing.Horizontal pipe has ends swaged to 1.065" O.D.and shall be coated after fabrication with a custom formula of TGIC polyester powder in conformance with the specifications outlined herein. Mini Amaze Panel 1.800.727.1907 playandpark.com play&p ark structures* A A OR E Co wy - -- --- -- - - _._--- ------- _-- _ ___ Mini A-Maze:Panel shall be 3"thick color impregnated linear low density polyethylene and shall conform to the rotationally molded specifications outlined herein,with double wall construction molded to a minimum 3/16"wall thickness. All polyethylene shall be linear low-density material with UV-stabilized color and an anti-static compound additive.All rotationally molded products shall meet or exceed the following specifications:ASTM D-1248,type 2,class A and Federal specification LP-390C,type 1,class M,grade 2, category 3;Density(ASTM D- 1505);Brittleness Temperature(ASTM D-746);Tensile Values(ASTM D-638);Flexural Modulus (ASTM D-790);Heat Distortion(ASTM-648);Low Temperature Impact(ARM-STD). Panel shall attach to upright clamp using a one piece formed 3/16"stainless steel tab. General Specifications of Materials Clamps All clamps are cast of high-strength 356 aluminum. All clamps are 1-3/4"wide with a minimum wall thickness of 3/8",and are powder-coated to match the post color. Each casting is precision-drilled to receive a 1/4"x 1-3/4"zinc-plated steel hinge pin. The hinging design facilitates installa-tion and ensures a snug fit between clamp and post. Each clamp is secured in place using a 1/4"x 3/4"aluminum drive rivet to prevent slippage or rotation on the post. Fasteners for clamps are stainless steel 3/8"x 1-1/2"special tamper-resistant pinned bolt with locking patch,and a heavy hex nut,which fits in a recess,cast into the clamp. The pinned head requires a special tool for fastening(provided with each structure),thus ensuring vandal-resistance. All clamps receiving rungs are drilled and tapped to receive a 3/8"x 3/8"stainless steel cone-point set screw with locking patch, which prevents the rungs from turning or being pulled out. The 1-5/16"O.D.rungs terminate inside the clamp,thereby eliminating the need for end caps. The aluminum alloy used in the casting of clamps shall meet the following mechanical properties: Ultimate Tensile Strength-45,000 psi Yield Strength-26,000 psi Shear Strength-40,000 psi Elongation-8% Polyester Powder-Coating Process Powder-coat shall be an electrostatically applied custom formula of TGIC polyester powder. All components will be free of sharp edges and excess weld spatter and shall be cleaned in a four stage solvent/zirconium based bath,as a rust inhibitor,and a sealer to prevent flash rusting before coating. The coating shall have a super tough finish with maximum exterior durability and will have superior adhesion characteristics. Typical characteristics are:3.0-5.0 mil thickness and oven cured between 375 to 425 degrees Fahrenheit. Pencil Hardness H(ASTM D-3363),Impact(ASTM D-2794-69),Wedge Bend(ASTM D-522-68),Adhesion(Cross Hatch ASTM D-3359&Knife Scratch ASTM D-2197),Environmental(Stain Resistance ASTM D-1308,Humidity ASTM D 2247- 87,Salt Spray ASTM B-117&Fadometer 300 hrs with no loss of gloss),Oven-bake Stability 200%at 350 degrees Fahrenheit for 10 minutes. Park Play Specifications General System Specifications: Manufacturer shall offer the following warranties on the materials and components of its system: -Lifetime limited warranty on support posts(uprights) - 15-Year limited warranty on punched steel decks,pipes,rails,loops and rungs - 15-Year limited warranty on rotationally molded polyethylene components 1,800,727.1907 playandpark.com play&park structures* A_PP YCORE company -Lifetime limited warranty on all hardware Manufacturer shall be ISO 9001/2000 certified Manufacturer shall show IPEMA certification of compliance for each component that the product conforms with the requirements of ASTM F1487-01. Other Small Amaze Activity Small Activity:The Triangle Housing and Caps shall be injection molded from color impregnated high density polyethylene.The Maze Bubble shall be injection molded from clear ABS plastic.The Echo Chamber,Answer Wheel,Knob and Maze shall be injection molded from color impregnated ABS plastic.The Flat Mirror shall be 1/8"thick Polycarbonate with a mirror finish applied to one side.The Stained Glass shall be 3/16"translucent Polycarbonate DuraMax Specifications General System Specifications: DuraMax features 3 1/2"O.D.uprights with a high-strength aluminum alloy clamp fastening system finished with a polyester powder- coat and utilizing stainless steel tabs on component connections. All uprights shall receive factory installed aluminum post caps and will ship with labels for manufacturer identification. All decks and components shall connect using the aluminum alloy clamping system. All climbing attachments shall include a 15" wide deck entry archway to control deck access to one child at a time and help prevent inadvertent falls. Manufacturer shall offer the following warranties on the materials and components of its system: -Lifetime limited warranty on support posts(uprights) - 15-Year limited warranty on punched steel decks,pipes,rails,loops and rungs - 15-Year limited warranty on rotationally molded polyethylene components -Lifetime limited warranty on all hardware Manufacturer shall be ISO 9001/2000 certified Manufacturer shall show IPEMA certification of compliance for each component that the product conforms with the requirements of ASTM F1487-01. General Specifications of Materials Clamps All clamps are cast of high-strength 356 aluminum. All clamps are 1-3/4"wide with a minimum wall thickness of 3/8",and are powder-coated to match the post color. Each casting is precision-drilled to receive a 1/4"x 1-3/4"zinc-plated steel hinge pin. The hinging design facilitates installa-tion and ensures a snug fit between clamp and post. Each clamp is secured in place using a 1/4"x 3/4"aluminum drive rivet to prevent slippage or rotation on the post. Fasteners for clamps are stainless steel 3/8"x 1-1/2"special tamper-resistant pinned bolt with locking patch,and a heavy hex nut,which fits in a recess,cast into the clamp. The pinned head requires a special tool for fastening(provided with each structure),thus ensuring vandal-resistance. 1.800.727.1907 playandpark.tam play&park structures* y`PCA_* ORE Company All clamps receiving rungs are drilled and tapped to receive a 3/8"x 3/8"stainless steel cone-point set screw with locking patch, which prevents the rungs from turning or being pulled out. The 1-5/16"O.D.rungs terminate inside the clamp,thereby eliminating the need for end caps. The aluminum alloy used in the casting of clamps shall meet the following mechanical properties: Ultimate Tensile Strength-45,000 psi Yield Strength-26,000 psi Shear Strength-40,000 psi Elongation-8% Rotationally Molded Plastics All Rotationally Molded Products are manufactured from linear low-density polyethylene UV-stabilized color and an anti-static compound additive. The tensile strength of this material is to be 2500 PSI as defined by ASTM D638. The typical wall thickness will be.250"(1/4"). All rotationally molded products shall meet or exceed the following specifications:ASTM D-1248,type 2,class A and Federal specification LP-390C,type 1,class M,grade 2,category 3;Density(ASTM D- 1505);Brittleness Temperature(ASTM D- 746);Tensile Values(ASTM D-638);Flexural Modulus(ASTM D-790);Heat Distortion(ASTM-648);Low Temperature Impact (ARM-STD). All solid plastic panels are manufactured from high-density polyethylene. All solid plastic panels shall meet or exceed the following specifications:Density(ASTM D- 1505);Brittleness Temperature(ASTM D-746);Tensile Values(ASTM D-638); Flexural Modulus(ASTM D-790). Polyester Powder-Coating Process Powder-coat shall be an electrostatically applied custom formula of TGIC polyester powder. All components will be free of sharp edges and excess weld spatter and shall be cleaned in a four stage solvent/zirconium based bath,as a rust inhibitor,and a sealer to prevent flash rusting before coating. The coating shall have a super tough finish with maximum exterior durability and will have superior adhesion characteristics. Typical characteristics are:3.0-5.0 mil thickness and oven cured between 375 to 425 degrees Fahrenheit. Pencil Hardness H(ASTM D-3363),Impact(ASTM D-2794-69),Wedge Bend(ASTM D-522-68),Adhesion(Cross Hatch ASTM D-3359&Knife Scratch ASTM D-2197),Environmental(Stain Resistance ASTM D-1308,Humidity ASTM D 2247- 87,Salt Spray ASTM B-117&Fadometer 300 hrs with no loss of gloss),Oven-bake Stability 200%at 350 degrees Fahrenheit for 10 minutes. ... Roto-Molded Components Apex Climber-Standard ENTRY ARCHWAY shall be fabricated of 1 5/16"O.D.x.083"(14 gauge)wall galvanized steel tubing with vertical rungs fabricated from 1-1/16"O.D.x 15 gauge(.075"thick)galvanized steel tubing. L-Fitting is fabricated from 3/16"thick steel for attachment to clamp. The Entry Archway shall be an all-welded assembly and shall be coated after fabrication with a custom formula of TGIC polyester powder coating. MOUNTING BRACKET shall be formed from 1/4"x 2"hot-rolled steel plate. The Mounting Bracket shall be coated after fabrication with a custom formula of TGIC polyester powder coating. CLIMBER shall be rotationally molded from an extremely durable double-walled low-density polyethylene with(UV)light stabilizers and color molded in. This material complies with STM-D-1248,Type 2,Class A,and Federal specification LP-390C,Type 1,Class M,Grade2,Category 3,and has a minimum 1/4"wall thickness. FOOTBUCKS are fabricated from 1 5/16"O.D.x.083"(14 gauge)wall galvanized steel tubing with smashed end for attachment to climber. Footbuck shall be coated after fabrication with a custom formula of TGIC polyester powder coating 1.800.727.1907 playandpark.com play&park structures* Enhanced Barrier Enhanced Barrier: Shall be 3-1/2"thick color impregnated linear low density polyethylene and shall conform to the rotationally molded specifications outlined herein,with double wall construction molded to a minimum 3/16"wall thickness. Smashed pipe is made from 1.029"(15 gauge)O.D.galvanized pipe.Barrier slides over smashed pipe that is attached to deck.Barrier attaches to uprights using panel clamps. Panel Cap is made from Butyl/90 Durometer Black Rubber and attaches to Barrier via molded in inserts.All polyethylene shall be linear low-density material with UV-stabilized color and an anti-static compound additive.All rotationally molded products shall meet or exceed the following specifications:ASTM D-1248,type 2,class A and Federal specification LP-390C,type 1,class M,grade 2, category 3;Density(ASTM D- 1505);Brittleness Temperature(ASTM D-746);Tensile Values(ASTM D-638);Flexural Modulus (ASTM D-790);Heat Distortion(ASTM-648);Low Temperature Impact(ARM-STD). General Specifications of Materials Clamps All clamps are cast of high-strength 356 aluminum. All clamps are 1-3/4"wide with a minimum wall thickness of 3/8",and are powder-coated to match the post color. Each casting is precision-drilled to receive a 1/4"x 1-3/4"zinc-plated steel hinge pin. The hinging design facilitates installa-tion and ensures a snug fit between clamp and post. Each clamp is secured in place using a 1/4"x 3/4"aluminum drive rivet to prevent slippage or rotation on the post. Fasteners for clamps are stainless steel 3/8"x 1-1/2"special tamper-resistant pinned bolt with locking patch,and a heavy hex nut,which fits in a recess,cast into the clamp. The pinned head requires a special tool for fastening(provided with each structure),thus ensuring vandal-resistance. All clamps receiving rungs are drilled and tapped to receive a 3/8"x 3/8"stainless steel cone-point set screw with locking patch, which prevents the rungs from turning or being pulled out. The 1-5/16"O.D.rungs terminate inside the clamp,thereby eliminating the need for end caps. The aluminum alloy used in the casting of clamps shall meet the following mechanical properties: Ultimate Tensile`Strength-45,000 psi Yield Strength-26,000 psi Shear Strength-40,000 psi Elongation-8% Polyester Powder-Coating Process Powder-coat shall be an electrostatically applied custom formula of TGIC polyester powder. All components will be free of sharp edges and excess weld spatter and shall be cleaned in a four stage solvent/zirconium based bath,as a rust inhibitor,and a sealer to prevent flash rusting before coating. The coating shall have a super tough finish with maximum exterior durability and will have superior adhesion characteristics. Typical characteristics are:3.0-5.0 mil thickness and oven cured between 375 to 425 degrees Fahrenheit. Pencil Hardness H(ASTM D-3363),Impact(ASTM D-2794-69),Wedge Bend(ASTM D-522-68),Adhesion(Cross Hatch ASTM D-3359&Knife Scratch ASTM D-2197),Environmental(Stain Resistance ASTM D-1308,Humidity ASTM D 2247- 87,Salt Spray ASTM B-117&Fadometer 300 hrs with no loss of gloss),Oven-bake Stability 200%at 350 degrees Fahrenheit for 10 minutes. Rotationally Molded Plastics All Rotationally Molded Products are manufactured from linear low-density polyethylene UV-stabilized color and an anti-static compound additive. The tensile strength of this material is to be 2500 PSI as defined by ASTM D638. The typical wall thickness will be.250"(''14"). All rotationally molded products shall meet or exceed the following specifications:ASTM D-1248,type 2,class A and Federal specification LP-390C,type 1,class M,grade 2,category 3;Density(ASTM D- 1505);Brittleness Temperature(ASTM D- 746);Tensile Values(ASTM D-638);Flexural Modulus(ASTM D-790);Heat Distortion(ASTM-648);Low Temperature Impact 1.800.727.1907 playandpark.tom play&park structures" A PLAXCORE Company (ARM-STD). All solid plastic panels are manufactured from high-density polyethylene. All solid plastic panels shall meet or exceed the following specifications:Density(ASTM D- 1505);Brittleness Temperature(ASTM D-746);Tensile Values(ASTM D-638); Flexural Modulus(ASTM D-790). Polyester Powder-Coating Process Powder-coat shall be an electrostatically applied custom formula of TGIC polyester powder. All components will be free of sharp edges and excess weld spatter and shall be cleaned in a four stage solvent/zirconium based bath,as a rust inhibitor,and a sealer to prevent flash rusting before coating. The coating shall have a super tough finish with maximum exterior durability and will have superior adhesion characteristics. Typical characteristics are:3.0-5.0 mil thickness and oven cured between 375 to 425 degrees Fahrenheit. Pencil Hardness H(ASTM D-3363),Impact(ASTM D-2794-69),Wedge Bend(ASTM D-522-68),Adhesion(Cross Hatch ASTM D-3359&Knife Scratch ASTM D-2197),Environmental(Stain Resistance ASTM D-1308,Humidity ASTM D 2247- 87,Salt Spray ASTM B-117&Fadometer 300 hrs with no loss of gloss),Oven-bake Stability 200%at 350 degrees Fahrenheit for 10 minutes. Roto-Molded Components Crawl Tunnels Mounting bracket is fabricated from 7/8"O.D. 16-gauge galvanized steel tubing and 1/8"formed steel sheet and receives a baked-on polyester powder-coat finish after fabrication. Tubes shall be rotationally molded from an extremely durable low density polyethylene with(UV)light stabilizers and color molded in. Panel shall be rotationally molded from an extremely durable double-walled low density polyethylene with(UV)light stabilizers and color molded in. Tube and Panel material complies with ASTM-D-1248,Type 2, Class A,and Federal specification LP-390C,Type 1,Class M,Grade 2,Category 3,and has a minimum 1/4"wall thickness. SuperMax Specifications General System Specifications: SuperMax features 5"O.D.uprights with a high-strength aluminum alloy clamp fastening system finished with a polyester powder- coat. All uprights shall receive factory installed aluminum post caps and will ship with labels for manufacturer identification. All decks and components shall connect using the aluminum alloy clamping system. All climbing attachments shall include a 15" wide deck entry archway to control deck access to one child at a time and help prevent inadvertent falls. Manufacturer shall offer the following warranties on the materials and components of its system: -Lifetime limited warranty on support posts(uprights) - 15-Year limited warranty on punched steel decks,pipes,rails,loops and rungs - 15-Year limited warranty on rotationally molded polyethylene components -Lifetime limited warranty on all hardware Manufacturer shall be ISO 9001/2000 certified Manufacturer shall show IPEMA certification of compliance for each component that the product conforms with the requirements of ASTM F 1487-01. General Specifications of Materials 1.800.727.1907 playandpark.com play&park structures* Polyester Powder-Coating Process Powder-coat shall be an electrostatically applied custom formula of TGIC polyester powder. All components will be free of sharp edges and excess weld spatter and shall be cleaned in a four stage solvent/zirconium based bath,as a rust inhibitor,and a sealer to prevent flash rusting before coating. The coating shall have a super tough finish with maximum exterior durability and will have superior adhesion characteristics. Typical characteristics are:3.0-5.0 mil thickness and oven cured between 375 to 425 degrees Fahrenheit. Pencil Hardness H(ASTM D-3363),Impact(ASTM D-2794-69),Wedge Bend(ASTM D-522-68),Adhesion(Cross Hatch ASTM D-3359&Knife Scratch ASTM D-2197),Environmental(Stain Resistance ASTM D-1308,Humidity ASTM D 2247- 87,Salt Spray ASTM B-117&Fadometer 300 hrs with no loss of gloss),Oven-bake Stability 200%at 350 degrees Fahrenheit for 10 minutes. Plastisol Coating All metal deck platforms,steps,bridge planks,ramps,kickplates,and chains are plastisol-coated. Each part is chemically washed and completely submerged in a special heat-activated primer and allowed to dry. Parts are then pre-heated and immersed in liquid poly- vinyl-chloride(plastisol). The PVC coating shall have a typical thickness of.080"to.120",and a hardness of Shore A 83+/-5 normal durometer range. This material is classed as"Self Extinguishing",meets or exceeds automotive specifications NVSS302,and contains ultraviolet inhibitors to help prolong the life of the coating. Standard color is brown,with optional colors available_ The following characteristics apply: Tensile Strength-2,800 psi Elongation-290% Tear Strength-420 lbs/in Park Play Specifications General System Specifications: Manufacturer shall offer the following warranties on the materials and components of its system: -Lifetime limited warranty on support posts(uprights) - 15-Year limited warranty on punched steel decks,pipes,rails,loops and rungs - 15-Year limited warranty on rotationally molded polyethylene components 1.800.727.1907 playandpark.com Site Furnishing D o Model No: MODEL NO. SF 207 Thru SF 211 LITTER RECEPTACLES SF-207 Dome Cover,In-ground SF-208 Dome Cover,Surface Mounted SF-209 Flat Cover,In-ground SF-210 Flat Cover,Surface Mounted SF-211 Without Cover CDP U S N y. ? 0 00 0 00 000 .. 000: 0000 t ^ 00 0 0 0 0 .+��. 00 _ 000 000 . 0 r F U N Flat Top Dome Lid SPECIFICATIONS RECEPTACLE:Shall be fabricated from plastisol coated Fasteners with yellow dichromate treatment have an punched steel. electro deposited,99.9%pure zinc substrate applied REFUSE CONTAINER:Shall be 32 gallon and be fabricated from a specially formulated solution sealed with a from chocolate colored plastic. yellow dichromate top coat designed to work in LIDS:Shall be fabricated from 16 gauge galvannealed conjunction with the zinc plating.Yellow dichromate has steel. a 320%longer life to white corrosion and 275% FINISH:Lids shall have a powder coat black finish. longer to red corrosion than does hot-dip galvanizing. HARDWARE:All nuts,bolts,screws,inserts,and SPECIFICATIONS:We have a policy lockwashers used in the assembly of all equipment, of continuous improvement and reserves the right to shall be stainless steel,yellow dichromate plated discontinue or change specifications without notice. steel,blue-coat plated steel,mechanically galvanized or powder coated/yellow dichromate plated steel.All primary fasteners shall be 300 series stainless steel. Revision A-05/12/03 SHEET 1 OF 3 0 0 • Model No: Site Furnishing oesc: MODEL NO. SF 207 Thru SF 211 LITTER RECEPTACLES INSTALLATION INSTRUCTIONS 4 O 2 NOTE:THIS SPECIFICATION BOOKLET SHOULD BE O OR KEPT IN CUSTOMERS FILE FOR FUTURE REFERENCE. NOTE:Do not over tighten bolts.To over tighten may cause buckling or dimpling of some parts. � I� NOTE:Read installation instructions thoroughly L------ J before starting assembly.Pour concrete only after T final assembly is complete.Bracing material may be required during assembly. NOTE: Do not tighten any nuts,bolts,rods,etc.until the unit is completely assembled. NOTE: Place a brick or equivalent at the bottom of 3 ground holes(where shown),to provide a solid foundation.Allow for this in hole depth. STEP 1: Dig hole and place a brick or equivalent in the bottom.See In-ground Mount Detail. STEP 2:Place In-ground Pedestal Mount in center g°g I 1 of hole on brick or equivalent and fill with concrete. Top surface of mount should remain level.Allow concrete 48 hours minimum to harden.(Step 1 and 2 ogo for In-ground Pedestal Mount Models Only.) 3/8"x 1"Hex Head STEP 3: Mount receptacle to the In-ground Pedestal Bolt(801003) Mount using the Assembly Drawing.For flush mount models, mount receptacle using Flush Mount Detail. 3/8"Lockwasher STEP 4:Tighten all hardware.Loctite(supplied by (817334) ' others)should be used on all threaded hardware. 5 STEP 5:Place refuse container into the receptacle and 3/8"Hex Nut cover with lid.See Assembly Drawing. (804053) ASSEMBLY DRAWING PARTS LIST REF PART NO. DESCRIPTION SF-207 SF-208 SF-209 SF-210 SF-211 NUMBER 1 Punched Steel Receptacle 1 1 1 1 1 160949 2 Dome Lid 1 1 0 0 0 128999 3 32 Gal.Refuse Container 1 1 1 1 1 122864 4 Flat Lid 0 0 1 1 0 157845 5 In round Pedestal Mount 1 0 1 1 0 0 128920 Hardware Complete 1 0 1 0 0 128974 Hardware Complete 0 1 0 1 0 157934 3/8"x 1"Hex Head Bolt 4 0 4 0 0 801003' 3/8"Hex Nut 4 0 4 0 0 804053' 3/8"Lockwasher 4 4 4 4 0 817334' 3/8"x 2 3/4"Hex Head Bolt 0 4 0 4 0 801010' 3/8"Expansion Shield 0 1 4 1 0 4 0 804604' Unless Otherwise Specified,All Units of Measure are Each Included in Hardware Warning:During Installation,Hardware And Small Parts Are Choking Hazards For Young Children.Store Unused Parts Appropriately Until Assembly Is Completed. Once Assembly Is Completed,Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location. Revision A-05/12/03 SHEET 2 OF 3 i • Site Furnishing Model No: Desc: MODEL NO. SF 207 Thru SF 211 LITTER RECEPTACLES 3/8"x 2 3/4"Hex Head Bolt(801010) 5 Finished Surface 3/8"Lockwasher Receptacle (817334) Bottom / 4. /�/ ••, ' j ////� V-0"[30.48cm] ��/ • 'p _ �' \��� mensioned to Top oflBrick or Equivalent 3/8 Expansion e \ Shield(804604) Concrete Drill Dia. Brick or 3 "Hole c Earth %\�/��/�\\ \ Equivalent 2 12"Deep U (4 Required) V-0"[30.48cm]Dia. FLUSH MOUNT DETAIL INGROUND PEDESTAL MOUNT DETAIL STOP IMPORTANT PRODUCT INFORMATION STOP AND SAFETY WARNINGS ❑ALWAYS FOLLOW INSTALLATION INSTRUCTIONS WHEN ERECTING EQUIPMENT. ❑ Equipment should be placed to eliminate conflicting traffic patterns. ❑All protruding nuts and bolts should be covered;sharp edges on pipes should be capped or removed.Check for bent,broken or severely worn pipe and replace. ❑CUSTOMERS AREPROVIDED WITH COMPLETE SPECIFICATION SHEETS AND INSTALLATION INSTRUCTIONS.THE SPECIFICATION SHEET CONTAINS THE LISTING OF EVERY PART USED IN A PIECE OF EQUIPMENT AND SHOULD BE KEPT IN THE CUSTOMER'S FILES FOR ACCURATE REFERENCE WHEN REPLACEMENT PARTS ARE NEEDED. ❑ Never add components not intended for use with this product. ❑ Proper maintenance of equipment requires regular tightening of all bolts, nuts,and set screws. Revision A-05/12/03 SHEET 3 OF 3 EASTON DEVELOPMENT Carolyn- Attached are the budget numbers for the'Tot Lot' park and play structure for the West Winds SW Subdivision. The CIL breakdown as understood by Trever McSpadden with Haystack Development is as follows.There is a fixed CIL amount of$1.50/SF pending August 61h CC hearing. Based on a 1:1 reduction,we owe .9 acres 32,204 SF or$58,806.00.With our.21 reduction as part of the affordable housing plan,this brings us to.69 acres 30,056 or$45,084.00. Regards, Casey Bennett Project manager Easton Development P.O. Box 12037,Bozeman,MT 59719 Phone(406)587-0806 Fax(406)587-6279 • 0 WEST WINDS SW PH 4. CILP West Winds Tot Lot DATE: 2018-07-24 West Winds Subdivision Phase 2A Corner of Tschache Lane & Buckrake ave. ITEM QTY UNIT UNIT PRICE TOTAL PRICE 1 Play Structure 1 LS $ 26,058.00 $ 26,058.00 2 Park Bench 1 EA $ 1,200.00 $ 1,200.00 3 Trash Receptacle 1 EA $ 1,125.00 $ 1,125.00 4 Shade Trees 4 EA $ 425.00 $ 1 ,700.00 5 COB Park Sign Installed 1 EA $ 4,000.00 $ 4,000.00 6 Boulders Placed 4 EA $ 225.00 $ 900.00 7 Weed Fabric 3200 SF $ 0.10 $ 320.00 8 Gravel &Fabric Placed 30 YD $ 36.00 $ 1,080.00 9 Wood Mulch 100 YD $ 48.00 $ 4,800.00 10 1 Irrigation Install and Replacement 1 LS $ 5,200.00 $ 5,200.00 TOTAL: $ 46,383.00 "Estimate includes materials and install of all items listed above Appendix D + i • a i FINAL SITE PLAN for LEcaLDEscRIPTION: mo0� K OWNER/DEVELOPER PLANNER/PROJECT REPRESENTATIVE CIVIL ENGINEER ADDRESS: LOTS 2,3&4 OF THE AMENDED PLAT OF LOT 1 AND LOT 2 OF BLOCK 1 AND LOT 1 OF -u+ 0 THE WEST WINDS SW P.O.BOX AJOR SUBDIVISION PHASE 4 AND LOT 1 OF BLOCK 3 AND 1 037 104 E MAIIN S SUITE 206 DEVELPMENT 32 DISCOVE YALLIEDE DRIVE SERVICES,INC 1553 WINDWARD AVENUE(LOT 2) LOT 1 OF BLOCK 4 OF1345 WINDWARD AVENUE(LOT 3) BLOCK 4 OF WESTI NDS WESTIWINDS MAJOR SUBDIVISION PHASE 5,LOCATED IN THE g Z° a BOZEMAN,MT 59719 BOZEMAN,MT 59715 BOZEMAN,MT 597158 3270 BREEZE LANE(LOT 4) NW 3/4 SECTION 2,T15,RSE,PRINCIPAL MERIDIAN,CITY OF BOZEMAN,GALLATIN o_ PLANNEDUNIT DEVELOPMENT 406-581-9644 406-624-6020 406-582-0221 COUNTY,MONTANA w 0 0 i _ CLUS IER MAILBOX 2LOI a�. PROJECT N I —F: - LOCPTION(3'x6') ( 15'VISION v I �- +A- y�- _ N I 2.75—I :3 n 3 CATION TRIANGLE TYP.) I y� Iq� LOT lq LOCATION co M w -. _ _ u I i3 F.p• n *8c ' 8 .83' w I � 2q� � ��� w f BAXTER LN `�•_a— r.�-r_ 1 Par j t ~ p , I O ;, -._{ •1 (r - �) ter:. r. _ ,� - __ ELI nO�� ,k v O LOT 1. — I -- .. HUFFIN 1,4 jV • 3742s.F. , :: :� CLUSTER MAILBOX fT ( 'F Z _.: I ,� LOTS 37666 9 36265.E {'r �.3 n ,. ,.._ LOCATION(3'X9') 15 6985 S.F.. ...... 15'J 1 : W (IN FEET) �� I LOT m Lor 11 r LOT is 667a S.F, 7 3 LOT 2 — I I ! y Z A O 3727 5 F. I �, LOT 1 r 3afi7 S.F. LET 1 fj I' 31305.F.. I P N I 31OT3 CN - — LOT 3 LOT 7 i LOT 12 15= sao7 s F. 20' LOT 17 — r ( NOT TO SCALE P a 5373 S.F. g i 5373 S.F. {,. 5407 S.F. �. LOT 2 RL �' N 4936 S.F. I I f LOT 4 t .�_ r 37915.F. ''PlUl1\� TREE LEGEND uj LOT 6 LOTS .. _ss _" 5391 s F 3�. - LOT 13 0 - -" -15 LOTS .'� LOT 16 —�1-5=. LOT 3 3LO S.F. - 1 5' s3915.F. SLOT S.F. "'s 54075.E 41411,1* —�15' ACER x PLATANOIDES'EMERALD QUEEN' y 1'= I _I EMERALD QUEEN NORWAY MAPLE 5' LOT - �LI ,A�,,,/� !f ! I _ - 4- � W PRUNUS VIRGINIA'CANADA RED' 31865.F. I W Ij 1, ; 1 i: 2 t CANADA RED CHOKECHERRY i..` `V ' a !! LOT 5 LOT 14 J- I� LOT 4 i LOT 15 I �� .. 54085 F. " ( I ..%v. _- J54075F-SS •.P 94075.F. 4960SF '25 I �' 5408 S.F. I LOT — f , ;-'i� _ �� PROPOSED BOULEVARD TREE o N 31995.E ' (SPECIES TBD) 3 tF Z d c p LOT 8 — .ss. �: _`S, a it — a = a 3as8 s.E 5' ".i, LOT � 20' _ LOT 15 — "` jt... LOTS '(^ LOT 14 AI,. u ¢ 9 5425 S.F. - S425 S.F. d,^I 54075E i 5407 S.F. LOT5 Gl 49715.F. N LEGEND o a z O y+ok 3e�s9 - ( S - ' I' O SINGLE FAMILY BUILDING ENVELOPE Z 5440T 33S.F. �' LOT 16 !. 1 ! i� ,_ iLOT 13 4075LOT 6 'r 20' 54075.F. — - 9036 o {I� s443s.F. , 5 sM 1 C MULTI-FAMILY BUILDING ENVELOPE w 32242 s o OPEN SPACE Z i z r it ss I ! II �3 0ss I' Ir. _ L - I! L� LANDSCAPED AREAS a Z6 LOT 11 LOT 1: -' I -LOT7 LOT 12 + O ry. 32555.F. ".: - LOT 17 +% �' 54075F. 5407S.F. ,' LOT I t( PROPOSED WATER MAIN w '•- 54605E 54605.F. 1; p.^ J� 20' �-- 49955.F. w _Ss PROPOSED SEWER SERVICE _ a92ssF. I � I ... ��•L N - ... Ir. t: 7F PROPOSED FIRE HYDRANT Z Z ( PROPOSED SEWER MAIN = g " LOT Lor1a - Lors 3n95F. �_LOT10 LOT11 I r -�-r• =-r�- PROPOSED SEWER SERVICE L LOT 13 _ uj -55 ' 7080S.F 7080 S.F. �1, 38505.E 15. 37195.F. 3850 S.F. 'j LOT z I--' 3889S.F. —I � 6wzs.F• p PROPOSED SANITARY MANHOLE Z v3 I A ( ! 1 PROPOSED UTILITY CONDUIT Q •I. LOT 14 —�15,. �' Irk-. +f'•�•r—...�,.r..— .^I—. v;,__ ,:r.w..,._, (�\� .r...�,_ y U) LT- 32285.E >> �'"�_1•dl i. �.�I.f—' I a.� �.�.� \\ --_—_.�•,� N z w z_ 55 IS 5S LOT 15 s `�`-' •r sl.s YY�- Ty ss o ` 3161s.F )., )., I ) - I FI•f�` i PARKING N ` t� I �� ) ) I ( I TOTAL LOT AREA=10.98 ACRES 4 r�yj a° ! �.�. LOT 16 — .lg� J ' 1,.k 15' •' ' ZONING:R 3 �' 4 ESTIMATED DRIVEWAY/PARKING AREAS=0.65 ACRES 2 15 L STREETS&ALLEYS(R/W)=2.96 ACRES d 1 t LOT 1 LOT 2 LOT 3 LOT 4 15 +— LOT 6 Z N • 43565.F. 34655.F, 34655.F. 34655,E 346655F. 2993 S.F. - �,: •� 676045E T I LOT LOTS LOT LOTS 67855.E 52475.E 5247 S.F. 5247S.F. 5247 S.F. fl 25 (! I PARKING REQUIRED=196 \R W, OPEN SPACE 1 S 15' W osn 5187s.F. f t` OFF-STREET PROPOSED=151 m ON-STREET PROPOSED=94 LA NOTE:OFF-STREET PARKING CALCULATIONS - =� •: -* 4 �N89 08'• 00<4 -.—.•. �° �( DO NOT INCLUDE GARAGES 5 SITE CIRCULATION e _ _ - w �• - - ? f --- y -. - �- - - -- -- ' CP - — ��_= _ �u: _•.1 ETBACKS c� J Z m x �► VEHICULAR c het RpR ( a 1 r- _ PEDESTRIAN LOTS L 1 L��CJ 4 z ---- W. OAK STREE D FEET d'� BICYCLE SID S=-15 FEET(OR AS NOTED) OCT 25 261� �; a a a REAR= 20 FEET pEPARTP✓TENT OE cou. UNIIY DEVELOPP,IElT � s Appendix E 1'� / • t w z j THE WEST WINDS SW -- __ 0 W am= VFW-� o LL 1.6 PLANNED UNIT DEVELOPMENT � �V» s CLUSTER MAILBOX LOTate. N LOCATION(3'x6') 15'VISION TRIANGLE(TYP.) LOT 2.7500 an. p ! ! 07 wi OEEZE I( 7F f � •,, r N h 80 - .I P1M..... LOT 1 ..o* ,.... r, O 374zsF- CLUSTER MAILBOX ; I A- ( IN FEET) : I LOT j LOT LOT 10 LOT 11 I LOCATION(3'%9') LOT 18 ::I A W 37275 F. 37665.F. 36265.f. 3967 SF. LOT S.F. .F LOT 1 10T2 I 6985 . 6985 SF. I 66745.F. A 3130S.F. f I .J •I. eeC� 31035 F. I �.—. I J IYG �� � LOT 7 J LOT 2 J LOT 17 yfir: LOT O [ s4o7S.F. 37 .F. 5 . s 35 1S.F.5 W S LOT 2 J 5373 S.F. I �� r }41 . 49365.F. f `I LOT S.F. p I f.*-. z 3791 . I oc-7a—o� C... .� I .�u'G.oo �..=-a� L� -`. I '� I R�'• I LLj 539915F. P I LOT 3 ` �';'- - LOT 3 O 1 3809 S.F. (t 53091 S.F. 5107 S.F. 7 " 5407 S.F. •S I '+', 4 49"S.F. I ( I 1 l l' I .�_� �J C.,—.-_.. .. ..—..—.._,J -: �� � �Qa Pc Q� Ca.=..=.—•.—.�.�_.J I a,i. e LOT 6 LOT 6 LOT 5 (� LOT 4 ') (� S."S.F. 1 L LSIOB SF. 5407 S.F. 11 ` 5407 S.F.LOT S. LOT 4 1 r o�1 C 19605.F.LOT 7 , 22ry Q31995.F. I c—y c•C -�•:/ �'_-_._._..—. .._.. ,� LOT 8 38565F. W! LOT 4 1 LOT 15 - LOT 5 1 LOT 14 5425 S.F. ( S425 S.F. -I 5407 S.F. 1 5407 S.F. .fir LOT 5 w d • o•.�a V l� - , 1971 S.F. OLOT 9 7q _� l i- Q of O z LOT 3 1 Lor 16 , LOT. 4 ��, LOT 13 , - ` S443 S.F. S443 S.F. 5107 S F 1 5107 S.F. 7 LOT 6 _ 1I1l1 32425s �v - "J t W ) I a pp � pp LOT 11 LOT 2 � iy T 7 .-, i � LOT 7 6 .--.LOT 12 ! C) 325S S.F. I 5I605.F. C, LOT 1 S407 S.F. J W J 5460 SF. 5107 S.F. 1995 S F. J4 LOT 12 ,d9cxrux,.�-cv-. .- _. _ .". o -- - -::-3�_ �• 3925S.F. co - n' I Z H F I LOT I SITE SUMMARY M S +; LOT 1 LOT 18 LO 8 3719IT, LOT 10 � LOT 11 I LU LOT 13 I 70805,F. - 7080 S.F. 84$.O SF. I 3719 SF. 3850 S.F. LOTS W X 3ee9sF. : 6692S.F. BUILDING AREA=4.11 AC.(37.4%) Z W DRIVEWAYS/PARKING=0.65 AC.(1.49%) j STREETS&ALLEYS(R/V1/)=2.96 AC.(27.0%) p .._`..:. OPEN SPACES-0.12 AC(1.1%) Z 3OffiS� I I LANDSCAPED AREAS=8.46 AC.(77.1%) N - —A/NSTRA� -W"- �A�sTRA L CAI_A tf-A=1 .98 AC. Z �-- WAS —fps J — `` LOT 15 I `DRIVEWAY LOCATIONS AND AREA 1 3162 S.F. z_. CALCULATIONS ARE ESTIMATED` H w ll- lug T a' LO 16 •: LAJ LEGEND S S^ '� 35825F. LOT 2 LOT 3 LOT 4 T LOT 6 1 z 5F LOT 5 LOT I ir, O�Tj LOTz LOT LOT LOT S 6785s.F. SINGIEFAMILYBUILDINGENVELOPE Q j 3465 S.F. 3465 S.F. 3465 S.F. 3465 S.F. 4293 S.F. Y '6781.SF. $247 S.F. 5247 S.F. 52475.F. 5247S.f. 3 \ OPEN SPACE 1 I � MULTI-FAMILY BUILDING ENVELOPE N a 51875.F. `• K OPEN SPACE co zk }..:.-� .. ` ± LANDSCAPED AREAS 5 1 --_-— —- - DRIVEWAYS/PARKING(OFF-STREET) d x ---- — --- -- G s a W. OAK STREET a `U Appendix F i 1 1, CHICAGOTITLE INSURANCE COMPANi Policy No.: 7170-1-1-107382-2017.72156-212714475 CHICAGO TITLE INSURANCE COMPANY GUARANTEE CHICAGO TITLE INSURANCE COMPANY, a Florida Corporation, herein called the Company, guarantees the Assured against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. 1. No guarantee is given nor liability assumed with respect to the Identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. PLEASE NOTE CAREFULLY THE LIABILITY EXCLUSIONS AND LIMITATIONS AND THE SPECIFIC ASSURANCES AFFORDED BY THIS GUARANTEE. IF YOU WISH ADDITIONAL LIABILITY, OR ASSURANCES OTHER THAN AS CONTAINED HEREIN, PLEASE CONTACT THE COMPANY FOR FURTHER INFORMATION AS TO THE AVAILABILITY AND COST. CHICAGO TITLE INSURANCE COMPANY Countersigned: 1NSUR� Authoriz Officer or Agent � 1c�`��,,;..••,���� Regina R. Stanislao Apr"'°,�+•� American Land Title Company of Montana 5 ;• , President 1800 W Koch Sty SEALf Bozeman, MT 59715 �• ,,„..J Tel:406-587-5563 1� '•••` _ Fax:406-587-8038 ��Y' Attest: Secretary Note: This endorsement shall not be valid or binding until countersigned by an authorized signatory. 72156 72156 Miscellaneous Guarantee Face Page for MT&WA 2000_156 Page 1 of 1 SCH' EDUILL A Poli,py .NuMWe: 7170-1-1-107382-2017',72156,-212114475 Order-No, 1-107382,(Islandsi LLQ Amendment No, I Liability: S200.00 Fee-, $4600 Dated: September 20,2018 at 8:00 &M. As9dired! The edunty of 6aliatinand in the City of l3ozetnanin Montana. The OSUraliceg referred to on the.face page are:, That;according to Oink public records which, under tli: recording laws.. impart constructive notice of matters relative to the following described real property: Lots 2, 3 and 4 ofthe Amended Plat or Lot I and Lot 2 in Block I and Lot 1 in Block 4 of West Winds,Major Subdivision Phase 4 and Lot I in Block 3 and Lot I in Block 4 of West Winds Major Subdivision Phase 5, located in:a portion of the NW'/of Section 2', Township 2 South, Range 5 'Last, P.M.M., City of Bozeman.Gallatin County, Mon.tana, accordint, to the official plat thereof on file and of record in the office of(lie County Clerk and Recorder of Gallatin County, Montana. The above described tract of land is to be known and designated as West Winds SW Subdivision P.U.D., City of Bozeman, Gallatin County,Montana. Title to said real property is vested in: Islands,ILLC,a Montana limited liability company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. EXCEPTIONS! t. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Unpatented in.i6ing elairls; reservations or exceptions in the United States Patents or in Acts authorizing the issuance diereof. water rights.claims or title to water. (Continued) NUIWIVISION GUARANTEE Ileqder Dann NO. 12421 EXCEPTIONS Policy Number: 7170-1-1-107382-2017,72156-212714475 Order No. 1-107382 (Islands, L,LQ 3. Title to any property beyond the lines of the real property expressly described herein,. or title to streets, roads, avenues, lanes, ways or waterways on which such real property abuts. or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. 4. Taxes for the year 2018 and subsequent years. Taxes foe the year 2017 are paid. Taxes for the year 2018 are a lien not yet due or payable. (Parcel No. RGG61943) [Affects Lot 2] (Parcel No. kGG61944) [ARcts Lot 3] (Parcel No. RGG62029) [Affects Lot 4) 5. Special assessments levied by the City of Bozeman For 261.1-2018 under Account No, 206870: [Affects Lot 2) First Mall: Arterial &Collector. District No. 8000 Street Maintenance. District No. 8001 Tree Maintenance. First Half Amount': Installment paid. Second Half- Arterial &Collector. District No. 8000 Street Mainte6ance, District No. 8001 Tree Maintenance. Second Half Amount: Installment paid. (Continued) SUBDIVISION 00ARAWIl;k Reorder Foifn Nlb. 12411 EXCEPTIONS Policy Number: 7170!-I-tl-1073812-2017.72156-2127144,75 Order No. 1-1-07382 (Islands, LLC) No liability is assumed for any special assessments,snow removal,sewer assessment or gprbage assessment not set forth in the Asse§siTient Books or die City of Bozenvui. Special assessments levied by the City of Bo?-emai! rot 2017-20 18 under Account No. 203990: [Affects Lot First Halt: Arterial &Cdlleetot.. District No. 9000 Street Maintenan&h. District No. 8001 Tree Maintenance. -First Half A 1n0 Lill t: Inst-allffient paid. .second iqai-r, Merial &Co11ee or. District No. 8000 Street Maintenance. District No. 8001 free Maintenance, Second Half Amount: Installment paid. No liability is assumed for any special assessments.snow removal,se%yer assessment or garbage assessment not set forth in, (lie A$sessnidjit Books of the City of Bozeman. Special assessments levied by the City of Bozeman rot-2017,-2018 under Account No. 207360: [Affects Lot 4] 5W Arterial& Cotldctor. District No.- 9060 Street Maintenance. District No. 8001 Tree Maintenance. First Half Amount: Instal Iment,paid. (Continued) SUBOMSIc-)N GI)ARANTER Rearder liopn W 12421 EXCEPTIONS Policy Number: 7170-1-1-107382-2017.72156-2.12714475 Order No. 1-107382 (Islands, LLQ Second Half: Arterial & Collector. District No. 8000 Street Maintenance. District No, 8001 Tree Maintenance. Second Half Amount: Installment paid. 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. 6. Declaration of Covenants,Conditions,and Restrictions appearing;of record as Document No.2202936, Amendment recorded as Document No.2272319, Amendment recorded as Document No.2286370,Amendment recorded as Document No.2287468 and Amendment recorded as Document No.2307017, but omitting covenants or restrictions, ifany, based on race,color, religion,sexual orientation, familial status,marital status,disability,handicap,national origin,ancestry,or source of income,as set forth in applicable state or federal laws,except to the extent that said covenant or restriction is permitted by applicable law. 7. Easements.Notes;Conditions. Dedications and other matters as disclosed on the recorded plat for West Winds Major Subdivision Phase 4 and 5,Plat No.J-493,Plat No.J-494 and P1atNo.J-493A,records of Gallatin County, Montana, including;the terrors and provisions therein. S. Right of Way Easement to The Mountain Stales Telephone and Telegraph Co., recorded December 14, 1929. in Miscellaneous Book 11, page 26,records ofGallatin County,Montana,including;the terms and provisions therein. 9. Overhead Electric Right of Way Easement to The Montana Power Company, recorded March 19, 1991 in Film 11$, page 706,records of Gallatin County, Montana, including the terms and provisions therein, (Continued) SURDIvIMION GUARANTEE korda Fonn No. 12421 EXCEPTIONS Policy Number: 7170=1-1-107382-2017.72156=212'714475 Order No, 1-107382 (Islands,,LLC) 10. Easement and Right of Way Agreement for Sewer Trunk between Thomas&Robert Lane,a party of the 1ust part,.and The City of Bozeman,a municipal corporation of the State of Montana, party of the second part,dated August 13', 1980 and recorded Septemher4,, 1980 in Film 58,page 331,as Document No.77342,records of Gallatin County, Montana, including the terms and provisions therein. 1.1.Annexation Agreement dated December 1, 1997 and recorded December 4, 1997,in Film 179,page 2063,as Document No.355373,records ofGallatin County,Montana, including the terms and provisions therein. 12. Commission ResoltitiotiNo. 3216 dated December 1, 1997 and recorded December4. 1991, in Film 179,page 2076,as Document No. 355374,records of Gallatin County, Montana,including the terns and provisions therein. 13.Conditions and Provisions contained in Conditions of Approval for a Conditional Use Pernit,dated February 2;2005 and recorded March 21,2005 as Document No. 2181986. Revised Conditions recorded July 19,2005,as Document No.2194878. Amended Conditions recorded May 1,2008,as Document No.2298713,records of Gallatin County, Montana. 14. Assessment Agreement between Cascade Developtiient, Inc.; West Winds Master Homeowners Association, Inc.and BVI/AJSI Bozeman, LLC,dated November 30, 2007 and recorded Deceitiber 7, 2007,as Document No. 2286369. records or Gallatin County,Montana,including(tie teams and provisions therein. 15. Waiver of Right to Protest the Creation of Park Maintenance District dated November 18,2008 and recorded November 18, 2008,as Document No.2315563,records of Gallatin County, Montana. 16. Improvements Agreement recorded December 27,2016,as Document No. 2567516, records of Gallatin County, Montana, including the terms and provisions therein. 1.7.Notice of Building Permit Restrictions-West Winds Phase 5 Subdivision dated, November 26, 2008 and recorded December 1,2008, as Document No.2316304,. records of Gallatin County. Montana. including the terms and provisions therein. [Affects Lot 4] (Continued) MA'iDIVISION GUARANTRI;. Itcord'er rismn Nlo. i 2a21 EXCEPTIONS Policy Number; 7170-1-1-107382-2017.72156-212714475 Order No. 1-101382 (Islands, LLC) 18. Sewer and Water Pipeline Easement and Agreement recorded September 30,2008,as Document No. 2311596, records of Gallatin County,Montana;including;the terms and provisions therein. [Affects Lot 4] 19.Conditions contained it!Special Warranty Deed from First.interstate Bank, Grantor to SID716, LLC,a Montana limited liability company,Grantee recorded December 31. 20151 as Document No. 2534428,records of Gallatin County, Montana, including the terms and provisions therein. [Affects Lots 3 and 4] 20. Public Use Easement to the City of Bozeman recorded October 13,2017,as Document No.2595711 and Corrected Public Use Easement recorded February 6. 2018,as Document No.2605445,records of Gallatin County,Montana, including the terms and provisions therein. 21.Temporary Construction Easement to the City of Bozeman recorded October 13, 2017.as Document No. 2595712 and Corrected Temporary Construction Easement recorded February 6,2018,as Document No.2605446,records of Gallatin County. Montana, including the terms and provisions therein. 22.Construction Deed of Trust from SID 716, LLC,to American Land Title Company, as Trustee, and Opportunity Bank of Montana, as Beneficiary, in the amount of $1,262,027.75.dated September 4,2018 and recorded September 5,201$,as Document No.2625710% 23. Montana Trust Indenture from Islands,LLC to American Land Title Company.as Trustee,and SID 716, LLC,as Beneticiary, in the amount of$2,631,000.00,dated September 6,2018 and recorded September 12,2018 as Document No. 2626431. 24. 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 eater or other matters relating thereto,whether expressed or implied and whethcr or not shown by the public records. END OF SCHEDULE.A SUBDIVISION 01JARANlla. Itctird'er Punic NO. 12421 • • Guarantee Conditions and Stipulations(i2%15/95) SCHEDULE.OF EXCLUSIONS FROM COVERAGE OF THIS'GUA'RANTEE 1. Except to the extent dial specific assurances are provided in Schedule A of this Guarantee, the Company assunl,es no liability for loss .or damage by reason:of the following; (a) .Defects, liens:-encumbrances, adverse claims or otllec matters against the title, wliedier or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; br,.(I) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whedier or not the 'matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c). (1) Unpatented mining clai ids; (2)'reservations or exceptions .in patent's or in Acts audiptizi►ig the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under(1),(2)or(3)are shown by the public►i cords.. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes,ti.o liability For loss or damage by reason of the following; (a) Defects, liens. encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or 'l'itle to streets; roads,avenues, lanes, ways or waterways to which such land abuts;,or the right to maintain therein vaults, tunnels, ramps or any Structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b). Defects, liens, encumbrances; adverse claims or other matters. whether or trot shown by die public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or noci-judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this. Guarantee. (Continued) SUBDIVISION GUARAN'11 -: Reorder Donn No, 12421 GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. Tile following terms when used in the Guarantee mean: (a) the "Assured": the party or parties gamed as the Assured in this Guarantee,or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in Schedule (A)(C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area. described or referred to in Schedule (A)(C) or in Part 2, nor any right, title. interest, estate or easement in abutting streets,roads,avenues,alleys,lanes,ways or waterways. (c) "mortgage":mortgage,deed of trust,trust deed,or other security instrument. (d) "public records": records established under state statutes.at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the ef)ective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest NvIlich is adverse to the title to the estate or interest, as staled herein.and which might cause loss or damage lbr which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which. prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the eights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and (lien only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which lie Assured is a party; notwithstanding the nature of any allegation in such action or proceeding.. 4. Company's Option to Defend or Prosecute Actions; I)uty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set font; in Paragraph 3 above:: (Continued) StIMAVISION GUARANIl-'H Reorder I'onn No. 12421 GUARANTEE CONDITIONS AND STIPULATIONS(Cori.inued) (a) The Company shall .have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense,as limited in (b), or to do. anv other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated Herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee,whether or not it shall. be liable Hereunder, and shall not thereby concede liability or waive anv provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice(subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will, not hay the fees of any other counsel, nor Nvill the Company pay any fees, costs or expenses incurred by an Assured in the defense of"those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion; to appeal from an adverse judgment or order. (d) In;all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company die right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use,at its option, die name of such Assured for this purpose. Whenevd requested by the Company, an Assured, at lie Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which, in the opinion of the Company .may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the A.%ured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. (Continued) RMADIVVY'ON GUARANTEE' Iteordur I'omi N6. ►2121 • • GUARANTEE CONDITIONS AND STIPULATIONS (Continued) 5. Proof of Loss or Oamage. in addition to and after the notices required under Section 2 or these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by (lie Assured shall be furmished.to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage.The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the. Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence. and memoranda. whether bearing a date before or alter Date of Guarantee, which reasonably pertain to the loss or damage, Further, if requested by any 4uthori2ed representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative.of the Company to examine; 'rnspecc and copy all .records, books, ledgers, checks. correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidential by the Assured provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company; it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably- requested information or grant permission to secure reasonably necessary Information. from third parties as required in die above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. 6. Options to Pay or Otherwise Settle Claims:Termination of Liability: In. case of a claiin under this Guarantee, the Company_ shall have the following additional options: (a) To Pay or Tender Payment of, the Amount of Liability or to Purchase (he Indebtedness, (Continued) SUB MvIWN'Cit1ARAN7`n:i keordcr Von No. 12421 • • GUARANTEE CONDITIONS AND STIPULATIONS (CunEinued) The Company shall have the option to pay or settle or compromise for or in the naive of the Assured apy claim which. could result in, loss to the Assured within the coverage of. this Guarantee, or to pay the lull amount of this Guarantee or, if" this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, seasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company'up to the time of purchase. Such purchase, payment or tender of, payment of the full amount of lie Guarantee shall terminate all liability of the Company hereunder. In the event alter notice of clairn has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligations to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, sliall terminate, including any obligation to Continue the del°ense-or prosecution of any litigation foe which the Company has exercised its options under Paragraph 4 and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise -settle with other parties for or in the name of an Assured claimant any claim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by lie Company up to the time of payment and which the Company is obligated to pay: Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other (Liao to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which lie Company has exercised its options under Paragraph 4. (Continued) 1;ljM)1v1S10N GUARAN11:1'. Reorder ronn No. 12421 • • GUARANTEE CONDITIONS AND STIPULATIONS (Continued) 7. Determination and Extent ol'Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to tile. extent herein described, and subject to die Exclusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Pail 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage assured against by Dais Guarantee occurs,together with interest thereon:or (c) the difference between the value of the estate or interest covered hereby as staled herein and the value of the estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance. or cures any other matter assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations %vith respect to. that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom,adverse to the title,as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. (Continued) SUBDIVISION GUARANTEE Reorder Vonn No. 12421 • • GUARANTEE CONDITIONS AND STIPULATIONS (Continued) 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty(30)days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee,all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to.All rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in tine name of the Assured and to use (lie name of lie Assured in any transaction or litigation involving these rights or remedies. If a payment on account of'a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured alter the Assured shall have recovered its principal. interest,and costs of collection. 12.Arbitration.. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claitx► between the Company and die Assured arising out of or relating to this Guarantee, any service of tine Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of S 1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon.the award rendered by the Arbitrator(s) may be entered in any court having; jurisdiction thereof. (Continued) SUBDIVISION G1JA1GW'1-'H Reorder Form No. 12421 GUARANTEE CONDITIONS AND STIPULATIONS (Continued) The law of the sites of the land,shall apply to an arbitration under the Title Insurance! Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. la. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements; if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and file Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage. whether or not based on negligence, or any action asserting such claim. shall be restricted to this Guarantee. (c) No amendment of of endorsement to this Guarantee can be made except by a writing endorsed hereon or attached Hereto signed by either the Presidrlrt. a,Vice President, the Secretary, an.Assistant Secretary,or validating officer or authorized signatory of the Company. 14;Notices, Where Sent. All notices required to be given.the Company and any statement in writing required'to be furnished the Company shall include the number of this Guarantee and shall be addressed to (he,Company at 1800'West Koch,8ozemap, Montana 59715. SUBDIVISION(WARAN' LI-i Itcordu Bonn No. 12421 i • Appendix G . k �, i J-411 2202936 IIIIIIIIIIIIIIIII(IIIIIIIIIIIIIIIIII IIIIIIII) 0Pass: I of 161 912312MB 12:06P RwIlay Van**-0allatln Cc MT RISC 72?.0 c I i Declaration of Covenants, Conditions and Restrictions West Winds Master Homeowners'Association,Inc. D ECENE OCT 25 2018 DEPARTMENT OF COMMUNITY DEVELOPMENT lll�lll�lllilliflilliilfllilli 2202936 Bhs,,�y v� _Q flllllllllll �III.00 09;23, 181 �ll�tln Co fir MIBC Z006 t�•0QP 747,pp TABLE OF CONTENTS I.DEFINITIONS Pg. 1-8 II.PROPERTY SUBJECT TO DECLARATION Pg.8 2.1 General Purpose Pg.8 2.2 Association Bound Pg.8 M.THE PROPERTY,RIGHTS OF ENJOYMENT Pg.8 3.1 Right of Enjoyment Pg.8 3.2 Delegation of Use Pg.9 3.3 Waiver of Use Pg.9 IV.ASSOCIATION Pg. 10 4.1 Purpose of Association Pg. 10 4.2 Articles and Bylaws Pg. 10 4.3 Board of Directors and Officers Pg. 10 4.4 Association Rules Pg. 10 4.5 Indemnification Pg. 11 4.6 Non-Liability of Officials Pg. 11 4.7 Accounting Pg.11 4.8 Records Pg. 11 4.9 Manager or Managing Agent Pg. 12 4.10 Rights of Enforcement Pg. 12 4.11 Contracts with Others for Performance of Associations Duties Pg. 12 4.12 Change of Use of Association Land Pg. 12 4.13 Purposed for which Association's Funds may be Used Pg. 13 4.14 Borrowing Power Pg.13 4.15 Association's Rights in Spending Funds From Year to Year Pg. 13 4.16 Special Use Fees Pg. 14 V.MEMBERSHIPS AND VOTING Pg.14 5.1 Transfer of Membership Pg. 14 5.2 Use of Membership;Designees Pg. 14 5.3 Memberships Pg. 14 5.4 Voting Pg.14 5.5 Subdivisions Pg. 15 5.6 Voting Members Pg.15 VI.ASSESSMENTS Pg. 16 6.1 Creation of Assessments Pg. 16 6.2 Assessments as Lien on Lot Pg. 17 6.3 Certificate of Assessment Status Pg. 17 6.4 Payment of Assessments Pg. 17 6.5 Declarant's Obligation for Assessments Pg. 17 6.6 Computation of Maintenance Assessment Pg.18 6.7 Failure to Timely Approve Budget Pg. 19 6.8 Reserve Budget and Capital Improvement Assessment Pg.19 6.9 Special Assessments Pg. 19 6.10 Special Assessments by City Pg. 19 6.11 Reimbursement Assessments Pg. 19 6.12 Lien for Assessments Pg.20 0 IIIIIIIIPill 1111111111111111111111111IF, 11111 2202936P Ihalaw Y&O"altatln Ca RT Rr&C 727.N 6.13 Commencement of Assessments Pg.20 6.14 Failure to Assess Pg.21 6.15 Exempt Properties Pg.21 6.16 Capitalization of Association Pg,21 6.17 Certificate of Payment Pg.21 6.18 Rules Regarding Billing and Collection Procedures Pg.21 6.19 Enforcement of Lien Pg.22 6.20 Pledge of Assessment Rights as Security Pg.22 6.21 Exemption of Unsold Lots of Parcels Pg.22 6.22 Other Charges and Costs Assessable Pg.22 6.23 Notice of Annual Assessment Pg.22 6.24 Time and Manner of Payment;Late Charges and Interest Pg.23 VII.MAINTENANCE Pg.23 7.1 Common Areas,Parks and Public Right of Way Pg.23 7.2 Assessment of Certain Costs of Maintenance and Repair of Common Pg.24 Areas and Public Areas 7.3 Improper Maintenance and Use of Lots Pg.24 7.4 Right of Entry Pg.25 7.5 Noxious Weeds Pg.25 VIII.INSURANCE Pg.25 8.1 Liability Insurance Pg.25 8.2 Required Coverages Pg.26 8.3 Policy Requirements Pg.27 8.4 Owners Insurance Pg.28 8.5 Subdivision Insurance Pg.29 8.6 Restoring Damaged Improvements Pg.29 IX.DAMAGE AND DESTRUCTION OF COMMON AREAS Pg.30 9.1 Duty of Association Pg.30 9.2 Vote of Members Pg.30 9.3 Excess Insurance Proceeds Pg.30 9.4 Use of Reimbursement Assessments Pg.30 X.EMINENT DOMAIN Pg.30 10.1 Representation in Condemnation Proceedings Pg.30 10.2 Award for Common Areas Pg.31 XI.ARCHITECTURAL AND LANDSCAPE CONTROL Pg.31 11.1 Appointment of Architectural Control Committee("Committee") Pg.31 11.2 Design Guidelines Pg.31 11.3 General Provisions Regarding Architectural Control Pg.32 11.4 Procedures for Approval Pg.33 11.5 No Waiver of Future Approvals Pg.35 11.6 Variance Pg.35 11.7 Limitation of Liability Pg.35 11.8 Enforcement Pg.35 11.9 Soils Condition Pg.36 11.10 Non-Liability,for Approval of Drawings and Specifications Pg.36 11.11 Inspection and Recording of Approval Pg.37 11.12 Reconstruction of Common Areas Pg.37 11.13 Emergencies Pg.38 11.14 Fines Pg.38 2202936 09123/20es i2�0aa Sheller VmCa 1&11&tln Co MT RISC 727.00 XII.ACC GUIDELINES Pg.38 12.1 Residential Use Pg.38 12.2 Minimum Residence Requirements Pg.38 12.3 Building Setbacks Pg.38 12.4 Building Height Limits Pg.39 12.5 Roofs Pg.39 12.6 Terraces,Eaves,and Detached Garages Pg.40 12.7 Roofing Materials Pg.40 12.8 Gutters,Down Spouts and Flashing Pg.40 12.9 Roof Mounted Machinery Pg.40 12.10 Perimeter Walls Pg.40 12.11 Exterior Walls Pg.41 12.12 Decks,Balconies and Porches Pg.41 12.13 Garages Pg.42 12.14 Sidewalks Pg.42 12.15 Fencing Pg.42 12.16 Building Orientation Pg.43 12.17 Kennels Pg.43 12.18 Landscaping Pg.43 12.19 Storm Water Detention/Retention Pg.43 12.20 Street Lighting Pg.44 XIII.USES AND RESTRICTIONS Pg.44 13.1 Signs,Flags,Flagpoles and Statues Pg.44 13.2 Antennae Pg.45 13.3 Gas Containers Pg.46 13.4 Clothes Hanging Devices Pg.46 13.5 Basketball Backboards Pg.46 13.6 Machinery and Equipment Pg.46 13.7 Approvals Pg.46 13.8 Party Fences and Party Walls Pg.46 13.9 Retaining Walls and Side Yard Walls and Fences Pg.47 13.10 Sidewalks Pg.48 13.11 Parking Pg.48 13.12 Garbage Pg.48 13.13 Removal of Debris Pg.49 13.14 Air-Conditioning Units Pg.49 13.15 Sight Distance at Intersections Pg.49 13.16 Commercial or Institutional Use Pg.49 13.17 Detached Buildings Pg.50 13.18 Window Treatment Pg.50 13.19 Athletic and Recreational Facilities Pg.50 13.20 Security Pg.50 13.21 Security Waiver of Liability Pg.50 13.22 Construction Activities Pg.51 13.23 Prohibited Structures Pg.51 13.24 Occupants Bound Pg.51 13.25 Storage of Goods Pg.51 13.26 Pool Equipment Pg.52 13.27 Unsightly or Unkempt Conditions Pg.52 • I IN IN11111111 III 11111111111111�� III IIII Pal 016 Shelley Vance-Oallatln Cc 11r MM rr.0a 13.28 Repair of Building Pg.52 13.29 Violation of Law Pg.52 13.30 Animals Pg.52 13.31 Nuisances Pg.53 13.32 Vehicles Pg.53 13.33 Leasing Pg.54 13.34 Subdivision of a Lot and Time-Sharing Pg.55 13.35 Lights Pg.55 13.36 Exterior Holiday Decorations Pg.55 13.37 Garage Doors Pg.55 13.38 Oil and Mining Operations Pg.56 13.39 Mineral Exploration Pg.56 13.40 Fires Pg.56 13.41 No Obstructions to Drainage Pg.56 13.42 Maintenance of Grounds Pg.56 13.43 Diseases and Insects Pg.57 13.44 Restriction on Further Subdivision,Property Restrictions Pg.57 and Rezoning 13.45 Utility Service Pg.58 13.46 Overhead Encroachments Pg.58 13.47 Development Activity Pg.58 13.48 Health,Safety and Welfare Pg.59 13.49 Model Homes Pg.59 13.50 Safe Condition Pg.59 XIV.EASEMENTS Pg.59 14.1 Blanket Easements and Utility Construction Easements Pg.59 14.2 Use of Common Areas Pg.60 14.3 Wall or Fence Easement Pg.60 14.4 Developer Easement Pg.60 14.5 Association Easement Pg.61 14.6 Revegetation Easement Pg.61 14.7 Information Center Easement Pg.61 14.8 Roads Pg.61 14.9 Access Roads and Utility Easements Pg.62 14.10 Miscellaneous Easements Pg.62 XV.RIGHTS OF MORTGAGEES Pg.62 15.1 General Provisions - Pg.62 15.2 Subordination of Lien Pg.62 15.3 No Personal Liability Pg.63 15.4 Enforcement After Foreclosure Sale Pg.63 15.5 Exercise of Owner's Rights Pg.63 15.6 Subject to Declaration Pg.63 15.7 Exemption of Developer From Restriction Pg.63 XVI.LIMITATION ON DEVELOPER'S LIABILTY Pg.64 XVII.AMENDMENT Pg.64 17.1 Amendment to Declaration Pg.64 17.2 Effect of Amendment Pg.64 17.3 Required Approvals Pg.65 I Illill Hill 111111111111111111111111111 Hillal ZzO2' '6 Sheller Vance-Gallatin Cc MT MISC W.00 17.4 Requested Amendment;Legislative Change Pg.65 17.5 Addition of Property Without Approval of Membership Pg.65 17.6 Addition of Property With Approval of Membership Pg.66 17.7 Withdrawal of Property Pg.66 17.8 Additional Covenants and Easements Pg.66 17.9 Amendment Pg.66 17.10 Sub association(s) Pg.67 17.11 Every Owner and any Mortgagee of a Lot,by acceptance of a Pg.67 deed or other conveyance therefore,thereby agrees that this Declaration may be amended as provided in this Section XVIII.GENERAL PROVISIONS Pg.67 18.1 Notices Pg.67 18.2 Captions and Exhibits;Construction Pg.67 18.3 Severability Pg.68 18.4 Mortgage of Lots and Parcels Pg.68 18.5 Power of Attorney Pg.68 18.6 Gender Pg.68 18.7 Interpretation Pg.68 18.8 References to Declaration in Deeds Pg.68 18.9 Montana Law Pg.69 18.10 Conflicts Pg.69 18.11 Right to Use Common Area for Special Events Pg.69 18.12 Enforcement Pg.69 18.13 Term;Termination Pg.70 18.14 Developer's Disclaimer of Representations Pg.71 18.15 Zoning and Plan Pg.71 XIX.DISPUTE RESOLUTION AND LEMHATION ON LITIGATION Pg.71 19.1 Agreement to Avoid Litigation Pg.71 19.2 Claims Pg.71 19.3 Reference to Claims Pg.71 19.4 Mandatory Procedures Pg.72 19.5 Negotiation and Mediation Pg.72 19.6 Unresolved Claims Pg.72 19.7 Reference to Claims Pg.73 19.8 Reference to Claims Pg.73 19.9 Allocation of Costs of Resolving Claims Pg.73 19.10 Enforcement of Resolution Pg.73 1 • 2202936 1111111HillI111111111111111111111111it, 1111111 Pass:312005 12:55P Malley Vence4allatln Co MT 11I5C 727.00 Appendices Appendix A—Fencing Details Appendix B—Stormwater Detention Pond Details Appendix C--Lighting Master Plan and Details 2202936 I II�III Nn�II�B(IIII IIIII�I�IIII IIII III IIII IIII 0Page: a of le 91223/2006 12:06P 6lallay Vance-Gallatin Co MT M16C 727.00 DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS WEST WINDS MASTER HOMEOWNERS'ASSOCIATION,INC. THIS DECLARATION OF COVENANTS,CONDITIONS,AND RESTRICTIONS (The"Declaration")is made and entered into on this _day of �2005 by Cascade Development,Inc.,a Montana corporation("Declarant"). WHEREAS,Declarant owns certain real property in Gallatin County,Montana,described in Exhibit"A,"attached hereto;and, WHEREAS,Declarant desires to create a master planned Property known as West Winds,on the land described in Exhibit"A"and such other land as may be added thereto pursuant to the terms and provisions of this Declaration; Now THEREFORE,Declarant declares that the property described in Exhibit"A"will be held,sold, and conveyed subject to the restrictions,covenants,and conditions declared below,which will be deemed to be covenants running with the land and imposed on and intended to benefit and burden each Lot (as hereinafter defined) and other portions of the Property in order to maintain high standards within the Property. Such covenants will be binding on all parties having any right,title, or interest therein or any part thereof,their respective heirs,personal representatives,successors and assigns,and will inure to the benefit of each Owner(as hereinafter defined)thereof. I. DEFINITIONS The following teams used herein are defined as follows: 1.1 "Additional Property"refers to any property later annexed by Supplemental Declaration pursuant to Article 17. 1.2 "Architectural Control Committee" or "ACC" or "Committee" shall refer to the committee initially consisting of three members established to enforce the Architectural standards of the Property and to approve or disapprove plans for improvements proposed for the Lots, as described in Section 1.29. 1.3 "Articles"means the Articles of Incorporation of West Winds Homeowners'Association, Inc.,as amended from time to time,and of any successor thereto. 1.4 "Assessment Lien"means the lien created and imposed by Sections 6.2 and 6.11. 1.5 "Assessments"include the following: 2202936 I IIIII�IIII IIIII IIIII 1111�II�IIII IIIII!II IIIII IIII III m;231z ;2*': Sheller Vance-Gallatin Co MT MISC 7V.00 (a) "Maintenance Assessment"as determined in Sections 6.6 and 6.22. (b) "Capital Improvement Assessment"as determined in Section 6.8. (c) "Special Assessment."as determined in Section 6.9. (d) "Reimbursement Assessment"as determined in Sections 6.10 and 6.20. 1.6 "Association" means Cascade Development, Inc., a Montana non-profit corporation, its successors and assigns. 1.7 "Association Land"means such part or parts of West Winds Property and such buildings, structures and improvements thereon,and other real or personal property or interests therein as the Association may at any time own in fee or in which the Association may at any time have a leasehold interest including,but not limited to,Common Areas,for as long as the Association is the owner of the fee or leasehold interest,including any Private Streets owned by the Association. 1.8 "Association Rules" means the rules and regulations adopted by the Board pursuant to Section 4.4,as such rules and regulations maybe amended from time to time. 1.9 "Board of Directors"or"Board"means the body responsible for the Association's general governance and administration,selected as provided in the Bylaws. 1.10 "Business Use"shall be construed to have its ordinary,generally accepted meaning and shall include any occupation, work or activity undertaken on an ongoing basis which involves the provision of goods or services to Persons other than the provider's family and for which the provider receives a fee,compensation,or other form of consideration,regardless of whether:(i)such activity is engaged in full or part-time;(ii)such activity is intended to or does generate a profit;or(iii)a license is required therefore. The leasing of an Owner's own Lot for single family residential purposes shall not be considered a trade or business. A permitted Business Use shall mean a "Business Use"which complies with all of the following:(a)the existence or operation of business activity is not apparent or detectable by sight, sound or smell from outside the Lot on which it occurs;(b)business activity does not involve individuals coming onto a Lot who do not reside on the Lot or door-to-door solicitation of residents of Lots; (c)not more than one employee which is not a family member works on the Lot; (d) commercial deliveries are not made to the Lots; and(e) business activity consistent with a residential character of property use and not a nuisance,or a hazardous or offensive use,or a threat to the security or safety of other Owners and Occupants,as may be determined in the sole discretion of the Board. 1.11 "Bylaws"means the Bylaws of the Association and its successors adopted in accordance with the Articles,as such Bylaws may be amended or supplemented from time to time. 1.12 "City"means the City of Bozeman,Gallatin County,Montana. 2 • I fllll�IIIII IIIII(I{II IIIII(IIIII IIIII(I�I !IIII 22029306 Polley yarwa-Gallatin Co HT IIIBC 727.00 1.13 "Common Areas"means all real property interests(not just fee title and leasehold interests) and the improvements or amenities thereon conveyed to the Association free and clear of monetary encumbrances for the common use and enjoyment of the Owners and Occupants. Any real property interests,and improvements or amenities thereon,which are described as part of the"common areas" in a Recorded plat shall,for all purposes,be integrated into and deemed to be a part of the Common Areas subject to this Declaration,unless otherwise specified in the Recorded plat. 1.14 "Common Expenses" means the costs incurred by the Association in conducting its operations and activities,administering,maintaining and operating the Property,and in owning or leasing any portions thereof,including,but not limited to,the following: (a) The costs of any maintenance,management,operation,repair and replacement of the Common Areas, and all other areas in the Property which are managed or maintained by the Association,other than those areas being managed or maintained as a Reimbursement Assessment pursuant to Sections 6.10 and 6.20; (b) Unpaid Assessments and Reimbursement Assessments; (c) The costs of management and administration of the Association,including,but not limited to,compensation paid by the Association to managers,accountants,attorneys and employees; (d) The costs of utilities and services(including,but not limited to,water,electricity,gas, sewer,trash pick-up and disposal)which are provided to the Association or the Common Areas, landscaping maintenance and other services which generally benefit and enhance the value and desirability of the Property and which are provided by the Association; (e) The costs of insurance maintained by the Association as permitted herein; (f) Reasonable reserves for contingencies,replacements and other proper purposes,if deemed appropriate by the Board,to meet anticipated costs and expenses including,but not limited to, maintenance,repairs and replacement of those Common Areas which must be maintained, repaired,or replaced on a periodic basis; (g) The costs which the Board may elect to incur to bond the members of the Board, officers of the Association,any professional managing agent or any other Person handling the funds of the Association; (h) Taxes paid by the Association; (i) Amounts paid by the Association for discharge of any lien or encumbrance levied against the Common Areas or portions thereof; 3 111111NI1111111111111111111I1111 09zO�936 Shelley canoe-Gallatin co MT nlSC 127.00 (j) The costs incurred by the ACC; (k) The costs incurred by any other committees established by the Board or the President; (1) ° Other expenses incurred by the Association for any reason whatsoever in connection with the Common Areas,or the costs of any other item or items designated by,or to be provided or performed by the Association pursuant to,this Declaration,the Articles,Bylaws,Association Rules, or Design Guidelines,or in fiutherance of the purposes of the Association or in the discharge of any duties or powers of the Association. 1.15 "County"means the County of Gallatin,a political subdivision of the State of Montana. 1.16 "Declarant" means Cascade Development, Inc. and its successors and assigns who are designated as such in writing by Declarant,and who consent in writing to assume the duties and obligations of the Declarant with respect to the Lots acquired by such successor or assigns. 1.17 "Declaration"means this Declaration of Covenants,Conditions and Restrictions and all Supplemental Declarations,as such declarations may be amended from time to time. 1.18 "Design Guidelines"means the rules,regulations,restrictions,Architectural standards and design guidelines from time to time adopted by the Committee pursuant to Section 12. 1.19 "Development Plan"means the development plan approved by the City,as the same maybe amended from time to time. 1.20 "Developer"means Cascade Development,Inc.,a Montana corporation,its predecessors, successors and assigns,or any Person to whom Developer's rights hereunder are hereafter assigned in whole or in part by Recorded instrument,or any Mortgagee of Developer which acquires title to or succeeds to the interest of Developer in any portion of the Project by reason of the foreclosure(or conveyance in lieu of foreclosure)or trustee's sale under the Mortgage of said Mortgagee. The term "Developer", as used herein, shall include not only the named Developer but also any of the foregoing successors,assigns,assignees of right(s)and Mortgagees. An assignment by Recorded instrument of all of Developer's rights shall vest in the assignee all of Developer's rights hereunder (including,but not limited to,all of Developer's easements,rights of consent or approval and voting rights)on the same terms that they were held by Developer hereunder. An assignment by Recorded instrument of part of Developer's rights shall vest in the assignee the specific Developer's right(s) named in the instrument of assignment on the same terms that they were held by Developer hereunder. Notwithstanding anything to the contrary herein,an assignment of all or any portion of Developer's rights shall not deprive the assignor of any protection, indemnity or freedom from liability that would otherwise exist under this Declaration if the assignor had retained all of the Developer's rights hereunder. 1.21 "Exempt Property"means the following parts of the Property- 4 • 2202936 11111111111111110912312Mf 1101 2:66P Shelley Varaa-Gallatin Cc MT MISC 727.00 (a) All land and improvements owned by or dedicated to and accepted by the United States,the State of Montana,the County,the City,or any political subdivision thereof,for as long as any such entity or political subdivision is the owner thereof or for so long as said dedication remains effective; (b) All Association Land,for as long as the Association is the owner or lessee thereof; and (c) All land and improvements owned or leased by a public service corporation providing utility services. 1.22 "First Mortgage"means a Mortgage which is the fast and most senior of all Mortgages upon the same property. 1.23 "First Mortgagee"means the holder of a First Mortgage. 1.24 "Fiscal Year"means calendar year unless otherwise determined by the Board in accordance with the Bylaws of the Association. 1.25 "Improvement"shall mean,but not be limited to buildings,sheds utility buildings,roads, driveway,dams,channels,basins,parking areas,fences,walls,retaining walls,poles,basketball goals,patio covers,antennas,dish antennas,excavations,rocks,hedges,plantings,planted trees,and shrubs,and all other improvements of any type of kind. 1.26 "West Winds"is the Master Plan Area approved by the City of Bozeman. 1.27 "Limited Common Areas"means Common Area which benefits less than all of the Owners. Each of these Limited Common Areas tracts is for the benefit of the Lots that are provided the benefits of thesc Limited Common Areas. 1.28 "Lot"means any area of the Property designated as a Lot on any subdivision plat subject to this Declaration,recorded by or with the consent of Developer. 1.29 "Member"means every Person who is a member of the Association. Each Lot shall have one membership in the Association. 1.30 "Mortgage"means any Recorded,filed or otherwise perfected instrument,which is not a fraudulent conveyance under Montana law,given in good faith and for valuable consideration as security for the performance of an obligation including,but not limited to,a deed of trust,but shall not include any instrument creating or evidencing solely a security interest arising under the Uniform Commercial Code. 5 • JENJIMN1111111111112202936 R*114Y VAMS-Callatln Cc Mr MISC 727.00 1.31 "Mortgagee"means the holder of a note secured by a Mortgage,including the trustee and beneficiary under any deed of trust. 1.32 "Mortgagor"means the party executing a Mortgage as obligor. 1.33 "Occupant"means any Person,other than an Owner,in rightful possession of any portion of the Property,whether as a guest,tenant or otherwise. 1.34 "Owner"means the Record owner,whether one or more Persons or entities,of fee simple title,whether or not subject to any Mortgage,to any Lot which is a part of the Property,including contract purchasers but excluding those having such interest merely as security for the performance of an obligation.If fee simple title to any Lot is vested of Record in a trustee pursuant to Montana law(as amended from time to time),legal title shall be deemed to be in the beneficiary. 1.35 "Party Walls" or "Party Fences" shall mean those walls and fences described in Section 13.8. 1.36 "Person"means an individual,corporation,partnership,trustee or other entity capable of holding title to real property,and their respective heirs,personal representatives,successors and assigns. 1.37 "Private Roads"and"Private Streets"are synonymous and mean any street,roadway,drive, sidewalk,walkway,path or other right-of-way within,or partly within,the Property which has not expressly been dedicated to the public use and is required to be maintained under this Declaration (and include,but are not limited to,the streets and rights-of-way within the Property designated as private access ways and public utility easements and which are not required to be maintained under any Declaration). In the event that the Board elects to dedicate or transfer a Private Road to public use and expenses must be incurred for the purpose of bringing the Private Road into conformance with the specifications of the City,the expenses shall be considered costs of capital improvements and subject to the provisions hereof for Capital Improvement Assessments. 1.38 "Project"means the development and improvement of the Property which is subject to this Declaration,including all elements reasonable and necessary for its completion. 1.39 "Property" means any real property now or hereafter made subject to this Declaration together with all buildings,improvements and other permanent fixtures of whatever kind now or hereafter located thereon,and all easements,rights,appurtenances and privileges belonging or in any way pertaining thereto. 1.40 "Record,""Recording,""Recorded" or"Recordation"means an instrument of record in, or the act of recording an instrument with, the office of the County Clerk for Gallatin County, Montana or other officer charged with the duty of recording and maintaining records for real property having jurisdiction of the Property. 6 • 2202936 111111111111111111111111111 23,t2M 12 NP BMII�Y Vu+o�-O�ll�Un Co tR IIIBC 727.00 1.41 "Single Family"means one or more individuals,each related to the other by blood,marriage or legal adoption,living together as a"traditional"family. If two unmarried individuals are living together,all other persons living in the home must be related to at least one such individual by blood or legal adoption. "Single family"does not include any group home or similar uses,even though the individuals may have common needs or interests. 1.42 "Special Use Fees"means special fees which an Owner,Occupant or any other Person is obligated by this Declaration or Association Rules to pay to the Association for use ofor access to an amenity,facility or other improvement,including,but not limited to,a Common Area or Association Land,or for the granting of a right or privilege with respect thereto,over,above,and in addition to any Assessment hereunder. 1.43 "Subdivision"means a group of Lots platted together and given a unique identity. 1.44 "Supplemental Declaration"means an amendment or supplement to this Declaration filed pursuant to Article XVII which subjects additional property to this Declaration and/or imposes, expressly or by reference,additional restrictions and obligations on the land described therein. 1.45 "Taking"means condemnation by eminent domain or sale under threat of condemnation of all or any portion of the Common Area. 1.46 "Transition Date"means the date upon which 100%of the Lots in the Property are sold. 1.47 "Unit" means any building or portion of a building situated upon a Lot,designed and intended for use and occupancy as a residence by a Single Family. 1.48 "Visible from Neighboring Property"means with respect to any given object,that the object is or would be visible to a six-foot tall person standing at ground level on any part of the adjoining or neighboring property at an elevation no greater than the elevation of the base of the object being viewed,except where the object is visible solely through a view fence and would not be visible if the view fence were a solid fence. 1.49 "Voting Member"means the representative selected by the Class"A"Members within each subdivision to be responsible for casting all Class"A"votes attributable to Lots in the Subdivision on all matters requiring a vote of the membership(except as otherwise specifically provided in this Declaration and in the Bylaws). The term"Voting Member"shall also refer to an alternate Voting Member acting in the absence of the Voting Member and any Owners authorized personally to cast the votes for their respective Lots. To be qualified as a Voting Member or an alternate Voting Member a person must be a lot owner in good standing.Good standing means the lot owner has paid all assessments and individual changes and is not currently in default or violation of the Association's Declaration or Architectural Design Guidelines. 7 I IIIIII IIIII IIIII 11111 loll 111111111111111 @11111 12:65P Sheller Vann-""lath Ca NT RISC 727.00 Terms used in this Declaration if not otherwise defined shall have the meaning ascribed to such terns in this Declaration. II.PROPERTY SUBJECT TO DECLARATION 2.1 General Purpose. Developer intends to develop the Property by platting into various Lots, Subdivisions,and Common Areas,and to develop and/or sell and convey Lots as portions of the Property are developed. All of the real property within the Property is and shall be held,conveyed, hypothecated,encumbered,leased,occupied,built upon or otherwise used,improved or transferred, in whole or in part, subject to this Declaration,and any recorded Supplemental Declarations,as amended or modified from time to time. However,property which is Exempt Property and which is dedicated to the public or a governmental entity shall not be subject to this Declaration while it is thus dedicated,although restrictions imposed in this Declaration upon the Owners and Occupants concerning the use and maintenance of such public areas shall at all times apply to the Owners and Occupants. This Declaration and any Supplemental Declarations are declared and agreed to be in furtherance of a general plan for the subdivision,improvement and sale of the Property and are established for the purpose of enhancing and perfecting the value,desirability and attractiveness of the Property and the Project and every part thereof. This Declaration shall run with all Lots,Parcels, and Association Land for all purposes and shall be binding upon and inure to the benefit of Property, Developer, all Owners and Occupants and their successors in interest. NOTHING IN THIS DECLARATION SHALL BE CONSTRUED TO PREVENT DEVELOPER FROM (a) MODIFYING THE DEVELOPMENT PLAN OR ANY PORTIONS THEREOF, OR (b) DEDICATING OR CONVEYING PORTIONS OF THE PROPERTY,INCLUDING STREETS OR ROADWAYS,FREE AND CLEAR OF THIS DECLARATION,AND/OR FOR USES OTHER THAN AS A LOT, OR ASSOCIATION LAND. The Developer, or Developer of Lots in a Subdivision, may from time to time create a separate set of Declarations for governance and maintenance of part or all of the Subdivision. No separate Subdivision Declaration shall be in conflict with or at variance from any of these Declarations;such Subdivision Declarations shall only bind Owners of Lots in said Subdivision. 2.2 Association Bound.This Declaration shall be binding upon and shall benefit the Association and its Members upon filing of record. III.THE PROPERTY,RIGHTS OF ENJOYMENT 3.1 Ri t of Enjoyment. Every Owner and Occupant shall have a nonexclusive license to use and enjoy the Common Areas,subject to all of the easements,covenants,conditions,restrictions and other provisions contained in this Declaration,including,but not limited to,the following provisions: (a) The right of the Board to impose reasonable limits on the number of guests of Owners and Occupants and to impose reasonable limits on the use of the Common Areas by Persons who are not Owners,and to charge admission,membership and other Special Use Fees for the use of any recreational or other facility situated upon the Common Areas when all or any portion of the costs of 8 I INIII IIIII lllll IIIiI IIIII II Illllllli> IIIlllllll ?zO936P fh�1l�Y V�m�-WllatIn Cc NT RISC 727.00 ownership,operation,maintenance and repair of such facilities should,in the opinion of the Board, be borne by users of the facilities rather than by all Members of the Association; (b) The right of the Board to establish reasonable rules and regulations,which are not inconsistent with this Declaration pertaining to or restricting the use of the Common Areas by Owners,Occupants or other Persons; (c) The right of the Board to borrow money for the purpose of improving,replacing, restoring or expanding the Common Areas or adding new Common Areas and,in aid thereof,to mortgage said property,provided that the rights of the lender thereunder shall be subordinated to the rights of the Owners; (d) The right of the Board to suspend the right of an Owner, Occupant or any Person (including,but not limited to,a member of the family of an Owner)to use the Common Areas or any designated portion thereof(and to suspend the Owner's voting rights)during any time in which any Assessment respecting such Owner or such Owner's Lot remains unpaid and delinquent,or for any infraction of the Association Rules or breach of this Declaration, and for any repetition of any such payment delinquency or infraction,in accordance with the provisions of this Declaration and the Bylaws.Notwithstanding the foregoing,the Board shall not have the right hereunder to limit or suspend any Owner's rights to such an extent that the Owner is denied access to his Lot; (e) The right of the Board to dedicate or transfer all or any part of,or interest in,the Common Areas to any public agency, authority or utility (whether public or private) for such purposes and subject to such conditions as may be agreed to by the Board without the consent or approval of any Member or other Person except as expressly required herein(by way of illustration and not limitation, the Board shall have a right to dedicate or transfer to the public all or any portion(s)of the Private Roads at any time or from time to time),but no such dedication or transfer by the Board shall be effective without the written consent of Developer(so long as Developer owns any property subject to this Declaration);and (f) The right of the Board to change the size,shape or location of Common Areas,to exchange Common Areas for other lands or interests therein which become Common Areas and to abandon or otherwise transfer Common Areas. 3.2 Delegation of Use. No Owner may delegate his right to use and enjoy the Common Areas to any Person, except to the members of his immediate family, to Occupants of his Lot,or to his invitees,in each case as permitted by the Association Rules. 3.3 Waiver of Use. No Owner may exempt himself, and no Owner shall be exempt, from personal liability for Assessments and Reimbursement Charges,and no Owner may release any Lot owned by him from the liens,charges and other provisions of this Declaration,the Articles,Bylaws, Association Rules or Design Guidelines,by voluntary waiver of,or suspension or restriction of the Owner's right to use and enjoy the Common Areas or by the abandonment of the Owner's Lot. 9 N r 2202936 IIIIIIINInIIIIIIIIIIIIIIIIIIIIIIIII,IIIIIIII II 09/29/t2M 12 UP Shallar v,noaGallatln Ca nT RISC 727.00 IV.ASSOCIATION 4.1 Purpose of Association. The Association has been,or will be,incorporated as a nonprofit corporation to serve as the governing body for all of the Owners for the protection,improvement, alteration, maintenance, repair, replacement, administration and operation of the Property, the assessment of expenses,payment of losses,disposition of casualty insurance proceeds,and other matters as provided in this Declaration, the Articles, Bylaws, Association Rules and Design Guidelines.The Association shall not be deemed to be conducting a business of any kind,and all funds received by the Association shall be held and applied by it for the benefit of Owners in accordance with the provisions of this Declaration,the Articles and the Bylaws. 4.2 Articles and Bylaws. In addition to the rights and powers of the Association set forth in this Declaration,the Association and its directors,officers,employees,agents and Members shall have such rights and powers as are set forth in the Articles and Bylaws and are not inconsistent with law or this Declaration. Such rights and powers, subject to the approval thereof by any agencies or institutions deemed necessary by Developer,may encompass any and all things which a natural person could do or which now or hereafter may be authorized by law,provided the Articles and Bylaws are not inconsistent with the provisions of this Declaration and are necessary,desirable or convenient in furtherance of the purposes set forth in this Declaration.A copy of the Articles and Bylaws shall be available for inspection at the office of the Association during reasonable business hours. 4.3 Board of Directors and Officers. The affairs of the Association shall be conducted by the Board and such officers as the Board may elect or appoint in accordance with the Articles and the Bylaws and this Declaration.The initial Board shall be composed ofthree(3)members appointed by Developer and designated in the Articles.The Board may also appoint various committees(which may consist, in whole or in part, of individuals who are not on the Board) and may appoint a manager or managing agent who shall,subject to the direction of the Board,be responsible for the day-to-day operation of the Association.The Board shall determine the compensation to be paid to the manager or managing agent. 4.4 Association Rules. The Board shall be empowered to adopt,amend and repeal such rules and regulations as it deems reasonable and appropriate(the"Association Rules"),effective upon adoption or at such later time as may be specified therein, and binding upon all Persons subject to this Declaration,to govern the use and/or occupancy of the Common Areas and any other part(s)of the Property. The Association Rules may include the establishment of a system of fines and penalties enforceable as Reimbursement Charees. The Association Rules shall govern such matters in furtherance of the purposes of the Association including,but not limited to,the use of the Common Areas;provided,however,that the Association Rules may not discriminate among Owners, except as expressly provided or permitted herein,and shall not be inconsistent with this Declaration, the Articles,Bylaws or Design Guidelines. The Association Rules shall have the same force and effect as if they were set forth in and were part of this Declaration and shall be binding on Owners 10 2202936 IIIII II�II IIIII IIIII DI(I III��IID III IIII 00123/2M 12:06P Shelley Vanea.0allatln Co MT RISC 727.00 and all other Persons having any interest in or making any use of the Property, whether or not actually received thereby.The Association Rules shall be available at the principal office of the Association to each Owner or other Person reasonably entitled thereto,upon request.In the event of any conflict between any provision of the Association Rules and any provisions of this Declaration, or the Articles, Bylaws or Design Guidelines,the provisions of the Association Rules shall be deemed to be superseded by the provisions of(and in the following order of importance) this Declaration,the Articles,Bylaws or Design Guidelines to the extent of any such conflict and in that order. 4.5 Indemnification. To the fullest extent permitted by law,every director and officer of the Association,every member of the Committee,Developer(to the extent a claim may be brought against Developer,by reason of any appointment,removal or control over members of the Board or the Committee) shall be indemnified by the Association, and every other Person serving as an employee or direct agent of the Association,or on behalf of the Association as a member of a committee or otherwise,may, in the discretion of the Board,be indemnified by the Association against all expenses and liabilities including,but not limited to,attorneys'fees,reasonably incurred by or imposed upon him in connection with any proceeding to which he may be a party or in which he may become involved,by reason of his being or having served in such capacity on behalf of the Association(or in the case of Developer by reason of having appointed,removed or controlled or failed to control members of the Board or the Committee),or any settlement thereof,whether or not he is a director,officer or member of the Committee or serving in such other specified capacity at the time such expenses are incurred,provided that the Board shall determine,in good faith,that the Person to be indemnified hereunder did not act,fail to act,or refuse to act with gross negligence or fraudulent or criminal intent in the performance of his duties. The foregoing rights of indemnification shall be in addition to and not exclusive of all other rights to which such Persons may be entitled at law or otherwise. 4.6 Non-Liability of Officials. To the fullest extent permitted by law,neither Developer,the Committee or any other committees of the Association or any member thereof,nor any directors or officers of the Association,shall be liable to any Member,Owner,Occupant,the Association or any other Person for any damage,loss or prejudice suffered or claimed on account of any decision, approval or disapproval of drawings or specifications(whether or not defective),course of action, act,inaction,omission,error,negligence or the like made in good faith and which Developer,the President,the Board,or such committees or Persons reasonably believed to be within the scope of their respective duties. 4.7 Accounting. The Association,at all times,shall keep,or cause to be kept,true and correct records of account in accordance with sound accounting principles,which shall specify in reasonable detail all expenses incurred and funds accumulated from Assessments or otherwise. 4.8 Records. Upon reasonable written request and pursuant to procedures established in the Bylaws,the Association shall make the books,records and financial statements of the Association available for inspection by each Owner and Member together with current copies,as amended from 11 I III IIIII 2202936 1111111111 loll 1111111111111911111111111 n,2� ,2:WP flMll.y Il.tln Cc RT MISC TV.0t1 time to time,of this Declaration and the Articles,Bylaws,Association Rules and Design Guidelines. Developer shall be under no obligation to make its own books and records available for inspection by any Owner,Member or other Person.The books and records of the Association may be audited or unaudited as the Board,from time to time,may determine. 4.9 Manager or Managing Agent. All powers,duties and rights of the Association or the Board, as provided by law and herein, may be delegated to a manager or managing agent; provided, however,that no such delegation shall relieve the Association of its obligation to perform any such delegated duty.Any agreement for management,or any other contract providing for services to the Association,shall not exceed a term of three years,which term maybe renewed by agreement of the parties for successive one-year periods. 4.10 Rights of Enforcement. The Board shall have the first right to enforce the provisions of this Declaration and/or any and all covenants,restrictions,reservations,charges,servitudes,assessments, conditions,liens or easements provided for in any contract,deed,declaration or other instrument relating to the Property which(a)shall have been executed pursuant to,or subject to,the provisions of this Declaration, or(b) otherwise shall indicate that the provisions of such instrument were intended to be enforced either by the Association or by Developer.If,however,both the Board and the Developer fail or refuse to enforce this Declaration or any provision thereof after reasonably informative written notice of a violation of these Declarations is provided to them,then an Owner may enforce them on behalf of the Association by any appropriate legal action,whether at law or in equity and the Association and the Developer may pursue whatever rights and remedies might be available to them at law or in equity. 4.11 Contracts with Others for Performance of Association's Duties. Subject to the restrictions and limitations contained herein,the Board may enter into contracts and transactions with others, including Developer and any affiliated Persons,for the performance of the Association's duties and other purposes consistent with the Declaration, and such contracts or transactions shall not be invalidated or in any way affected by the fact that one or more directors or officers of the Association or members of any committee may be employed by or otherwise connected with Developer or any affiliated Person,provided that the fact of such interest shall be disclosed or known to the other directors acting upon such contract or transaction, and provided further that the transaction or contract is fair and reasonable.Any such director,officer or committee member may be counted in determining the existence of a quorum at any meeting of the Board or committee of which he is a member,which shall authorize any contract or transaction described above or grant or deny any approval sought by Developer or other Person,and may vote thereon to authorize any such contract, transaction or approval with like force and effect as if he were not so interested. 4.12 Change of Use of Association Land. Prior to the Transition Date,without the approval or consent of any Member or other Person; and after the Transition Date,upon (a) adoption of a resolution by the Board stating that,in the Board's opinion,the then present use of a designated part of the Association Land or of the Association's interest in other Common Areas is no longer in the best interest of the Owners and Occupants or no longer necessary or appropriate for the purposes 12 ��O�936 SMll.y Vano.-Qall.tln cc Itt Ntsc 727.00 intended, and with (b) the approval of such resolution by a Majority of Members (excluding Developer)who are voting.in person or by proxy at a meeting duly called for such purpose,and(c) the consent of Developer(so long as Developer owns any property subject to the Declaration);the Board shall have the power and right to sell,exchange,convey or abandon such Association Land or interest or change the use thereof(and, in connection therewith, construct,reconstruct, alter or change the buildings,structures and improvements thereon in any manner deemed necessary by the Board to accommodate the new use),provided that any such new use(i)shall be for the benefit of the Owners and Occupants, (ii) shall be consistent with any deed restrictions (and zoning regulations)restricting or limiting the use of the-Association Land,and(iii)shall be consistent with the then effective Development Plan. Anything foregoing to the contrary notwithstanding,if the Board determines, and the resolution of the Board recites, that any transaction involving the disposition or exchange of Association Land or the interest of the Association in Common Areas will not have an adverse effect on the Association and the Owners and Occupants of the Property,the Board may,in lieu of calling a meeting pursuant to(b)above,give notice to all Voting Members of the proposed transaction and of any right to object thereto which might be available hereunder and,if no more than•20%of the Members object in writing to the Association within 30 days after the giving of such notice, the transaction shall be deemed,approved by the Voting Members and a meeting of the Voting Members shall not be necessary. 4.13 Purposes for which Association's Funds maybe Used.The Association,except as otherwise permitted in this Declaration, shall apply all funds and property collected and received by it (including Assessments,Reimbursement Assessments,fees,loan proceeds,surplus funds and all funds and property received by it from any other source)for the common good and benefit of the Property and the Owners and Occupants by devoting said funds and property,among other things,to the Common Expenses. Notwithstanding such requirements,all funds of the Association shall be deemed to be the sole property of the Association in its corporate capacity,and not trust funds,and the Association shall not be deemed to hold any such funds as trustee or in any fiduciary capacity, except as expressly provided herein. The Association also may expend its funds for any purposes which any municipality in the State of Montana may expend its funds under the laws of the State of Montana or such municipality's charter. 4.14 BorrowingPower.ower. The Association may borrow money in such amounts,at such rates,upon such terns and security,and for such periods of time as the Board deems necessary or appropriate. 4.15 Association's Rights in Spending Funds From Year to Year. The Association shall not be obligated to spend in any year all the sums received by it in such year,regardless of source,unless specifically provided to the contrary in this Declaration,and may carry forward as additional working capital or reserves any balances remaining.The Association shall not be obligated to reduce the amount of the Maintenance Assessments in the succeeding year if a surplus exists from a prior year, and the Association may carry forward from year to year such surplus as the Board,in its discretion, may determine to be desirable for the greater financial security of the Association and the accomplishment of its purposes. 13 IIIIII illll(IIII IIIiI Ills(IIIIII II 2202931 II1II�IIIIIIIIII �M512:05P BMiI.Y vano.-c.11.tln co"T ntsc M.00 4.16 Special Use Fees. Subject to the provisions hereof including,the Board is authorized to impose,bill for,sue for,collect,administer and disburse Special Use Fees,and the payment thereof shall be secured by the Assessment Lien. In establishing or adjusting the amounts of Special Use Fees from time to time,the Board,in its absolute discretion,may establish reasonable classifications as among Owners,Occupants and other Persons. V. MEMBERSHIPS AND VOTING 5.1 Transfer of Membership. The rights and obligations of a Member shall not be assigned, transferred,pledged, conveyed or alienated in any way except upon transfer of ownership to an Owner's Lot,and then only to the transferee of ownership to the Lot. A transfer of ownership to a Lot may be affected by deed, intestate succession, testamentary disposition, foreclosure of a Mortgage,or such other legal process as now in effect or as may hereafter be established under or pursuant to the laws of the State of Montana. Any attempt to make a prohibited transfer shall be void. Any transfer of ownership to a Lot shall operate to transfer the Membership appurtenant to the Lot to the new Owner(s)thereof. 5.2 Use of MembershiR.Designees. The Board may provide in its rules or Bylaws for the use of Designees and/or proxies by Members. 5.3 Memberships: Every Owner shall be a Member of the Association,and such membership shall be appurtenant to, and inseparable from, ownership of a Lot. There shall be only one membership per Lot. If a Lot is owned by more than one person,all co-Owners shall share the privileges of such membership,subject to reasonable Board regulation and the restrictions on voting set forth in Section 5.4 and in the Bylaws,and all such co-Owners shall be jointly and severally obligated to perform the responsibilities of Owners.The membership rights of an Owner that is not a natural person may be exercised by any officer,director,partner or trustee,or by the individual designated from time to time by the Owner in a written instrument provided to the Secretary of the Association. 5.4 Voting;The Association shall have two classes of membership,Class"A"and Class`B." (a) Class"A": Class"A"Members shall be all Owners except the Class`B"Member,if any. Class"A"Members shall have one equal vote for each Lot in which they hold the interest required for membership under Section 5.3;provided,there shall be only one vote per Lot and no vote shall be exercised for any property that is exempt from assessment under Section 6.13.All Class "A"votes shall be cast as provided in Section 5.6(below). (b) Class "B": The sole Class "B" Member shall be the Declarant. The Class `B" Member may appoint a majority of the members of the Board during the Class"B"Control Period, as specified in the Bylaws.The Class"B"membership shall terminate as provided in the Bylaws. Upon termination of the Class"B"Membership at the Transition Date the Declarant shall become a Class"A"Member entitled to Class"A"votes for each Lot which it owns. 14 • III+ Iu' 2202936 II�IIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIII IIIIIIlil Page: 22 of 11 09/2312M 1200EP SMllay Vanes-Gallatin Ca Mr MISC 727,00 (c) Exercise of Voting Rights: Except as otherwise specified in this Declaration or in the Bylaws,the vote for each Lot owned by a Class"A"Member shall be exercised by the Voting Member representing the Subdivision of which the Lot is a part,as provided in Section 5.6.The Voting Member may cast all such votes as it,in its discretion,deems appropriate. (d) In any situation where a Member is entitled personally to exercise the vote for his or her Lot and there is more than one Owner of such Lot,the vote for such Lot shall be exercised as the co-Owners determine among themselves and advise the Secretary of the Association in writing.prior to the vote being taken. Absent such advice,the Lot's vote shall be suspended if more than one Person seeks to exercise it. 5.5 Subdivisions. West Winds is a planned community that will be comprised of multiple subdivisions. Every Lot shall be located within a Subdivision. The Lots within a particular Subdivision may be subject to additional covenants and the Owners may elect a Subdivision Committee, as described in the Bylaws, to represent the interests of Owners of lots in such Subdivisions. (a) Each Supplemental Declaration filed to subject additional property to this Declaration,shall identify the property described therein to a specific Subdivision(by name or other identifying designation),which Subdivision,as being within,may be then existing or newly created. So long as it has the right unilaterally to annex additional property pursuant to Article XVII,the Declarant may unilaterally amend this Declaration or any Supplemental Declaration from time to time to redesignate subdivision boundaries;provided,two or more existing subdivisions shall not be combined without the consent of Owners of a majority of the Lots in the affected subdivisions. (b) Limited Common Area: A Subdivision may contain Limited Common Area.Where the term Common Area is used in this Declaration,it shall include Limited Common Area,however, the Limited Common Area shall be for the benefit of the Owners of Lots served by the Limited Common Area and all costs associated with the maintenance of the Limited Common Area shall be Limited Common Area expenses assessed to the Owners of Lots benefited by the Limited Common Area. 5.6 Votina Members: Each Subdivision shall elect a Voting Member to cast all Class"A" Members' votes in the Subdivision on all Association matters requiring vote,except as otherwise specified in this Declaration or in the Bylaws. An alternate Voting Member shall be elected to cast such votes in the absence of the Voting Member.The Voting Member and alternate Voting Member shall each be elected to serve a two(2)year term. Elections shall be either by written ballot cast by mail,by electronic voting,or at a meeting of the Class"A"Members within such Subdivision,as the Board determines,provided,upon written petition signed by Class"A"Members holding at least ten percent(10%)of the votes within any Subdivision the election shall be held at a meeting of the Class "A"Members owning Lots in the Subdivision.The presence,in person or by proxy,of Class"A" 15 • IIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIlIIIII11111111lII 22093 Shelley V&r4"&ll&tln Cc MT 91SC 727.00 Members representing at least ten percent(20%)of the total Class"A"votes shall constitute a quorum at any Subdivision meeting. (a) The Board shall call for the first election of a Voting Member from a Subdivision not later than thirty(30)days after the time that Class"A"Members,other than Builders,own one hundred percent(100%)of the Lots within such Subdivision.Subsequent elections shall be held within thirty(30)days of the same date in each election year.Each Class"A"Member within the Subdivision shall be entitled to cast one vote per Lot owned.The candidate who receives the greatest second number of votes shall be elected as the alternate Voting Member.The Voting Member and the alternate Voting Member shall each serve terms of two(2)years and until their successors are elected. (b) Any Voting Member or alternate Voting Member may removed,with or without cause,upon the vote or written petition of Owners of a majority of the total number of Lots owned by Class "A" Members in the Subdivision the Voting Member or alternate Voting Member represents. (c) Until such time as the Board first calls for the election of a Voting Member for any Subdivision, the Owners within such Subdivision shall be entitled personally to cast the votes attributable to their respective Lots on any issue requiring a vote of the Voting Members under the Governing Documents. VI.ASSESSMENTS 6.1 Creation of Assessments. There are hereby created Assessments for Association expenses as the Board may specifically authorize from time to time. (a) There shall be three(3)types of assessments: (i) Maintenance Assessments to fund Common Expenses for the general benefit of all Lots within the West Winds PUD. (ii) Capital Improvement Assessment in Section 6.8;and (iii) Special Assessments as described in Section 6.9,6.10;and (iv) Reimbursement Assessments as described in Section 6.11. (b) Maintenance Assessments include Assessments to fund Common Expenses for the benefit of Lots within the applicable Subdivision. Each Owner,by accepting a deed or entering into a recorded Montana Real Estate Contract for any portion of the Properties,is deemed to covenant and agree to pay these assessments. 16 11111 Intl IIIIIII JR111111 II Jill 2202936 Shelley Vano►41allatin Cc MT MISC 727.00 6.2 Assessments as Lien on Lot. All assessments,together with interest(computed from the due date of such assessment at a rate of fifteen percent(15%)per annum or such higher rate as the Board may establish,subject to the limitations of Montana law);late charges in such amount as the Board may establish by resolution;costs;and reasonable attorneys'fees,shall be a charge and continuing lien upon each Lot against which the assessment is made until paid,as more particularly provided in Section 6.6.Each assessment,together with interest,late charges,costs,and reasonable attorney's fees;also shall be the personal obligation of the Owner from and after the time the assessment arises. Upon a transfer of title to a Lot,the grantee shall be jointly and severally liable for any assessments and other charges due at the time of conveyance. However,no first Mortgagee who obtains title to a Lot by exercising the remedies provided in its Mortgage shall be liable for unpaid assessments which accrued prior to the date of its acquisition of title. 6.3 Certificate of Assessment Status. The Association shall,upon request,furnish to any Owner liable for any type of assessment a certificate in writing signed by an Association officer or its authorized representative setting forth whether such assessment has been paid.Such certificate shall be conclusive evidence of payment. The Association may require the advance payment of a reasonable processing fee for the issuance of such certificate. 6.4 Pavment of Assessments. Assessments shall be paid in such manner and on such dates as the Board may establish.The Board may require advance payment of an assessment at closing of transfer of title to a Lot and impose special requirements for Owners with a history of delinquent payments.If the Board so elects,assessments may be paid in two(2)or more installments. Unless the Board otherwise provides,the Maintenance Assessment shall be due and payable in advance on the first day of each fiscal year. If any Owner is delinquent in paying any assessment or other charge levied on his/her Lot,the Board may require any unpaid installment of any and all outstanding assessments to be paid in full immediately. (a) No Owner may exempt himself from liability for assessments by non use of Common Area,abandonment of his Lot,or any other means. The obligation to pay assessments is a separate and independent covenant on the part of each Owner.No diminution or abatement of assessments or set off shall be claimed or allowed for any alleged failure of the Association or Board to take some action or perform some function required of it,or for inconvenience or discomfort arising from the making of repairs or improvements,or from any other action it takes. (b) The Association is specifically authorized to enter into contracts or contracts for"in kind' contribution of services, materials, or a combination of services and materials with the Declarant or other entities for payment of Common Expenses. 6.5 Declarant's Obligation for Assessments. During the Class"B"Control Period,Declarant may annually elect either to pay Maintenance Assessments on all of its unsold Lots or to pay the difference between the amount of assessments levied on all other Lots subject to assessments and the amount of actual expenditures by the Association during the fiscal year,which actual expenditures shall not include the reserve fund. Unless the Declarant otherwise notifies the Board in writing at 17 Ilt�lllll�l�lllll(IIIIIIII�III���II�III�! Paw 2202936 8hallay Vance-Gallatin Co MT 11I6C 727,27,e @0 least sixty(60)days before the beginning of each fiscal year,the Declarant shall be deemed to have elected to continue paying on the same basis as during the immediately preceding fiscal year. The Declarant's obligations may be satisfied in the form of cash or by"in kind"contributions ofservices or materials,or by a combination of these. After termination of the Class"B"Control Period,the Declarant shall pay assessments on the unsold Lots in the same manner as any other Owner. 6.6 Computation of Maintenance Assessment. At least sixty(60)days before the beginning of each fiscal year, the Board shall prepare a budget covering the estimated Common Expenses including Subdivision Common Expenses during the coming year,including a capital contribution to establish a reserve fund in accordance with a budget separately prepared as provided in Section 6.8. (a) Maintenance Assessments shall be levied equally against all Lots and shall be set at a level that is reasonably expected to produce total income for the Association equal to the total budgeted Common Expenses,including reserves. In determining the total funds to be generated through the levy of Maintenance Assessments, the Board, in its discretion,may consider other sources of funds available to the Association, including any surplus from prior years and any assessment income expected to be generated from any additional Lots reasonably anticipated to become subject to assessment during the fiscal year.Subdivision Assessments shall be levied equally against all Lots within the applicable Subdivision. (b) So long as the Declarant owns any land located within the Property, the Declarant may,but shall not be obligate to,bear a portion of the Maintenance Assessments for any fiscal year by payment of a subsidy(in addition to any amounts paid by Declarant under Section 6.5, which may be treated as either a contribution or an advance against future assessments due from the Declarant,or a loan,in the Declarant's discretion.Any such subsidy shall be conspicuously disclosed as a line item in the Common Expense budget and the treatment of such subsidy shall be made known to the membership.The payment of such subsidy in any year shall under no circumstances obligate the Declarant to continue payment of such subsidy in future years, unless otherwise provided in a written agreement between the Association and the Declarant. (c) The Board shall send a copy of the budget and notice of the amount of the Maintenance Assessments and Capital Improvement Assessments,if any,for the following year to each Owner at least thirty(30)days prior to the beginning of the fiscal year for which it is to be effective. If the Maintenance Assessments does not represent more than a twenty percent(20%) increase from the previous year,it shall become effective on the first day of the fiscal year unless disapproved at a meeting by Voting Members representing more than seventy-five percent(75%)of the total number of Voting Members and by the Class"B"Member,if such exists. There shall be no obligation to call a meeting for the purpose of considering the budget except on petition of the Voting Members as provided for special meetings in the Bylaws,which petition must be presented to the Board within ten(10)days after delivery of the notice of assessments. 18 IIIfIf��III IIII�IIIII I�II�IIIIIII IIIII�Il�Ilfl�I IIII 22029101 36 BMa11w Vu�o�Q�ll�tln Co M7 RISC 727.00 6.7 Failure to Timely Approve Budget. If the proposed budget is disapproved or the Board fails for any reason to determine the budget for any year,then until such time as a budget is determined the budget in effect for the immediately preceding year shall continue for the current year. 6.8 Reserve Budget and Capital Improvement Assessment. The Board shall annually prepare a reserve budget that takes into account the number and nature of replaceable assets within the Common Area,the expected life of each asset,and the expected repair or replacement cost. The Board shall set the required capital in an amount sufficient to permit meeting the projected needs of the Association, as shown on the budget, with respect to both amount and timing by annual Maintenance Assessments over the budget period. 6.9 Special Assessments by Association. In addition to other authorized assessments, the Association may levy Special Assessments from time to time to cover unbudgeted expenses or expenses in excess of those budgeted. Except as otherwise specifically provided in this Declaration, any Special Assessments shall require the affirmative vote or written consent of Voting Members representing more than fifty percent(50%)of the total votes allocated to Lots that will be subject to such Special Assessment,and the affirmative vote or written consent of the Class"B"Member,if such exists. Special Assessments shall be payable in such manner and at such times as determined by the Board,and may be payable in installments extending beyond the fiscal year in which the Special Assessment is approved. 6.10 Special Assessments by City. In addition to other authorized assessments,the city may levy assessments to cover a lighting district,park improvements,park maintenance,wastewater improvements and transportation improvements.Under such City created assessments current state statue shall be followed for the creation of said assessments.Payment of City created assessments shall be in conformance with City requirements. 6.11 Reimbursement Assessments. The Association shall have the power to levy Reimbursement Assessments against a particular Lot as follows: (a) to cover the costs,including overhead and administrative costs,of providing benefits, items,or services to the Lot or occupant thereof upon request of the Owner pursuant to a menu of special services that the Board may from time to time authorize to be offered to Owners and occupants(that might include,without limitation,landscape maintenance and pest control),which assessments may be levied in advance of the provision of the requested benefit,item or service as a deposit against charges to be incurred by the Owner,and (b) to cover costs incurred in bringing the Lot or Limited Common Area into compliance with the terms of the Governing Documents,or costs incurred as a consequence of the conduct of the Owner or occupants of the Lot,their agents,contractors,employees,licensees,invitees,or guests; provided,the Board shall give the Lot Owner prior written notice and an opportunity for a hearing,in accordance with Section 3.23 of the Bylaws and Article=herein before levying any Specific Assessments under this Article VI. 19 • I` I 2202936 11111111111111fIfIfIII111111Nlllllll I III�IIIIIII 0Pan: 27 9 23/2N8r 1 101 2:eV ifMll�v Vano�-0�l14"M Co MT MISC 727.00 6.12 Lien for Assessments. The Association shall have a lien against each Lot to secure payment of delinquent assessments,as well as interest subject to the limitations of Montana law,late charges and costs of collection(including attorneys'fees). (a) Such lien shall be superior to all other liens,except: (i) the liens of all taxes,bonds,assessments,and other levies that by law would be superior;and (ii) the lien or charge of any first mortgage of record at the time such lien attaches (meaning any recorded mortgage with fast priority over other mortgages)made in good faith and for value. Such lien,when delinquent,may be enforced by judicial foreclosure. (b) The Association may bid for the Lot at foreclosure and acquire,hold,lease,mortgage, and convey the Lot.While a Lot is owned by the Association following foreclosure: (i) no right to vote shall be exercised on its behalf,and (ii) no assessment shall be levied on it.The Association may sue the Owner(s)for unpaid assessments and other charges authorized hereunder without foreclosing or waiving the lien securing the same. (c) The sale or transfer of any Lot shall not affect the assessment lien or relieve such Lot from the lien for any prior or subsequent assessments except pursuant to foreclosure of a first mortgage.A Mortgagee or other purchaser of a Lot who is unrelated to the Owner of the Lot being foreclosed who obtains title pursuant to foreclosure of the mortgage shall not be personally liable for assessments on such Lot due prior to such acquisition of title. Such unpaid assessments shall be deemed to be Common Expenses collectible from Owners of all Lots subject to assessments under Section 6.2,including such acquirer,its successors and assigns. 6.13 Commencement of Assessments. (a) The obligation to pay assessments shall commence as to each Lot on the first day of the month after all the following have occurred: (i) the Lot has been made subject to this Declaration; (ii) the Board has first determined a budget and levied assessments pursuant to this Article;and (iii) a certificate of occupancy has been issued for the residence constructed upon the Lot. 20 • 2202936 I IN Hill 11111111 loll 111111111111111 11111 0912312200Hof lei 12 88p walloy Vanes-Gallatin Co MT MISC TV.00 (b) The first annual Maintenance Assessment levied on each Lot shall be adjusted according to the number of months remaining in the fiscal year at the time assessments commence on the Lot. (c) If a certificate of occupancy is not issued within two(2)years after a Builder becomes the Owner of a Lot,the Builder shall begin paying the Assessment for such Lot commencing on the second anniversary of ownership of the Lot and continuing until a certificate of occupancy is issued for such Lot;provided,however,that any Builder that is the developer of its own Lots,and not a Builder that purchases developed Lots,shall not be subject to this Section 6.12(c). 6.14 Failure to Assess:Failure of the Board to fix assessments amounts or rates or to deliver or mail each Owner an assessment notice shall not be deemed a waiver,modification,or a release of any Owner form the obligation to pay assessments.In such event,each Owner shall continue to pay Maintenance Assessments or whatever other assessments as may be due on the same basis as during the last year for which an assessment was made if any until a new assessment is levied,at which time the Association may retroactively assess any shortfalls in collections. 6.15 Exempt Properties. Common Area, and any property dedicated to and accepted by any governmental authority or public utility,shall be exempt from payment or Maintenance Assessments and Special Assessments. 6.16 Capitalization of Association. "The Association shall require every owner (other than the. Declarant)upon purchase,to make a non-refundable working capital contribution to the Association in an amount equal to three(3)months of Maintenance Assessments."This amount shall be in addition to,not in lieu of,the annual Maintenance Assessments and shall not be considered an advance payment of such assessment.This amount shall be deposited into the purchase and sales escrow and disbursed therefrom to the Association for use in covering operating expenses and other expenses incurred by the Association pursuant to this Declaration and the Bylaws. 6.17 Certificate of Payment. Any Person acquiring an interest in any Lot shall be entitled to a certificate from the Board setting forth the amount of due but unpaid Assessments and Reimbursement Charges relating to the Lot,if any,and such a Person shall not be liable for,nor shall any lien attach to the Lot in excess of the amount set forth in the certificate,except for Assessments and Reimbursement Charges which occur or become due after the date thereof and any interest, costs,attorneys'fees and any late charges related to such Assessments and Reimbursement Charges. 6.18 Rules Regarding Billing and Collection Procedures. The Board shall have the right to adopt rules and regulations setting forth procedures for the purpose of malting the Assessments and Reimbursement Charges provided for herein,and for the billing and collection thereof,provided that the procedures are not inconsistent with the provisions hereof. Any failure of the Association to send a bill to an Owner shall not relieve an Owner of his liability for any Assessment or charge under this Declaration,but the Assessment Lien therefore shall not be foreclosed or otherwise enforced until the Owner has been given such notice prior to such foreclosure or enforcement as may be required by 21 III {Ilillllllllllllllllll Ilillllllllillllli 2202936 09232/2186P 6M11*Y Vames-Callatln Co MT MISC M.00 law or provided for in the Bylaws. Such a notice may be given at any time prior to or after delinquency of such payment. The Association shall be under no duty to refund any payments received by it even though the ownership of a Lot changes during an assessment period. Successor Owners of Lots shall be given credit for prepayments,on a prorated basis,made by prior Owners. 6.19 Enforcement of Lien. The Assessment Lien may be foreclosed by the Association in any manner provided or permitted for the foreclosure of mortgages or deeds of trust in the State of Montana. All of the provisions of this Article VI relating to the enforcement of Assessment Lien provided for herein shall apply with equal force in each other instance provided for in this Declaration or the Association Rules or Design Guidelines wherein it is stated that payment of a particular Assessment,charge or other sum shall be secured by Assessment Lien. Nothing herein shall be construed as requiring the Association to take any action hereunder in any particular instance,and the failure of the Association to take such action at any time shall not constitute a waiver of the right to take the same or similar action at a later time or in a different instance. 6.20 Pledge of Assessment Rights as Security. The Association shall have the power to pledge the right to exercise its assessment powers and rights provided for in this Declaration as security; provided,however,that any such pledge occurring after the Transition Date shall require(a)the prior affirmative vote or written assent of a majority of Voting Members(except Developer),and(b)the consent of Developer(so long as Developer owns any property subject to this Declaration). 6.21 Exemption of Unsold Lots or Parcels. Notwithstanding anything in this Article VI or in Article IX to the contrary,prior to the Transition Date,no Assessments or Reimbursement Charges shall be levied upon Developer,or payable with respect to any Lot owned by or leased to Developer or by any trustee for any of the aforesaid Persons, until the Lot has been conveyed to a retail purchaser. For all other Lots,Assessments shall commence,and Owners(and their Lots)shall be subject to Reimbursement Assessments,upon the date the Lot is conveyed to a retail purchaser or upon the first day of the month after such a conveyance,as the Board may elect,subject to the provisions of Section 6.12.hereof. 6.22 Other Charges and Costs Assessable. The Association may levy and assess charges,costs, and fees for matters such as,but not limited to,the following,in such reasonable amount(s)as the Board may determine in its discretion at any time and from time to time,including reimbursement of charges that are made to the Association by its managing agent or any other Person: copying of Association or other documents;return check fees;facsimiles;long distance telephone calls,notices and demand letters;transfer charges including but not limited to charges related to transfer of Lot ownership or to the leasing of a Lot and the dwelling located thereon;and other charges incurred by the Association for or on behalf of any Owner(s). All such charges, costs and fees shall be in addition to the Assessments levied by the Association,but shall be subject to all of the Association's rights with respect to the collection and enforcement of Assessments. 6.23 Notice of Annual Assessment. At least 30 days before the expiration of each calendar year, the Board will prepare and distribute to each Owner a proposed budget for the Association's 22 • IIIIIIIIIIIIIIIII IIIIII I 2202936 09 III�II�IIIIIIIII�I I�II1 30 of,z: 2 «P Shelley Vanes-Callatln Co MT MISC 727.00 operations during the next ensuing year.In computing the applicable percentage of the new annual assessment,any increase due to an increase in utility charges,which term includes charges for wet and dry utilities including but not limited to water,sewer,rubbish,gas,electricity,phone services, cable services,high speed data communication services,and satellite services,shall not be included, but shall be automatically passed on as part of the assessment. 6.24 Time and Manner of Payment;Late Charges and Interest. The Board may,in its discretion and without waiving the imposition of a late charge or interest in any other instance,waive the late charge and/or interest in any particular instance. A delinquent Owner shall also be liable for attorney's fees and other related costs incurred by the Association as a result of his delinquency,and if any suit,action or arbitration proceeding is brought to collect and/or foreclose the Assessment Lien for any such Assessment or charge,then there shall be added to the amount thereof costs of suit and reasonable attorney's fees to be fixed by the court and included in any judgment or award rendered thereon. VII.MAINTENANCE 7.1 Common Areas,Parks and Public Right of Way. The Association,or its duly delegated representative,shall maintain and otherwise manage all Common Areas,including,but not limited to, any landscaping, walkways, riding/walking paths, park facilities and storm water facilities; provided, however, the Association shall not be responsible for providing or maintaining the landscaping or structures on any Common Areas which are part of Lots unless(a)such landscaping or structures are available for use by all Owners and Occupants or are within easements intended for the general benefit of the Property,and(b)the Association assumes in writing the responsibility for such maintenance, or such responsibility is set forth in a Recorded instrument as hereinafter provided. The Home Owners Association shall be responsible for maintenance of Park,park fixtures, trails, etc., until such time that a Park Maintenance District, or similar form of funding, is established. The Home Owners Association shall be responsible for the control of noxious weeds per the Montana Noxious Weed Control Act (MCA 7-22-2101 through 7-22-2153) and the rules and regulations of the Gallatin county Weed control District. The Association is responsible for control of state and county declared noxious weeds in parks, open space, community areas, trails and roadways. The Home Owners Association shall be responsible for operation and maintenance of the street (public right-of-way) and park lighting system, light fixtures, etc., until such time that a lighting maintenance district,or similar form of funding is established. (a) The Board shall use a reasonable standard of care in providing for the repair, management and maintenance of Common Areas so that the Property will reflect a pride of ownership. In this connection the Association may,subject to any applicable provisions relating to Capital Improvement Assessments,in the discretion of the Board: (i) Construct,reconstruct,repair,replace or refinish any improvement or portion thereof upon Common Areas; 23 • 2202936 {illllllllll{NIII{II{IIIIIIINilllllllll IIIIIIII /23/ :a2M 12asp Shelley VuDO-04114tin Co MT misc rV.ea (ii) Replace injured and diseased trees and other vegetation in any Common Areas. (iii) Place and maintain upon any Common Area such signs as the Board and Committee may deem appropriate for the proper identification,use and regulation thereof;and (iv) Do all such other and further acts which the Board deems necessary or appropriate to preserve and protect the Common Areas,the street scapes,and the beauty thereof,in accordance with the general purposes specified in this Declaration. (b) The Board and the ACC shall be the sole judges as to the appropriate maintenance of all Common Areas and other properties maintained by the Association. Any cooperative action necessary or appropriate to the proper maintenance and upkeep of said properties shall be taken by the Board or by its duly delegated representative. (c) In the event any subdivision plat, deed restriction, or this Declaration or any Agreement permits or requires the Board to determine whether or not Owners of certain Lots or the Association will be responsible for maintenance of certain Common Areas,Private Streets or public right-of-way areas,the Board shall have exercise its sole discretion to determine whether or not it would be in the best interest of the Owners and Occupants of the Property for the Association or an individual Owner to be responsible for such maintenance, considering cost, uniformity of appearance,location and other factors deemed relevant by the Board. The Board may cause the Association to contract with others for the performance of the maintenance and other obligations of the Association under this Article VII and, in order to promote uniformity and harmony of appearance,the Board also may cause the Association to contract to provide maintenance services to Owners of Lots having such responsibilities in exchange for the payment of such fees as the Board and Owner may agree upon. 7.2 Assessment of Certain Costs of Maintenance and Repair of Common Areas and Public Areas. In the event that the need for maintenance,repair or replacement of Common Areas and other areas maintained by the Association is caused through the willful or negligent act of any Owner or Occupant or the family,guests,or invitees of either,the cost of such maintenance or repairs shall be a Reimbursement Assessment against the Owner and his Lot secured by Assessment Lien. Any charges or fees to be paid by the Owner of a Lot in connection with a contract entered into by the Association with an Owner for the performance of an Owner's maintenance responsibilities shall also be a Reimbursement Assessment and shall be secured by Reimbursement Assessment Lien. 7.3 Improper Maintenance and Use of Lots. In the event any portion of any Lot is so maintained as to present a public or private nuisance or an unreasonable condition(as determined by the Board and the ommittee)with respect to other Owners or Occupants,or as to detract from the appearance or quality of the surrounding Lots or other areas of the Property or the Project which are affected thereby or related thereto,or in the event any portion of a Lot is being used in a manner which 24 1111111 All 1111111109 202936 &rllw V�no�-Wllatln Cc MT MISC 727.00 violates this Declaration, or in the event the Owner of any Lot, or portion thereof is failing to perform any of its obligations under the Declaration,or applicable Design Guidelines,the Board may by resolution make a finding to such effect(with the concurrence of the Committee),specifying the particular condition or conditions which exist,and pursuant thereto give notice to the offending Owner that unless corrective action is taken within ten days,the Board may cause such action to be taken at the Owner's cost.If,at the expiration of the ten-day period of time,the requisite corrective action has not been taken,the Board shall be authorized and empowered to cause remedial action to be taken. The cost of any such remedial action shall become a Reimbursement Assessment against the offending Owner and the Owner's Lot and shall be secured by an Assessment Lien. Notwithstanding the foregoing,if the Board believes that immediate action is or may be necessary to avoid a risk of serious physical injury to persons or damage to property,the Board shall be entitled to take whatever action it may believe to be necessary to guard against or prevent such injuries or damage without being required to wait ten days after giving notice to the affected Owner. 7.4 Right of Entry_ Representatives and agents of the Association,including,but not limited to, property managers,security patrolmen,shall have the right to enter upon all Lots,and Common Areas when responding to alarms or when otherwise reasonably deemed necessary for the protection of persons or property,and neither the Association,nor any representative or agent thereof,shall have any liability to any person when acting in good faith in effecting such entry. 7.5 Noxious Weeds. The landowner shall be responsible for the control the state and county declared noxious weeds on his or her own lot. Both unimproved and improved lots shall be managed for noxious weeds. In the event a landowner does not control the noxious weeds,after 10 days notice from the Association,the Association may cause the weeds to be controlled. The cost of any such remedial action shall become a Reimbursement Assessment against the offending Owner and the Owner's Lot and shall be secured by an Assessment Lien. VIII.INSURANCE 8.1 Liability Insurance. From and after the date on which title to any Common Area vests in the Association, the Association will purchase and carry a general comprehensive public liability insurance policy for the benefit of the Association and its Members,covering occurrences on the Common Areas or the Common Maintenance Area(ifdesired bythe Board of Directors).The policy limits will be as determined by the Board of Directors. The Association will use its best efforts to see that such policy will contain, if available, cross-liability endorsements or other appropriate provisions for the benefit of Members,the Directors,and the management.company retained by the Association(if any),insuring each against liability to each other insured as well as third parties. Any proceeds of insurance policies owned by the Association will be received,held in a segregated account and distributed to the Association's general operating account,Members,Directors,the management company and other insureds,as their interests may be determined. 25 • I IIII��Illl�llll fll�Il�II I���III III�III�I IIII 2202936 Blrllw V�nO�-O�llatln CO M7 MISC 727.00 8.2 Required Coverages. The Association,acting through its Board or its duly authorized agent, shall obtain and continue in effect the following types of insurance,if reasonably available,or if not, the most nearly equivalent coverages as are reasonably available: (a) Blanket property insurance covering"all risks of direct physical loss"on a"special causes of loss form"basis(or comparable coverage by whatever name denominated)for all insurable improvements on the Common Area and within other portions of the Common Area to the extent that the Association has assumed responsibility in the event of a casualty,regardless of ownership. If such coverage is not generally available at reasonable cost, then "broad causes of loss form" (specified perils)coverage may be substituted. All Association property insurance policies shall have policy limits sufficient to cover the full replacement cost of the insured improvements under current building ordinances and codes; (b) Commercial general liability insurance on the Common Area,insuring the Association and its Members for damage or injury caused by the negligence of the Association or any of its Members,employees or agents while acting on its behalf. If generally available at reasonable cost, such coverage (including primary and any umbrella coverage) shall have a limit of at least $2,000,000.00 per occurrence and in the aggregate with respect to bodily injury,personal injury,and property damage. (c) With respect to any contractors working on the premises or any third parties holding events on the premises,all such individuals shall be required to carry sufficient similar commercial general liability insurance with minimum limits of$1,000,000.00 combined single limit per occurrence and$1,000,000.00 general aggregate limit. The commercial general liability policy shall also be endorsed to include Declarant,its subsidiaries and affiliates and their respective directors, officers,employees,and agents as additional insureds with respect to any claims,losses,expenses or other costs arising out of any Work performed for the Association. (d) Certificates of insurance evidencing the minimum coverage required herein by any parties described above(other than the Association)shall be filed with the Association at the time of execution of any Agreement for services or events conducted on the premises and shall be maintained in a current status throughout the term of any such Agreement. Such certificates of insurance shall require the insurer(s)to provide not less than thirty(30)days advance written notice to the Association in the event of any cancellation,non-renewal or material(greater than twenty-five percent(25%)reduction)change in the policy limits,terms or conditions.Such third parties shall maintain all of their insurance and at the requested levels described above for not less than five(5) years following the expiration or termination of any agreement with the Association. (e) Statutory workers'compensation and employer's liability insurance in the amount of the State of Montana's statutory limits to cover all employees engaged in the services. (f) Earthquake,wind and flood damage coverage,of and to the extent required by law and or appropriate for an Association based in Montana. 26 III II II (III II 1I1I2202936 II�IIfI1�IIIIIII�IIIIIIIIIII1IIliIIfl�llll{ {I1 Page: MUP Shelley Vanua-Gallatin Cc try RISC 727.00 (g) Automobile liability insurance for all owned, non-owned and hired vehicles with a minimum limit of$500,000.00 combined single limit per accident;and (h) Directors and officers liability coverage;and (i) Commercial crime insurance covering all persons,including persons serving without compensation,responsible for handling Association funds in an amount determined in the Board's business judgment but not less than an amount equal to one-quarter of the annual Maintenance Assessments on all Lots plus reserves on hand. 0) All of the coverage required herein shall be maintained with insurers rated B+or better in the most current edition of Best's Insurance Reports. (k) Insurance obtained for the Association is not meant to replace any individual's personal liability or property insurance in amounts not less than those stated below. The Board,in the exercise of its business judgment,may obtain such additional insurance coverage and higher limits. Premiums for insurance on the Common Area shall be Common Expenses. 8.3 Policy Requirements. All Association policies shall provide for a certificate of insurance to be furnished to the Association and,upon request,to each Member insured. Declarant reserves the right to self-insure,or provide insurance under Declarant's policy,provided that the cost to replace the insurance when such coverage terminates shall be disclosed to the Membership as a footnote to the Budget. (a) The policies may contain a reasonable deductible which shall not be subtracted from the face amount of the policy in determining whether the policy limits satisfy the requirements of this Article VIII.In the event of an insured loss,the deductible shall be treated as a common expense in the same manner as the premiums for the applicable insurance coverage.However,if the Board reasonably determines,after notice and an opportunity to be heard in accordance with the Bylaws, that the loss is the result of the negligence or willful misconduct of one or more Owners,their guests, invitees,or Tenants,then the Board may assess the full amount of such deductible against such Owner(s)and their Lots as a Benefited Assessment. (b) All insurance coverage obtained by the Board shall: (i) be written with a company authorized and licensed to do business in Montana; (ii) be written in the name of the Association as trustee for the benefited parties; 27 • (IIIIlI IIIII II���IIIII IIII�I�IIIII IIIII It�flll Ifll IIII 220229101 36 0lwll*y VNo"-Gallatin Co M7 MIOC 727.00 (iii) not be brought into contribution with insurance purchased by individual Owners,their mortgagees,or any occupants of a Lot; (iv) contain an inflation guard endorsement; (v) include an agreed amount endorsement,if the policy contains a co-insurance clause; (vi) provide that each Owner is an insured person under the policy with respect to liability arising out of such Owner's interest in the Common Area as a Member in the Association (provided,this provision shall not be construed as giving an Owner any interest in the Common Area other than that of a Member); (vii) Unless the Board waives this requirement,it must include an endorsement precluding cancellation,invalidation,suspension,or non-renewal by the insurer on account of any one or more individual Owners,or on account of any curable defect or violation without prior written demand to the Association to cure the defect or violation and allowance of a reasonable time to cure; and (viii) include an endorsement precluding cancellation,invalidation,or condition to recovery under the policy on account of any act or omission of any one or more individual Owners, unless such Owner is not acting within the scope of its authority on behalf of the Association. (c) In addition,the Board shall use reasonable efforts to secure insurance policies which list the Owners(as a class)as additional insureds and provide: (i) a waiver of subrogation as to any claims against the Association's Board,officers, employees,and its manager,the Owners and their Tenants,servants,agents,and guests; (ii) a waiver of the insurer's rights to repair and reconstruct instead of paying cash; (iii) an endorsement requiring at least 30 days'prior written notice to the Association of any cancellation,substantial modification,or non-renewal; (iv) a cross liability provision;and (v) a provision vesting in the Board or their authorized representative,which shall be Declarant so long as Declarant's policy provides Association coverage,exclusive authority to adjust losses; provided, no Mortgagee having an interest in such losses may be prohibited from participating in the settlement negotiations,if any,related to the loss. 8.4 Owners Insurance. By virtue of taking title to a Unit,each Owner covenants and agrees with all other Owners and with the Association to carry blanket"all-risk"property insurance on its Unit(s) 28 I IIIIII IIIII IIIII IIIII IIIII IIIIIII IIII II IIII IIII 220s 0101 02114Y Van060allatln Cc MT RISC 727.00 and structures thereon providing full replacement cost coverage less a reasonable deductible,unless either the Subdivision in which the Unit is located or the Association carries such insurance which they are not obligated to do. Each Owner further covenants and agrees that in the event of damage to or destruction of structures on or comprising his Unit, he shall proceed promptly to repair or to reconstruct in a manner consistent with the original construction or such other plans and specifications as are approved in accordance with Article H.Alternately,the Owner shall clear the Unit of all debris and ruins and maintain the Unit in a neat and attractive,landscaped condition consistent with the Property-wide standard. The Owner shall pay any costs which are not covered by insurance proceeds. 8.5 Subdivision Insurance. Additional recorded covenants applicable to any Subdivision may establish more stringent requirements regarding the standards for rebuilding or reconstructing structures on the Units within such Subdivision and the standards for clearing and maintaining the Units in the event the structures are not rebuilt or reconstructed. 8.6 Restoring Damaged Improvements. In the event of damage to or destruction of Common Area or other property which the Association is obligated to insure,the Board or its duly authorized agent shall file and adjust all insurance claims and obtain reliable and detailed estimates of the cost of repairing or restoring the property to substantially the condition in which it existed prior to the damage,allowing for changes or improvements necessitated by changes in applicable building codes. (a) Damaged improvements on the Common Area shall be repaired or reconstructed unless the Members representing at least 75% of the total Member votes in the Association and the Declarant,if any,decide within 60 days after the loss not to repair or reconstruct. If either the insurance proceeds or estimates of the loss,or both,are not available to the Association within such 60-day period,then the period shall be extended for up to 60 additional days until such funds or information are available. No mortgagees shall have the right to participate in the determination of whether the damage or destruction to the Common Area shall be repaired or reconstructed. (b) If a decision is made not to restore the damaged improvements,and no alternative improvements are authorized, the affected property shall be cleared of all debris and ruins and thereafter shall be maintained by the Association in a neat and attractive condition. (c) The Association shall retain any insurance proceeds remaining after paying the costs of repair or reconstruction,or after an agreed upon settlement,for the benefit of the Members,and place in a capital improvements account. This is a covenant for the benefit of mortgagees and may be enforced by the mortgagee of any affected Lot. (d) If insurance proceeds are insufficient to cover the costs of repair or reconstruction,the Board may,without a vote of the Members,levy Special Assessments to cover the shortfall against those Owners responsible for the applicable insurance coverage premiums. 29 �IIIII IN 11111111111111111111"111111111 2202936 Sheller Vanoo4allatln Co R7 Rr9C 727.00 IX.DAMAGE AND DESTRUCTION OF COMMON AREAS 9.1 Duty of Association. In the event of partial or total destruction of the Common Areas or landscaped right of ways,or any improvements thereon,the Association may restore and repair the same,subject and pursuant to this Article IX.The proceeds of any casualty insurance maintained by the Association may be used to the extent available for such purpose,subject to the prior rights of Mortgagees whose interests may be protected by the policies as determined in the sole discretion of the Association. 9.2 Vote of Members. If the amount available from the proceeds of any insurance policies for such restoration and repair,together with any uncommitted or unreserved capital of the Association, is less than the estimated cost of restoration and repair,the Common Areas or landscaped right of ways may be replaced or restored unless a majority of Voting Members,at a special meeting held for such purpose, disapprove of such replacement or restoration. If such Voting Members do not disapprove the proposed replacement or restoration, the Board may levy a Reimbursement Assessment against each Owner and his Lot(s),and cause the damaged or destroyed Common Areas or landscaped right of ways to be repaired or restored.If such Voting Members disapprove of the repair or restoration of the damaged or destroyed improvements on the Common Areas or landscaped right of ways as provided above,the Common Areas or landscaped right of way so damaged or destroyed shall be cleared and landscaped for Common Area or landscaped right of ways use or any other use determined by the Board,and the costs thereof shall be paid from insurance proceeds(to the extent available). 9.3 Excess Insurance Proceeds. In the event any excess insurance proceeds remain after any reconstruction by the Association pursuant to this Article IX,the Board,in its sole discretion,may retain such sums in the general funds of the Association or may distribute all or a portion of such excess to the Owners in the ratio that they would pay a Reimbursement Assessment hereunder, subject to the prior rights of Mortgagees whose interest may be protected by the insurance policies carried by the Association and subject to any restrictions under applicable law.The rights of an Owner or the Mortgagee of a Lot to any distribution shall be governed by the provisions of the Mortgage encumbering the Lot or Parcel. 9.4 Use of Reimbursement Assessments.All amounts collected as Reimbursement Assessments pursuant to Section 9.2 above shall only be used for the purposes set forth in this Article IX and shall be deposited by the Association in a separate bank account for such purposes.Such funds shall not be commingled with any other funds of the Association and shall be deemed a contribution to the capital account of the Association by the Owners.Any unpaid Reimbursement Assessment shall be secured by an Assessment Lien. X. EMINENT DOMAIN 10.1 Representation in Condemnation Proceedings. The Owners hereby appoint the Association through such Persons as the Board may delegate,to represent all of the Owners in connection with 30 • IIIIIIIIII�III�IIIIIIIIIIIIIIIIII(II�I �IIII�I� 220Zof 101 936 P BMll-y Vu.G.11atln Co RT RISC ?V.00 any threatened Taking.The Board shall act,in its sole discretion,with respect to any awards being made in connection with the Taking and shall be entitled to make a voluntary sale to the condemnor in lieu of engaging in a condemnation action. 10.2 Award for Common Areas. Any awards received by the Association on account of the Taking shall be paid to the Board. The Board may,in its sole discretion,retain any award in the general funds of the Association,expend the funds for restoration and repair of Common Areas or distribute all or any portion thereof to the Owners in the ratio they would pay a Reimbursement Assessment hereunder,or as their interests otherwise may appear.The rights of an Owner and the Mortgagee of his Lot as to any distribution shall be governed by the provisions of the Mortgage encumbering such Lot or Parcel. X1.ARCIHTECTURAL AND LANDSCAPE CONTROL 11.1 Apg_ointment of Architectural Control Committee("Committee"). The Association shall have a Committee consisting of no less than three nor more than seven individuals,as specified from time to time by resolution of the Board.Developer initially shall appoint the members of the Committee.Developer shall retain the right to appoint,augment,replace,or remove any and all members of the Committee from time to time until the Transition Date. Thereafter,members of the Committee shall be appointed by the Board.Individuals appointed to the Committee,other than those appointed by Developer,must satisfy such requirements as may be set forth in the Design Guidelines and not be delinquent in any assessments or have any uncured violations of this Declaration,the Design Guidelines,or any other governing documents.Developer voluntarily may(but shall not be required to)permit Members to appoint one or more members of the Committee at any time before the Transition Date. "Committee Members are not required to be members of the Association." 11.2 Design Guidelines. So long as not in conflict with this Declaration or any amendments hereto, the Committee shall establish reasonable procedural rules, regulations, restrictions, architectural standards and design guidelines(the"Design Guidelines"),which the Committee may, from time to time as approved by the Board,amend,repeal or augment and shall not be subject to any of the requirements for amendments stated in this Declaration as amended.Existing homes shall be deemed in compliance with the Design Guidelines. Any change in the Design Guidelines will be effective only if it is approved by Developer(so long as Developer owns any property subject to this Declaration). The Design Guidelines are incorporated herein and shall be deemed to be apart of this Declaration and shall be binding on all Owners,Members and other Persons as if expressly set forth herein;provided,however,that neither the provisions of this Article X11 nor the Design Guidelines shall apply to buildings and other structures or improvements constructed by Developer or its agents or employees,and such buildings and other structures may have an architectural style and present general aesthetics which are quite distinct from the architectural styles and aesthetics elsewhere in the Property or the Project. A copy of the current Design Guidelines shall at all times be a part of the Association's records.The Design Guidelines may include,among other things,those restrictions and limitations set forth below: 3I • (IIIIII IIII�IIIII(III1 IIIII IIIIIII II II 2202936 I IIII IIII 09/2312005 12:eW &rrrw vu,e..o.tWin co m Me 727.00 (a) Designation of a "Building Envelope" within a Lot, thereby establishing the maximum developable area of the Lot where terrain,size or other factors require such designation; (b) Procedures for assuring conformity of completed improvements to drawings and specifications approved by the Committee;provided,however,as to purchasers and encumbrancers in good faith and for value, unless notice of noncompletion or nonconformance identifying the violating Lot and specifying the reason for the notice,executed by the Committee,is Recorded with the County Recorder of Gallatin County,Montana,and given to the Owner of the Lot within one year following completion of the improvement,or unless legal proceedings shall have been instituted to enforce compliance or completion within said one-year period,the completed improvements shall be deemed to be in compliance with plans and specifications approved by the Committee and in compliance with the architectural standards of the Association and this Declaration,but only with respect to purchasers and encumbr3ncers in good faith and for value;and (c) Such other limitations and restrictions as the Committee in its reasonable discretion shall adopt,including,but not limited to,the regulation of all landscaping(including,but not limited to, absolute prohibition of certain types of landscaping, trees and plants), construction, reconstruction,exterior addition,change or alteration to or maintenance of any building,structure, wall or fence,including,but not limited to,the nature,kind,shape,height,materials,exterior color, surface texture,and location of any such improvement,exterior artwork and works of art visible from any other Lots or Common Areas,including,but not limited to,sculpture and statues. (d) Subjective determinations and/or criteria bearing on compatibility with architecture, style,design,and appearance generally,other residences,the terrain within the property or visible from it and such other matters as the committee may conclude,in good faith but in the exercise of the Committee's abundant discretion, are relevant or appropriate to a harmonious appearance and lifestyle within the Property and the project. 11.3 General Provisions Regarding Architectural Control. (a) The Committee may delegate its responsibilities for reviewing drawings and specifications,except final review and approval as may be required by the Design Guidelines,to one or more of its members or architectural consultants retained by the Committee. Upon any such delegation,the interim approval or disapproval of drawings and specifications by the member or consultants shall be equivalent to interim approval or disapproval by the entire Committee. (b) The address of the Committee shall be the address established for giving notice to the Association,unless otherwise specified in the Design Guidelines or by written notice to Owners.The Committee's address shall be the place for the submittal of drawings and specifications and the place where the current Design Guidelines shall be kept. 32 • 1 IIIIII IIIII IIIN Illli fllll IIIIIII 111 111111111112200 a M Wwllay Vane-Gallatin Co tR NISC 727.00 (c) The Design Guidelines shall not apply to,and nothing contained in this Article H shall be construed to prevent or impair in any way, any development, operation, construction or improvement by Developer or any other Person on property that is not made subject to this Declaration. (d) The establishment of the Committee and the procedures herein for architectural approval shall not be construed as changing any rights or restrictions upon Owners to maintain or repair their Lots as may otherwise be specified in this Declaration,the Bylaws or Association Rules. (e) The Committee,at the request of an Owner(including,but not limited to,Developer) may,but shall have no obligation to,(i)change the size,configuration or location of any Building Envelope on the Owner's Lot,or(ii)approve the changing of the natural grade of a Lot,or portions thereof,by cut,fill or similar procedures.The Committee may require that some portions of Building Envelopes on Lots adjoining any golf, tennis or similar other recreational facilities remain undeveloped except for such walls,landscaping,swimming pool and similar improvements as the Committee may permit. 11.4 Procedures for Approval. (a) Except for Improvements constructed by the Developer,no Improvements shall be constructed,erected,placed,planted,applied or installed upon any Lot unless complete plans and specifications therefore shall have been first submitted to and approved in writing by the ACC and the City of Bozeman. (b) The Committee or a designated representative may conduct a site visit with the Owner or his designated representative,prior to preparation of any plans or drawings. (c) Plot plans shall show the location on the Lot of any structures proposed to be constructed, placed, altered or maintained; driveways, sidewalks, decks, patios, floor plans, elevations and complete landscape plan;finished grades different from the existing grades on the Lot;proposed colors,including color schemes for roofs and all exteriors,indicating the materials for the same or such other features as required by the Committee.(Scale 1/8"=1'-0") (d) All plans shall be reviewed and approved by the ACC prior to submitting a site plan application or a building permit application to the City of Bozeman(whichever comes first).The plans shall include a stamp of approval from the ACC prior to City review. (e) Buildings proposed for construction with crawl spaces or basements shall include Engineer Certification regarding depth of ground water and soil conditions and proposed mitigation methods to be submitted with each Building Permit. (f) Two complete sets of the final plans and specifications for said work shall be submitted.(Scale 1/4"=1'-0") 33 • (III N1�1 I1�II�I�II Ifll)11��111 II�1� {lI{lI l{l 22 411 of 02936 15111011 I'll l�l l 09/2/23/2005 12:05P SNallay Vanua-Gallatin Cc IrT M15C 727.00 (g) No construction, structure, or improvement shall commence or shall be erected, altered, placed or maintained upon any Lot unless and until the final plans, elevations, and specifications therefore have received such written approval as herein provided. All construction, improvements,installations,remodeling,or alterations shall comply strictly with the approved plans and any terms and conditions imposed by the Committee in its written approval. Once approved,no construction,structure,or improvement may vary from the approved plan without further written approval of the Committee. Any person purchasing any portion of the Property subject to this Declaration acknowledges that the breach or violation of this covenant is likely to result in irreparable harm to the rights and interests of other owners in the subdivision and that the Developer, the Committee or the Association,on behalf of such owners,shall be entitled to injunctive relief, temporary or permanent,in order to prohibit such violation;provided,however,that this provision shall be in addition to any other remedies available hereunder or at law or equity. (h) 'The Committee is authorized to charge a reasonable administrative fee for the review of plans and specifications. Payment of the required charge shall be a part of and condition to,the submittal of the application,plans and specifications for committee approval. In addition the Committee may require that the applicant(s)reimburse the Committee for the actual expenses incurred by the Committee in the review and approval process. Such amounts,if any,shall be levied in addition to the assessments against the lot for which the request for approval is made,but subject to the Association's lien for assessments and subject to all other rights of the Association for the collection of such assessments.' If the building exceeds four(4)units the review fee will be adjusted accordingly. The Committee shall provide full approval,conditional approval,or disapproval of said plans and specifications in writing within thirty(30)days from the receipt thereof. All conditions of approval and variances shall be confirmed in writing. One set of said plans and specifications with the Committee's approval or disapproval endorsed thereon shall be returned to the Owner and the other copy thereof shall be retained by the Committee. Should the Committee fail either to approve or disapprove any plans or specifications submitted to it within said thirty(30)day period,failure to do so shall not be construed a waiver of the Committee's absolute authority to approve plans and specifications prior to construction,alteration,or placement of improvements and construction shall not commence until approval is obtained in writing. Approval of plans and specifications for all construction,installations,improvements,remodeling or alterations shall be valid only for a period of one year. Failure to commence and/or complete construction within one year following the date of approval shall require reapplication and resubmittal of plans,specifications,and fees to the Committee. (i) The Committee shall have the right to disapprove any plans,specifications or details submitted to it as aforesaid,in the event,such plans and specifications are not in accord with all the provisions of this Declaration. Considerations may include, but shall not be limited to, the following:if a proposed color is not a natural earth tone(brown)or other color approved in writing by the Committee;if the proposed structure is not in harmony with the general surroundings of such lot or the adjacent structure;if the Committee deems said plans and specifications to be contrary to the interest and the welfare and rights of all or any part of the area annexed into West Winds Homeowners' Association,Inc.. The decision of the Committee in any of these matters shall be 34 I IIII�IIIII IIIII IIIil lllll lllllli lll� lI III IIII 2202936 &rli.r wna.-Gallatin Go Fr ntsC M.0 final,and no building or improvement of any kind shall be constructed or placed upon any Lot in the Property Homeowners'Association,Inc.,without the prior written consent of the Committee. 0) In addition to the required approvals by the ACC as provided in this article, the construction, erection, addition, deletion, change or installation of any Improvements shall also require the applicant to obtain the approval of all governmental entities with jurisdiction thereover, and issuance of all required permits,licenses and approvals by all such entities. Without limiting the generality of the preceding sentence, issuance of building permits) by the City of Bozeman, Montana,as required,shall be a precondition to commencement of any construction or alteration of, addition to,or change in any Improvement.All work on any improvement once started must be continued on a continuous and diligent basis until completion,which shall not exceed 18 months with out approval from the committee. 11.5 No Waiver of Future Apgrovals: Approval of proposals, plans and specifications, or drawings for any work done or proposed,or in connection with any other matter requiring approval, shall not be deemed to constitute a waiver of the right to withhold approval as to similar proposals, plans and specifications, drawings, or other matters subsequently or additionally submitted for approval. 11.6 Variance. The Committee may authorize variances from compliance with any of its guidelines and procedures when circumstances such as unusual topography,natural obstructions, hardship,or aesthetic or environmental considerations require,but only in accordance with duly adopted rules and regulations. Such variances may be granted only when unique circumstances dictate,and no variance shall: (a) be effective unless in writing;or (b) preclude the Committee from denying a variance in other circumstances.For purposes of this Section,the inability to obtain approval of any governmental agency,the issuance of any permit, or the terms of any financing shall not be considered a hardship warranting a variance. 11.7 Limitation of Liability. Review and approval of any application pursuant to this Article is made on the basis of aesthetic considerations only, and the Committee shall not bear any responsibility for ensuring the structural integrity or soundness of approved construction or modifications,or for ensuring compliance with building codes and other governmental requirements. The Declarant,the Association,the Board,the Committee,nor any member of any of the foregoing shall not be held liable for any injury, damages, or loss arising out of the manner or quality of approved construction on or modifications to any Lot or any failure to approve any Improvement.In all matters,the Committee and its members shall be defended and indemnified by the Association as provided in Section 4.5. 11.8 Enforcement. Any structure or improvement placed or made in violation of this Article shall be deemed to be nonconforming.Upon written request from the Board or the Declarant,Owners 35 i IIII�IIIIII�IIII�III�I�IIIIIIIIIRIl�II��(��I�IItIIII� 2Z020461 936 ShO116V V&n*"allatln Ca MT MISC 727.00 shall,at their own expense and cost,remove such structure or improvement and restore the Lot to substantially the same condition as existed prior to the nonconforming work. Should an Owner fail to remove and restore as required,the Board or its designees shall have the right to enter the Lot, remove the violation,and restore the Lot to substantially the same condition as previously existed. All costs,together with the interest at the maximum rate then allowed by law and administration expenses,may be assessed against the benefited Lot and collected as a Reimbursement Assessment. (a) Unless otherwise specified in writing by the Committee granting approval, all approvals granted hereunder shall be deemed conditioned upon completion of all elements of the approved work and all work previously approved with respect to the same Lot,unless approval to modify any application has been obtained. In the event that any Person fails to commence and diligently pursue to completion all approved work,the Association shall be authorized,after notice to the Owner of the Lot an opportunity to be heard in accordance with the Bylaws and Article M herein,to enter upon the Lot and remove or complete any incomplete work and to assess all costs incurred against the Lot and the Owner thereof as a Reimbursement Assessment. (b) The Association shall have the authority and standing to pursue all legal and equitable remedies available to enforce the provisions of this Article and the decisions of the Committee. 11.9 Soils Condition. Declarant,the Association and/or the Committee make no warranty or representation concerning the soil and/or the characteristics or structural stability of the Properties. Each Owner shall assess the sufficiency of the load-bearing capacity of his or her Lot and the effect of possible soil subsidence upon the structures intended to be placed thereon that are, in part, dependent upon the condition of the underlying soils,footing,foundation and structural design and plans used for construction on the Lot.Declarant,the Association and/or the Committee shall not be liable should the footing,foundation or structural design or plan of the structures placed on the Properties prove insufficient to prevent structural distress or damage to the structures erected thereon by the Owners caused by soil subsidence,settlement,collapse or expansion.Each Owner agrees to cause construction upon his or her Lot to be in conformity with the recommendations contained within the soils report prepared for the Properties, available at the office of the Declarant, or recommendations of an independent soils report prepared by a consultant retained by the Owner. Buildings proposed for construction with crawl spaces or basements shall include Engineer Certification regarding depth of ground water and soil conditions and proposed mitigation methods to be submitted with each Building Permit. 11.10 Non-Liability for Approval of Drawings and Specifications. Drawings and specifications shall be approved by the Committee as to style,exterior design,appearance and location,and are not approved for engineering design or for compliance with zoning and building ordinances. By approving such drawings and specifications neither the Committee,the Association,the Board,the Developer, or any Member, officer or director thereof, assumes any liability or responsibility therefore, or for any defect in any structure constructed from such drawings and specifications. Neither the Committee, the Association, the Board, the Developer, or any Member, officer or 36 • I IIIIII IIIII�II�I IiIII IiII�I�I�III f� �Ilfll 111 ll�l 09 2022936 8h�llp V�no�-Oall�tIn Co MT MIBC 777.00 director thereof shall be liable to any Owner or other Person for any damage,loss or prejudice suffered or claimed on account of- (a) the approval or disapproval of or failure to approve any drawings and specifications, whether or not defective; (b) the construction or performance of any work,whether or not pursuant to approved drawings and specifications; (c) the development,or manner of development of any property within the Property; (d) the change in the size,configuration or location of any Building Envelope or the changing of the natural grade of any Lot;or (e) the execution and filing of an estoppel certificate pursuant to the Design Guidelines (whether or not the facts therein are correct)if the action,with the actual knowledge possessed by him,was taken in good faith. Approval of drawings and specifications by the Committee,or the approval of any change in the size, configuration or location of any Building Envelope,or a change in the natural grade of any Lot is not,and shall not be deemed to be,a representation or warranty that the drawings,specifications or changes comply with applicable governmental ordinances or regulations including,but not limited to,zoning ordinances and building codes. I LI I Inspection and Recording of Approval. Any member or authorized consultant of the Committee,or any authorized officer,director,employee or agent of the Association,may at any reasonable time enter,without being deemed guilty of trespass,upon any Lot,except the interior of any occupied Unit, after reasonable notice to the Owner, in order to inspect improvements constructed or being constructed on such Lot,or any changes in the grade thereof,to ascertain that such improvements or changes have been or are being built or changed in compliance with the Design Guidelines and this Declaration. The Committee shall cause such an inspection to be undertaken within 30 days of a request from any Owner as to his Lot. If such an inspection reveals that the improvements or changes located on such Lot have been completed in compliance with this Article XI and the Design Guidelines,the Committee shall provide the Owner a notice of approval in Recordable form which, when Recorded, shall be conclusive evidence of compliance with the provisions of this Article II and the Design Guidelines as to the improvements or changes described in the Recorded notice,but as to such improvements or changes only. 11.12 Reconstruction of Common Areas. Any reconstruction by the Association or Developer after destruction by casualty or otherwise of Common Areas, which is accomplished in substantial compliance with "as built"plans for the Common Areas, shall not require compliance with the procedural provisions of this Article II or the Design Guidelines. 37 • I IIIIII(III)(IIII IIIII(IIII IIIIIII II IIIIII III IIII 2Z02a lei 930G �Mllw ��ta�-Wll�tIn Ca FIT RISC 727.00 11.13 Emergencies. Notwithstanding the foregoing,in the event of an emergency or the sudden occurrence of unanticipated conditions which threaten the health,safety or physical well-being of Persons or property within the Property, the Board, the Committee and Developer shall have authority(without the prior approvals described above)to take whatever remedial action may be necessary anywhere in the Property to protect Persons and property until such time as applicable approval procedures provided for in this Article can reasonably be utilized. 11.14 Fines. The Committee may levy a fine in an amount determined by the Committee and approved by the Board against any Owner and any Lot subject to assessments hereunder for failure to obtain required approval from the Committee or for failure to comply with the requirements of such approvals or Article IV hereof and may require security deposits to assure compliance with Property restoration and other requirements. XII.ACC GUIDELINES 12.1 Residential Use. Lots within the Property are classified as Residential and may be used only for the construction and occupancy as stated in the Unified Development Ordinance under the R-3 and R-4 Zoning Designations and those permitted under the West Winds Planned Unit Development; related buildings and typical residential activities incidental thereto,such as the construction and use of a family swimming pool and any permitted tennis court and a permitted Business Use.All such property shall be used,improved,and devoted exclusively to those uses.Single Family lots may not be further subdivided or combined to build more than one dwelling. 12.2 Minimum Residence R9quirements. All single family dwellings shall have a minimum of one thousand three hundred fifty(1,350)square feet of floor space and all town-home duplex dwellings shall have a minimum of one thousand one hundred(1,100)square feet of floor space, together with at least a single-car attached or detached garage. The required square feet must be at daylight level or above grade and is excluding basements,garages,carports,porches,etc. The main portion of the single family dwellings shall be a minimum of thirty five feet(35')wide and the main portion of the town-home duplex dwelling's shall be a minimum of twenty five feet (25')wide.All multi-family lots will have a minimum and a maximum size as allowed or required pursuant to Sec. 18.16 of the Bozeman Unified Development Ordinance.Lots identified as RSL(Restricted Size Lots)shall comply to current city standards. It is the intention of this covenant to insure that all dwellings shall be of a quality workmanship and material substantially the same as,or better than,other dwellings in the West Winds area and conform to the Uniform Building Code(UBC). Applicable requirements of Gallatin County and the Montana Building Code shall also be met. The Architectural Control Committee must approve all plans. All building construction and landscaping must conform to both the final approved plans by the Committee. 12.3 Building Setbacks. All buildings shall have applicable required setback as set forth in Sec. 18.16.050 of the Bozeman Unified Development Ordinance. 38 2202936 I III IN III IIIII loll 1111111111111111111111 M 2312M5 z mOP Shelley Vano6-4&1latln Cc MT RIBC 727.00 (a) DwellinM. Each dwelling which shall be erected on any Lot shall be situated on such Lot in accordance with the building and setback lines shown on the Plat and or required by Law.In no event shall any dwelling be erected and located upon any such Lot in a manner which violates or encroaches upon the building and setback lines shown on the Plat, specified in a Supplemental Declaration, or required by Law, unless the Law allows for such variance and the Association approves such a variance. (b) Walls and Fences. All fences and walls shall be subject to the prior written approval of the Architectural Control Committee,and shall comply with all laws and applicable Supplemental Declaration. All fences and walls located anywhere on a Lot must comply with site distance requirements established by Subdivision or City of Bozeman ordinances or other applicable laws. No fence or wall shall be erected,placed,or altered on any Lot nearer to the street than the minimum building setback line unless the same be a retaining wall ofmasonry construction which does not rise above the finished elevation of the earth embankment retained,reinforced,or stabilized,except that this restriction shall not apply to fences or walls which have been approved by the Architectural Control Committee pursuant to this Declaration. 12.4 Building Height Limits. All buildings shall have maximum height as set forth in Sec. 18.16.060 of the Bozeman Unified Development Ordinance. 12.5 Roofs. Roofs are a major part of the over all design and therefore will be emphasized by the Architectural Control Committee.Early structures in the Gallatin Valley responded to severe climate with traditional roof forms that dealt with the sometimes heavy snow loads.It is the intention of these guidelines to require traditional gable,hip,and shed roof designs used in creative and aesthetically pleasing combinations.Secondary roof forms are highly recommended for West Winds. (a) Pitches. The minimum roof pitch shall be 6:12 for the major components of any roof.Minor components and secondary roofs structures,such as shed roofs and dormer roofs may have pitches as low as 4:12.No component of any roof shall have a pitch less than 4:12. Although,under certain special circumstances the roof design may incorporate as a minor component of the overall roof design a flat roof. (b) Secondary Roof Structures. Dormers,skylights,chimneys,and solar collectors are considered secondary roof structures.Dormers and most other secondary roof structures are encouraged,both to add interest and scale to major roof areas and to make habitable use of space within the roofs.Dormers and other secondary roofs may have gable,hip,or shed forms and may be stacked in multiple forms. When designing the location of skylights,consideration should be given to both the interior and the exterior appearance of the unit.Locations should also be coordinated with window and door locations.Skylights shall be located away from valleys,ridges and other 39 • (IIIIIIIIIIIIIIII�IIII II�IIIIIIII)III�IImiifllI�IIIII 09�®=93� SAellw Vance-"Hatin ce nr RISC 727.00 areas where drifting snow and snow ice may hinder the performance and safety of the unit. Solar collectors can be unsightly,and therefore,shall be integrated into the overall roof design,and shall be placed parallel with the slope of the roof or wall of the building. (c) Eaves,Soffits,and Fascias. All major roof components shall have a minimum horizontal eave projection of 12 inches measured from the wall.Minor roof structures may have a reduced eave projection as necessary to maintain proper proportion or for a specific architectural effect demonstrated to the Committee.Eaves may have a horizontal or angled return to the wall.Soffits shall be required to cover all rafter tails a rough framing material except where flaming members are finished and protected from exposure.All roof edges shall have a minimum fascia of 6 inches in height. 12.6 Terraces. Eaves, and Detached Garages. For the purpose of determining compliance or noncompliance with the foregoing building line requirements,side yard set backs shall be measured from the outside edge of the wall of dwellings and structures. Otherwise,terraces,.stoops,eaves, wing walls,and steps extending beyond the outside wall of a Structure shall not be detached garage or accessory outbuilding which has been approved, in writing, by the Architectural Control Committee;provided all such detached Structures must not encroach upon any side or rear setback line or upon the Lot of an adjacent Owner or upon any easement as set forth herein. 12.7 Roofing Materials. Roofing materials enhance the building and need to be compatible with residential neighborhoods.Fiberglass or asphalt composite shingles in an"architectural'grade are acceptable with approval from the Committee.Other materials may also be considered,but must have written approval from the Committee. 12.8 Gutters.Down Spouts and Flashing. Gutters and down spouts are allowed but they must be of a color and finish that blends with the finish colors of the structure. Unpainted gutters,down spouts and flashing will not be allowed.Flashing materials shall be of copper or painted or anodized sheet metal. 12.91 Roof Mounted Machinery. All roof mounted machinery,mechanical equipment,vent pipes, duct work,exhaust fans and other protrusions must be painted to match the finish color of the house, the house trim or the roof covering material so that it blends in and is compatible with the parent structure. 12.10 Perimeter Walls. Perimeter walls which have been constructed by the Developer to the Master Planned Property design standard,may not be raised,lowered or otherwise modified in any way.If any of these walls are damaged,the owner shall be required to reconstruct them within 15 business days to the same original height and using the same colors,patterns,textures and materials as the original. 40 • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 2202Of 101 936 BMII�V Varro�-Oall�tln Cc MT RISC 727.00 12.11 Exterior Walls. The exterior walls are one of the most important aesthetic elements in the building design and will reflect the image of the entire subdivision.Elements of specific concern are scale, proportion, texture, and color. The scale and proportion of the exterior walls must have inherent interest and diversity,and harmonize with the high quality nature of the subdivision. (a) Material. The materials that are acceptable to provide the desired texture are real stone and brick,or veneers that appropriately replicate the same,wood siding which is painted or stained,and stucco.Masonite lap siding,vinyl siding,and aluminum siding are acceptable provided it is of high quality and simulates wood materials faithfully. All products used are intended to maintain the aesthetic character of the subdivision and will be reviewed and approved on a case by case basis. (b) Colors. The colors used shall be earth tones and should harmonize and compliment the surrounding site and neighboring buildings.Off whites,shade of grey,as well as pale blue and green are considered acceptable.Trim may be more colorful and contrasting in order to add visual interest.Garage doors shall be the same color as the main body of the home. (c) Concr . Exposed concrete shall be limited to a maximum of 8 inches from the bottom of the siding to the finish grade.Exposures of more than 8 inches shall be covered by shrubs, masonry veneer,texture concrete surfaces such as exposed aggregate or synthetic stucco. (d) Chimneys. Chimneys,other than those used to ventilate heating systems exhausts, may exit the building on an exterior wall or within the same structure.When part of an exterior wall they may be used as an accent form to break up the mass of the wall.They shall be of a material that compliments other exterior finishes.Acceptable materials include brick,natural stone,stucco,or wood framing when the finished wood material is the same as the siding. (e) Windows and Doors. Widows are an important architectural element and therefore significant numbers are highly encouraged.Low"E"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 acceptable to the Committee. The patterns,sizing,symmetry(or asymmetry)of windows and doors determines the scale and feel of a home.The Committee will require that the following aspects be carefully addressed in the window and door design: 1) Consistency of types and shapes. 2) Special shapes for"future"windows in appropriate areas. 3) Window patterns consistent with design of the structure. 12.12 Decks.Balconies and Porches. Decks,balconies and porches shall be designed to enhance the overall architecture of the building by creating variety and detail on exterior elevations.Combination of covered decks,projecting balconies and bay windows shall be 41 • IIIIII IIIII IIIh IIIIIIIII)IIIIHIIIIIINIIIIIII �2 49 of lei 0Z936 BMllay Vanoa-Oallatln Cc MT MISC 727.00 encouraged.Incorporating a covered entry porch shall architecturally enhance the main entrance to the living structure and is therefore required for all single family and town-home duplex structures.All other multi-family dwellings shall conform to the over all design and theme as set by the rest of the subdivision.Recognizing that a covered porch is not always attainable with multi family dwellings,covered porches may not be required;non the less each will be reviewed on case by case basis with a certain continuity in mind as it relates to the entire subdivision and is up to the sole discretion of the committee. Low level decks shall be skirted to grade.Decks which are on the second story(that are not cantilevered)and high off the ground shall either be sided down to a continuous grade beam and sided with the same siding as the main body of the structure,or they shall be required to have additional mass and size in the vertical support posts and a soffit treatment to the under side of the deck which is approved by the Committee.Treated Douglas Fir,except in certain structural members,is not an appropriate decking material. 12.13 Games: Garages are not to be the predominate feature on the front elevation of a dwelling.Architectural creativity in roof design and height as well as the garage being recessed from the remaining front elevation is encouraged. 12.14 Sidewalks. Sidewalks,constructed to City standards,shall be installed at the time dwelling units are constructed.Upon the third anniversary(3 years)of the final plat recordation, any lot owners who have not constructed their sidewalks shall be required to install sidewalks on their lots,regardless of whether a dwelling is constructed on the lot or not.There may be an exception to this requirement for the large multi-family parcels,with specific regard to the Senior Living Campus. To"create ownership of the boulevard"all multi-family parcels are to demonstrate a pattern of connectivity for pedestrian traffic between structures to all arterial and collector streets, specifically Oak St.,27a'Street,Davis Lane,and Baxter. 12.15 Fen cin . Backyards and side yards may be fenced with wood or materials that look like wood or certain types of vinyl.The front yard toward the public road shall not be fenced.No chain link or wire fences shall be allowed.Fences shall be maintained in good condition at all times.Fences cannot be higher than six feet.If sight distance becomes an issue as sated in Sec. 13.15 of this declaration or any condition as set by the City of Bozeman allowable fence height may be reduced. All fencing designs and layouts need to be approved by the Committee. For all multi-family lots(excepting town-home duplex lots)boundary fences between or around units shall be prohibited,although the owners or builders may erect privacy screening around their individual patios,which shall encompass the patio;provided,however,that in the event the owners or builders extend the patios beyond the area provided by the developer,neither the patio nor the privacy screening shall be any further than twelve feet(12')out from the building and no further than twelve feet(12')in width.Any privacy fence so erected shall not be 42 IIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIflIIIIIIIII P20�9ial 36 6hM114r v.no•-Q&u.ttn Co!rr ntBC 77 W taller than four feet(4').For those owners or builders that own units with a condominium association and are desirous of privacy screening or a change in the size of the privacy screening originally provided,all such screening must be in uniformity to all other units with in the condominium association and must have full approval and review of the condominium association. All lots adjacent to Oak St.,27's Street,Davis Lane,and Baxter,and are considered double frontage lots,regardless of the housing type shall conform to the requirement as set forth in this paragraph. The design and installation shall be per Exhibit A of Appendix I. An amendment as it relates to the distance from the building may be requested for any single family or town-home that falls under this requirement.Any change or alteration after preliminary site plan approval to any patio or porch will need the approval from both the Committee as well as the City of Bozeman. 12.16 Building Orientation. The City of Bozeman does not allow individual drive accesses on Oak St.,27'"Street,Fowler Lane,and Baxter therefore the rear facades of the dwellings will be oriented towards the street.In an attempt to"create ownership of the boulevard,"all fences shall be constructed incompliance with sub section 12.15 and the rear facades of the dwellings will incorporate small porches,patios,or breaks in the roofline in an attempt to give an inviting appearance with characteristics similar to a front elevation. 12.17 Kennels. In general kennels are discouraged.Kennels shall have a maximum size not exceed 150 square feet.Kennels,dog runs or tethered animals must be placed in lots allowable for rear yard fencing only.Kennels cannot be any higher than the height of the rear yard fencing that contains them.In all other areas or lots,kennels,dog runs or tethered animals are not allowed. 12.18 Landscapine. Landscaping will be required to enhance the value of the property and the aesthetics of the site.Landscape,grading and irrigation plans shall be submitted and approved by the Committee concurrently with the building plans and conform to section 18.48 of the BMC.As a part of the landscape plan,sod(Not Seed)is required for all lawn areas visible from the street.All areas visible from the street where lawn,shrubs,trees or any vegetation is planted shall be required to have permanent underground irrigation installed.Suggested deciduous trees are Aspen,European Green Birch,Rocky Mountain and Big Tooth Maple,and other recommended by the City of Bozeman Zone Code. Suggested evergreen trees are Colorado Spruce, Lodge Pole Pine, Engle Man and White Spruce,Sub Alpine Fir,and Scotch Pine. 12.19 Storm Water Detention/Retention. Storm water detention or retention facilities shall be required for all subdivisions and site plans in compliance with current City of Bozeman and Montana Department of Environmental Quality regulations. Storm water management plans shall be submitted to and approved by the Committee concurrently with City review of subdivision and site plans.Storm water facilities shall be designed and installed in conformance with the approved Storm water Investigation Report prepared by HKM Engineering, Inc. and approved by the City of Bozeman through the Master West Winds PUD review process.All storm water ponds shall have an 43 �lllll{I�IIIIIIIII�II�If1IIIII�IIf IIIII�I fl�lll��f II�� 2202936 organic shape and be designed per Exhibit B of Appendix I. 12.20 Street Li lghting. Street Lights shall be required for all subdivisions and site plans in compliance with current City of Bozeman regulations. Street Light plans shall be submitted to and approved by the Committee concurrently with City review of subdivision and site plans. Streetlights within publicly dedicated street right-of-ways(R/W)shall be constructed and maintained through the City of Bozeman Special Lighting Improvement District(SLID)process. All streetlights within the public R/W shall be installed per current City of Bozeman regulations and the details provided within Exhibit C of Appendix 1. Street lighting within private site plan developments shall be privately funded and maintained by the specific site plan project. Multi-family or senior developments may fund the maintenance and operation of the on-site street and parking lighting system through a site-specific homeowners association. Street Light plans including location,pole type and luminary model shall be submitted to and approved by the Committee prior to City review of site plans. These standards may differ for any Unit of the Property as stated in the Supplemental Declaration making such Unit subject to this Declaration. XIII.USES AND RESTRICTIONS The following covenants,conditions,restrictions and reservations of easements and rights shall apply to all Lots and Common Areas,the Owners thereof,and all occupants. 13.1 Sims,Flags,Flagpoles and Statues. No sign or emblem of any kind may be kept or placed upon any Lot or mounted,painted or attached to any Unit,fence or other improvement upon such Lot so as to be visible from public view or mounted on any vehicle or trailer parked or driven in the Property or the subdivision or carried by any person or by any other means displayed within the Property or the subdivision except the following of which shall be in conformance with the PUD Sign Plan and the City of Bozeman Sign Code: (a) For Sale or For Rent Signs. An Owner may erect one sign not exceeding 2 feet by 3 feet in area,fastened only to a stake in the ground and extending not more than 3 feet above the surface of the ground advertising the property for sale. (b) Declarant's Sims. Signs or billboards may be erected by the Declarant. (c) Political Signs. Political signs may be erected upon a Lot by the Owner of such Lot advocating the election of one or more political candidates or the sponsorship of a political party, issue or proposal provided that such signs will not be erected more than 90 days in advance of the election to which they pertain and are removed within 15 days after the election. 44 l II�II4III(I II�II Iflll I�III I�IIII!II�II III II I II 2202936 Shallar Vanoa-Gallatin Co MT MISC 727.00 (d) School and Business Logos. Emblems or bumper stickers advertising a resident's school or business mounted upon vehicles parked or driven in the subdivision. Declarant or its agents will have the right to remove any sign,billboard or other advertising structure that does not comply with the foregoing requirements;and in so doing,will not be subject to any liability in connection with such removal. (e) Such signs as may be required by legal proceedings, or prohibition of which is precluded by law (f) Such signs as may be required for traffic control and regulation of Common Areas (g) As may be approved by Declarant,street and directional signs Security monitoring signs—one per lot,Security monitoring window emblems—maximum of one per window. (i) Flags and Flagpoles. Within the front yard area,but set back at least 15 feet from the front property line,homeowners may display a standard sized American Flag from a wall mounted standard or from a residentially scaled flag pole,not to exceed 18 feet in height.Proper flag etiquette must be observed(flag not torn or faded,right side up,lighted at night etc.) Except as used by the Declarant,no advertising flagpoles,standards,flags,banners,balloons,billboards,flashing lights or lighted panel signs are allowed to be placed anywhere within the Subdivision or in the public right- of-ways or landscape areas immediately adjacent to the Subdivision. 0) Statues. Statues,lawn ornaments and yard decorations of any size or type must be placed so as not to be Visible from Neighboring Property. However,this restriction shall not apply to the display of exterior holiday decorations. 13.2 Antennae. Except as may otherwise be permitted by the ACC,subject to any provisions of any guidelines or standards adopted by the ACC,no exterior radio antenna,television antennae,or other antennae,satellite dish,or audio or visual reception device of any type shall be placed,erected, or maintained on any Lot except inside a Unit concealed from view;provided,however,that any such devices may be erected or installed by the Declarant during its sales or construction upon the Lots;and provided further,however,that the requirements of this subsection shall not apply to those "antennae" (including certain satellite dishes) which are specifically covered by the Telecommunications Act of 1996 and/or applicable regulations,as amended from time to time. As to "antennae" (including certain satellite dishes) which are specifically covered by the Telecommunications Act of 1996 and/or applicable regulations,as amended,the Association shall be empowered to adopt rules and regulations governing the types of"antennae"(including certain satellite dishes) that are permissible hereunder and, to the extent permitted by the Telecommunications Act of 1996 and/or applicable regulations,as amended,establishing reasonable, nondiscriminatory restrictions or requirements relating to appearance, safety, location and maintenance.Notwithstanding the above,a satellite dish antennae eighteen inches(18")in diameter or smaller may be installed(a)on the rear of the dwelling of a Lot or on the enclosed garage located 45 IIIIIIIIIIIIIIhIIIIIIIBIiIIIIIOII�IIIIIIIIIII 220�936 BMII*V Vanoa.0allatln Co Mr MIBc 727.00 on a Lot,and(b)at an elevation no higher than thirty-six inches(36')above the eaves of the roof. The satellite dish antennae should be in the least conspicuous location on the roof when viewed from the street in front of the dwelling from where an acceptable quality signal can be received,or in the rear yard of the Lot with landscape screening and with approval of the Architectural Control Committee. 13.3 Gas Containers. Propane and butane and other compressed or liquid gas containers larger than 20 pound capacity are prohibited,unless approved in writing by the ACC. 13.4 Clothes Hanging`Devices. No clothes hanging devices exterior to a dwelling are to be constructed on the Lot except those of a temporary nature that are screened from view from the front of the Lot. 13.5 Basketball Backboards. 'Only permanent basketball backboards are permitted. Written approval from the Architectural Control Committee is required prior to installation." 13.6 Machinery and Equipment. No machinery or equipment of any kind shall be placed,operated or maintained upon or adjacent to any Lot except(a)such machinery or equipment as is usual and customary in connection with the use, maintenance or construction (during the period of construction) of a building, appurtenant structures, or other improvements; or (b) that which Developer or the Association may require for the operation and maintenance of the Property. 13.7 Approvals. Walls,fences,porches and patios must be pre approved by the ACC. 13.8 Party Fences and Party Walls. For purposes of this Declaration,Party Walls and Party Fences shall mean those walls and fences which are generally characterized by one of the following: (a) any wall or fence which lies over the line dividing one piece of real property from another piece of real property owned by a different Person,with some portion of the wall or fence falling on each side of the dividing line; (b) any wall or fence which lies immediately adjacent to and abutting(but not over)such a dividing line so that the edge of the wall or fence closest to the dividing line falls at or forms the dividing line;or (c) any wall or fence which forms part of one continuous structure running across more than one Lot without a physical break or separation occurring at property lines. (d) Except as hereinafter provided,the rights and duties of Owners with respect to Party Walls and Party Fences between Lots shall be as follows: (i) The Owners of contiguous Lots who have a Party Wall or Party Fence shall both equally have the right to use such wall or fence,provided that such use by one Owner does not interfere with the use and enjoyment of the wall or fence by the other Owner. 46 0I I) f 1111111 uIli2202936 I liltIM, 11111111 091223122000®t2 mea Shelley Vane-0 I lath Cc MT MIBC 727.00 (ii) In the event that any Party Wall or Party Fence is damaged or destroyed through the act of an Owner or any Occupants,agents,guests or invitees of the Owner,or members of the Owner's family(whether or not such act is negligent or otherwise culpable),it shall be the obligation of such Owner to rebuild and repair the Party Wall or Party Fence without cost to the Owner of the adjoining Lot. Any dispute over an Owner's liability for such damage shall be resolved as provided in paragraph(v)below,but any liability imposed on an Owner hereunder shall not prevent the Owner from seeking indemnity therefore from the Persons causing such damage. (iii) In the event any Party Wall or PartyFence is destroyed or damaged(including deterioration from ordinary wear and tear and lapse of time),other than by the act of an adjoining Owner,or any Occupants,agents,guests or invitees of the Owner or members of the Owner's family, it shall be the obligation of all Owners whose Lots adjoin the Party Wall or Party Fence to rebuild and repair it at their j oint expense,with the expense being allocated among the Owners in accordance with the frontage of their Lots on the Party Wall or Party Fence. (iv) Notwithstanding anything to the contraryherein,there shall be no impairment of the structural integrity of any Party Wall or Party Fence without the prior consent of all Owners of any interest therein,whether by way of easement,fee or otherwise. (v) Subject to the Developer's exemption in Section 15.7,any dispute between Owners with respect to the construction,repair or rebuilding of a Party Wall or Party Fence,or with respect to the sharing of the cost thereof,shall be submitted to the Board,the decision of which shall be binding. Anything in the foregoing to the contrary notwithstanding: (vi) In the case of Party Walls and Party Fences between Common Areas and Lots, or constructed by Developer or the Association on Common Areas within a Lot,the Association shall be responsible for all maintenance thereof,subject to the provisions of Sections 13.8,except that each Owner of a Lot shall be responsible for patching,painting or otherwise maintaining the portion of any Party Fence or Party Wall facing his Lot or the portion thereof which is not a portion, of the Common Area. 13.9 Retaining Walls and Side Yard Walls and Fences. Retaining walls and side yard walls and fences shall not be removed. Any retaining wall or property line wall constructed on side lot lines adjacent to another Lot must have the prior written approval of the adjacent Lot Owner and submitted to the Committee for approval with initial submittal for approval of the house plans in terms of the following: (a) Profile of the wall or fence including height and length dimensions. 47 IIIIIIIIIIIIIIII 220Z936 • Illlllllllllllllllllilllllfllllll Ghallar Vanes-Gallatin Ca MT MISC 727.00 02,2312M12:up (b) Bid estimates for the wall and how costs will be shared between Lot Owners(usually 50/50). (c) It is understood that if Declarant or a builder is the Lot Owner,the same process of contacting the Owner will remain in force. 13.10 Sidewalks. All sidewalks will conform to City specifications and regulations. If a homeowner,its representative,agent or employee,causes damage to any sidewalk located on or adjacent to such homeowner's Lot,the homeowner must repair or replace the sidewalk so that it will be returned to its original condition. Sidewalk maintenance and repair including ice and snow removal are the Lot Owner's responsibility. 13.11 Parking (a) No storage or long term parking of boats, campers, trailers, recreational or commercial vehicles is permitted on any lot,except they maybe stored within an enclosed garage or in side and rear yard areas where they would not be visible to a person driving on the public streets. Short term,infrequent parking(not to exceed 24 hours)of these vehicles is permitted for loading, unloading,cleaning or maintenance. (b) No parking of inoperable motorized vehicles of any kind shall be allowed on the streets within the subdivision or on any lot in an area where they would be visible to a person driving on the public streets including but not limited to vehicles with expired license plates,unregistered vehicles,or vehicles on jacks. (c) No vehicles, trailers, implements or apparatus may be driven or parked in the Common Areas,the Common Maintenance Areas or on any easement unless such vehicle,trailer, implement or apparatus is in use for maintaining such area or easement,provided,however,that this restriction will not apply to driveways or streets intended for vehicular use. 13.12 Garbage. No garbage or trash shall be kept,maintained or contained in or upon the Property so as to be visible from a Lot or the Common Areas or the street except temporarily,in containers approved by Association Rules,for the day of pickup.No incinerators shall be kept or maintained on the Property and no trash or garbage shall be burned on the premises. No refuse pile,garbage, compost pile or unsightly objects shall be allowed to be placed,accumulated or suffered to remain anywhere on the Property. No cans,bags,containers or receptacles for the storing or disposal of trash,garbage,refuse,rubble,or debris will be stored,kept,placed or maintained on any Lot where visible from any street except solely on a day designated for removal of garbage and rubbish and on which days only such cans,bags,containers,and receptacles may be placed in front of a residence and beside a street for removal but will be removed from view before the following day. Materials incident to construction of improvements may be stored on Lots during construction by Declarant. Notwithstanding the foregoing,the Architectural Control Committee may(but shall not be obligated 48 • I II�II I�IIII�I��fIII III I�II�I llll I�I��fl�l 22052of 101 936 Shelley Vence-Gallatin Co PIT NISC rJ7.H to) designate one or more locations within the Property to be centralized collection points for recycling of trash,garbage,or similarly reusable materials. 13.13 Removal of Debris. In the event any Owner fails to remove debris or unsightly material,the Developer or the Association may remove said debris or unsightly material and assess the cost of removal,including reasonable overhead charge,against the Owner as a Reimbursement Assessment. 13.14 Air-Conditioning Units. No air-conditioning apparatus will be installed on the ground in front of a residence nor will any air-conditioning apparatus or evaporative cooler be attached to any front wall or any window of a residence. 13.15 Sight Distance at Intersections. No fence,wall,hedge or shrub planting which obstructs sight lines at elevations between two(2)and six(6)feet above the roadways will be placed or permitted to remain on any comer Lot within the triangular area formed by the street property lines and a line connecting them. No tree will be permitted to remain within such distances of such intersections unless the foliage line is maintained at sufficient height to prevent obstruction of such sight lines. Street vision triangle requirements are out lined in Section 18.44.100 BMC. 13.16 Commercial or Institutional Use. No Lot,and no building erected or maintained on any Lot, will be used for manufacturing,industrial,business,professional,commercial,institutional or other non-residential purposes,except as set forth in Section 15.7. Nothing in this Section shall prohibit an Owner's use of a residence for conducting a business such as an office type business with no more than one(1) employee, so long as (i) activities of such business do not materially increase the number of cars parked on the street;(ii)interfere with adjoining homeowners'use and enjoyment of their residences and yards;(iii)the business activity is not apparent or detectable by sight,sound,or smell from outside the Unit;(iv)the business activity complies with applicable zoning requirements; (iv) the business activity does not involve regular visitation of the Unit by clients, customers, suppliers,or other business invitees or door-to-door solicitation within the Property; and(v)the business activity is consistent with the residential character of the Property and does not constitute a nuisance,or a hazardous or offensive use,or threaten the security or safety of others within the Property,as detem fined in the Board's sole discretion. "Business"shall have its ordinary,generally accepted meaning and shall include,without limitation, any occupation,work,or activity undertaken on an ongoing basis which involves the provision of goods or services to persons other than the family of the producer and for which the producer receives a fee,compensation,or other form of consideration,regardless of whether(a)such activity is engaged in full or part time,(b)such activity is intended to or does generate a profit,or(c) a license is required. This Section shall not apply to restrict Declarant's activities in the Property,nor shall it restrict the activities of persons approved by Declarant involved with the development and sale of property in the Property. Additionally, this Section shall not apply to any Association activity relating to operating and maintaining the Property,including,if any,the Property's recreational and 49 • I fl�l�l���I�I IIIII IIIII I�III�I IIIII I I II II 122 57 02936 Sheller Varese-Gallatin Co NT NIGC M7.00 other amenities. Leasing a Unit for a period of at least six(6)months is not a"business"within the meaning of this subsection. 13.17 Detached Buildings. No detached accessory buildings,including,but not limited to,detached garages(other than provided herein)and storage buildings,will be erected,placed or constructed upon any Lot without the prior consent of the ACC and the City of Bozeman. Every outbuilding, inclusive of such structures as a storage building,or greenhouse will be compatible with the dwelling to which it is appurtenant in terms of its design and material composition. Exterior paint and roofing materials of such outbuildings shall be consistent with the existing paint and roofing materials of the dwelling. 13.18 Window Treatment. No aluminum foil,reflective film or similar treatment will be placed on windows or glass doors.Temporary window treatments must be removed within forty-five(45)days from close of escrow. 13.19 Athletic and Recreational Facilities. Outdoor athletic and recreational facilities such as playscapes,swing sets and sport courts of a permanent nature will not be placed on any Lot within the Property or the subdivision between the street right-of-way and the front of a Unit unless approved by the ACC pursuant to Article H. Notwithstanding the foregoing,portable basketball goals may be temporarily placed adjacent to the driveway but within the Lot,subject to Board- adopted rules and regulations. 13.20 Securi . The Association is not responsible for security of any Subdivision or any Unit and each Owner and occupant of a Lot,and their respective guests and invitees,and each is responsible for their own personal safety and the security of their property. The Association may,but shall not be obligated to,maintain or support certain activities within the Property designed to enhance the level of safety or security which each person provides for himself and his property. Neither the Association nor Declarant shall in any waybe considered insurers or guarantors of safety or security within the Property,nor shall either be held liable for any loss or damage by reason of failure to provide adequate security or ineffectiveness of security measures undertaken. 13.21 Security Waiver of Liability. No representation or warranty is made that any systems or measures, including any mechanism or system for limiting access to the Property, cannot be compromised or circumvented,nor that any such systems or security measures undertaken will in all cases prevent loss or provide the detection or protection for which the system is designed or intended. Each Owner acknowledges, understands, and shall be responsible for informing its Tenants and all occupants of its Lot that the Association,its Board and committees,and Declarant are not insurers or guarantors of security or safety and that each Person within the Property assumes all risks of personal injury and loss or damage to property,including Lots and the contents of Lots, resulting from acts of third parties. 50 IIIIII IIII�IIIII IIIII III�I IIII��I I I�IIIII II IIII Page:®�93M 0Mllw V�no�-0�1Win Co MT MISC 727.00 13.22 Construction Activities. This Declaration will not be construed so as to unreasonably interfere with or prevent normal construction activities during the remodeling of or making of additions to improvements by a Lot Owner(including Declarant)upon any Lot within the Property. Specifically,no such construction activities will be deemed to constitute a nuisance or a violation of this Declaration by reason of noise,dust,presence of vehicles or construction machinery,posting of signs or similar activities,provided that such construction is pursued to completion with diligence and conforms to usual construction practices in the area. If construction upon any Lot does not conform to usual practices in the area as determined by the ACC in its sole good faith judgment,the ACC will have the authority to obtain an injunction to stop such construction. In addition,if during the course of construction upon any Lot,there is an excessive accumulation of debris of any kind that is offensive or detrimental to the Property or any portion thereof,then the ACC may contract for or cause such debris to be removed, and the Lot Owner will be liable for all expenses incurred in connection therewith. 13.23 Prohibited Structures. The following structures are prohibited on any Lot: (a) Guest Houses(except as initially constructed by Declarant or approved by Declarant and the City of Bozeman as part of the initial construction of a Unit on a Lot); (b) Dog Runs and animal pens of any kind, if such structures are Visible from Neighboring Property; (c) Temporary Structures,including,without limiting the generality thereof,any trailer, tent,shack,garage,bam,motor home or mobile home or other outbuilding,and no prefabricated or relocated structure shall be used on any Lot at any time as a residence, either temporarily or permanently. This restriction shall not be interpreted to limit the right of Declarant or any Builder to use trailers or outbuildings as sales offices,selection center offices,construction offices or material storage facilities. 13.24 Occupants Bound. The Governing Documents apply to all occupants of and visitors to any Lot. Every Owner shall cause anyone occupying or visiting his or her Lot to comply with the Governing Documents/Use Restrictions and shall be responsible for all violations and losses to the Common Area caused by such persons,notwithstanding the fact that such persons also are fully liable and may be sanctioned for any violation. 13.25 Storage of Goods. Storage(except in approved structures or containers)of furniture,fixtures, appliances,machinery,equipment,or other goods and chattels on the Common Area(except by the Association),or,if not in active use,any portion of a Lot which is visible from outside the Lot is prohibited. No machinery or equipment of any kind shall be placed,operated or maintained upon or adjacent to any Lot or Parcel,except: (a)such machinery or equipment as is usual and customary in connection with the use, maintenance or construction (during the period of construction or modification) of a building, appurtenant structures of other Improvements; and (b) that which Declarant or Association may permit or require for the development,operation and maintenance of 51 • IIIoilllllllllllilllllllll11011llllllllllll1092022936P 8h�llw V�nerQall�tln Cc MT MISC 727.00 the Property. 13.26 Pool Equipment. All pool equipment stored on any Lot shall be screened so as to be neither Visible from Neighboring Property nor able to be seen through any view fence. 13.27 Unsightly or Unkempt Conditions. All portions of a Lot outside enclosed structures shall be kept in a clean and tidy condition at all times. No rubbish or debris of any kind shall be placed or permitted to accumulate within,upon or adjacent to any Lot so as to render any such property or any portion thereof, or activity thereon, unsanitary, unsightly, offensive or detrimental to any other portion of the Property. (a) Woodpiles or other material shall be stored in a manner so as not to be Visible from Neighboring Property and not to be attractive to rodents,snakes,and other animals and to minimize the potential danger from fires. (b) No nuisance shall be permitted to exist or operate upon any Lot so as to be offensive or detrimental to any other portion of the Property. (c) No activities shall be conducted upon or adjacent to any Lot or within improvements constructed thereon which are or might be unsafe or hazardous to any person or property. (d) No open fires shall be lighted or permitted,except in a contained outdoor fireplace or barbecue unit while attended and in use for cooking purposes. 13.28 Repair of Building. No building or structure on the Property shall be permitted to fall into disrepair. Each such building and structure shall at all times be kept by the Owner in good condition and repair and adequately painted or otherwise finished. In the event any building or structure is damaged or destroyed, then, subject to the approvals required by Article VM, such building or structure shall be promptly repaired or rebuilt,or shall be removed within twelve(12)months of the incident and the portion of the Property upon which such improvements were located shall be cleared and restored to a presentable and safe condition. 13.29 Violation of Law. No Owner shall permit anything to be done or kept in or upon his Lot or in or upon any Common Areas which will result in the violation of any law or other applicable requirement of governmental authorities. 13.30 Animals. No animals,including,but not limited to,horses or other domestic farm animals, fowl or poisonous reptiles of any kind,may be kept,bred or maintained in any Lot or in or upon any Common Area,except a reasonable number of commonly accepted household pets as determined in the Board's discretion.No animals shall be kept,bred or raised within the Property for commercial purposes.In no event shall any domestic pet,to include cats,be allowed to run free away from its owner's Lot without a leash,or conduct itself so as to create an unreasonable annoyance. All City and County animal and animal control ordinances shall be complied with. Pets which are permitted to roam free,or,in the Association's sole discretion,endanger the health,make objectionable noise, 52 • I IIIIII III�I(IIII II�II�I�I)Ill�lli IlII�II II III 22 Go of lei OZ936 Shelley Vence-G&LIS M Co MT MISC W.00 or constitute a nuisance or inconvenience to other Owners or residents of any portion of the Property shall be removed upon the Board's request at the Owner's expense. If the Owner fails to honor such request,the Board may cause the pet to be removed at the Owner's expense. 13.31 Nuisances. No Owner shall permit or suffer anything to be done or kept about or within his Lot,or on or about the Property,which will obstruct or interfere with the rights of Developer,other Owners,Occupants or authorized Persons to use and enjoy the Common Areas,or annoy them by unreasonable noises or otherwise,nor shall an Owner commit or permit any nuisance.The foregoing shall include a prohibition against speakers,horns,whistles,bells or other devices,except security devices used solely for security purposes,which are audible from neighboring lots.No Owner shall engage in any activity which materially disturbs or destroys the vegetation,wildlife,or air quality within the Property or which results in unreasonable levels of sound or light pollution. Nothing shall be done or maintained on any part of a Lot which emits foul or obnoxious odors outside the Lot or creates noise or other conditions which tend to disturb the peace,quiet,safety,comfort,or serenity of the occupants and invitees of other Lots. No noxious,illegal,or offensive activity shall be carried on upon any portion of the Property,which in the Board's reasonable determination tends to cause embarrassment,discomfort,annoyance,or nuisance to persons using the Common Area or to the occupants and invitees of other Lots. Normal construction activities and parking in connection with the building of improvements on a Lot shall not be considered a nuisance or otherwise prohibited by this Declaration unless they are in violation of the Design Guidelines or requirements of the Architectural Control Committee. The Board,in its sole discretion and power,but subject to the provisions hereof,shall have the right to determine the existence of any unreasonable annoyance or nuisance under this Declaration. 13.32 Vehicles. (a) Campers. Boats. Snowmobiles, and Recreational Vehicles. No campers, boats, marine craft,hovercraft,boat trailers,travel trailers,motor homes,snowmobiles,camper bodies,golf carts,and other types of recreational vehicles and non-passenger vehicles,equipment,implements or accessories may be kept on any Lot unless the same are fully enclosed within a garage located on such Lot and/or said vehicles and/or accessories are screened from view from the front as approved by the ACC,and said vehicles and accessories are in operable condition. The ACC,as designated in this Declaration,will have the absolute authority to determine from time to time whether a vehicle and/or accessory is operable and fully enclosed and/or screened. Upon an adverse determination by said ACC,the vehicle and/or accessory will be removed and/or otherwise brought into compliance with this subsection. No dismantling or assembling of motor vehicles,boats,trailers,snow mobiles, recreational vehicles,or other machinery or equipment will be permitted in any driveway or yard adjacent to a street. This Section shall not apply to emergency vehicle repairs. Notwithstanding the foregoing, for the purposes of cleaning, loading, unloading, and short-term parking, RVs not exceeding twenty feet(20)feet may be parked on the Lot's driveway for a period not exceeding 24 hours no more frequently than once every 30 days. Owners must obtain written permission from the Association for such short-term parking. 53 2202936 I oil IIIIIgI IIIII IIIII IIIIII III IIIII II INI 0a912L/2Mf 12 1 06P 81ulI&V YARN Wllatln Ca M7 MIBC 727.00 (b) Commercial Vehicles. No commercial vehicle with a gross vehicle weight rated greater than one(1)ton will be parked on any street right-of-way or Lot except within an enclosed structure which prevents such view thereof from adjacent lots and streets,unless such vehicle is temporarily parked and in use for the construction,maintenance or repair of a residence in the immediate vicinity. No trucks or vehicles of any size which transport inflammatory or explosive cargo may kept on the Property at any time. No vehicles or similar equipment may be parked on the landscaped areas of any Lot or Common Area,except as provided by Section 13.22. (c) Motor Vehicles. No vehicles or similar equipment will be parked or stored in an area visible from any street except passenger automobiles,passenger vans,motorcycles,pick-up trucks, and pick-up trucks with attached bed campers that are in operating condition and have current license plates and are in daily use as motor vehicles on the streets and highways of the State of Montana.No abandoned,derelict or inoperable vehicles may be stored or located on any Lot. (d) Unused Vehicles. No unused automobiles or vehicles of any kind shall be stored or parked on any lot except in a closed garage. An"unused vehicle"shall be defined as any vehicle which has not been driven under its own power of a period of thirty(30)consecutive days or longer. In the event any unused vehicle remains parked on any tract or Lot within the Property boundaries, the Developer or the Association shall have the right to remove the same after forty-eight(48)hours notice to the owner thereof,the expenses to be charged against the owner thereof,and such charges shall become Reimbursement Assessments against the Lot Owner. 13.33 Leasin . For purposes of this Declaration, "leasing" is defined as regular, exclusive occupancy of a Unit by any person other than the Owner, for which the Owner receives any consideration or benefit,including,but not limited to,a fee,service,gratuity,or compensation. A Lot may be leased only in its entirety(e.g., separate rooms within the same Unit may not be separately leased). No fraction or portion may be leased. (a) No structure on a Lot other than the primary Unit shall be leased or otherwise occupied for residential purposes,except that structures used for ancillary purposes,such as an In- law suite"or detached"guest house,"may be occupied,but not independently leased. There shall be no subleasing of a Unit or assignment of leases except with the Board's prior written approval. (b) All leases shall require that Tenants and all occupants of the leased Lot are bound by and obligated to comply with the Governing Documents. The restrictions on lease terms set forth in this paragraph shall not apply to Lots owned by Declarant. (c) A copy of the lease,receipt signed by tenant acknowledging receipt of the governing documents and agreement to abide by same and address and contact information of the property owner together with such other additional information as the Board may require,shall be given to the Board or its designee by the Owner within ten days of execution of the lease. The Board may adopt reasonable use restrictions and rules regulating leasing and subleasing and the activities of Tenants 54 0 III II IIIIIIIIIIII II��IIII220936�11111 ehauw Vance-"Ilatln co MT ntsc 727M and subtenants. (d) No transient Tenants may be accommodated in a Unit. All leases,including approved subleases,shall be in writing and shall be for an initial tern of at least six(6)months,except with the Board's prior written consent. (e) The Association has the authority to charge additional fees,including but not limited to increased assessments,fines and/or reimbursement costs to the owner of a unit for non-compliance by this tenant. 13.34 Subdivision of a Lot and Tune-Sharing. Single Family Lots may not be subdivided or their boundary lines changed;provided,Declarant may subdivide,change the boundary line of and replat any Lot(s)it owns,and,for so long as Declarant owns any portion of the Property,convert Lots into Common Area or Common Area to Lots at any time prior to the transfer of title to the Association. Except in Senior Designated Areas ifthe West Winds PUD timesharing,fraction-sharing,or similar programs whereby the right to exclusive use of the Lot rotates among members of the program on a fixed or floating time schedule over a period of years is prohibited, except by Declarant,while Declarant owns any property within the Property. 13.35 Lights. No spotlights,floodlights,neon lamps,mercury lights or other high intensity lighting shall be placed or utilized upon any Lot which,in any manner,will allow light to be directed or reflected on the Common Areas,or any part thereof,or any other Lot or Parcel,except as may be expressly permitted by the Association Rules or the Design Guidelines.All exterior lighting shall be maintained and installed to minimize light pollution.All lighting to conform to Section 18.42.150 BMC. 13.36 Exterior Holiday Decorations. Lights or decorations may be erected on the exterior of Units in commemoration or celebration of publicly observed holidays provided that such lights or decorations do not unreasonably disturb the peaceful enjoyment of adjacent Owners by illuminating bedrooms,creating noise or attracting sightseers. All lights and decorations must be removed within thirty(30)days after the holiday has ended. Christmas decorations or lights may not be displayed prior to November I st of any year. For other holidays,decorations or lights may not be displayed more than four(4)weeks in advance of the holiday. The Association will have the right,upon thirty (30) days prior written notice, to enter upon any Lot and summarily remove exterior lights or decorations displayed in violation of this provision. The Association,and the individuals removing the lights and decorations,will not be liable to the Owner for trespass,conversion or damages of any kind except in the case of intentional misdeeds and gross negligence. 13.37 Garage Doors. (a) Garages and Driveways. Garages may be used as a builder's sales offices prior to permanent occupancy of the main structure;and sales offices will be converted to garages prior to permanent occupancy. With the exception of periods when garages are used by Builders as sales 55 I IIIIII�IIII IIIII IIIII IIIII IIIII�I II�II III II I�I 2Z02936 Blull�r Vance-OAilstln Cc Mr MISC 727.00 0e offices,all garages will be maintained for the storage of automobiles,and no garage maybe enclosed or otherwise used for habitation,office,or business purposes. (b) Garage doors will be kept closed at all times except when in immediate use. (c) No carport will be permitted on a Lot. 13.38 Oil and Mining_O_perations. No oil drilling, oil development operations, oil refining, quarrying or mining operation of any kind will be permitted upon or in any Lot,nor will oil wells, tanks, tunnels, mineral excavations, or shafts be permitted upon any Lot. No derrick or other structure designed for use in boring for oil or natural gas will be erected,maintained or permitted upon any Lot. No tank for the storage of oil or other fluids may be maintained on any of the Lots above the surface of the ground. 13.39 Mineral Exploration. No Lot or other Property shall be used in any manner to explore for or to remove any water,oil or other hydrocarbons,minerals of any kind,gravel,gas,earth or any earth substance of any kind,except for the drilling,operation and maintenance of any testing,inspection or other water wells approved by the Declarant. 13.40 Fires. Other than barbecues,in properly constructed barbecue pits or grills,and fire pits in compliance with the Association Rules and the Design Guidelines, or as otherwise expressly permitted in the Association Rules,no open fires shall be permitted on the Property nor shall any other similar activity or condition be permitted. 13.41 No Obstructions to Drainage. No Owner shall erect,construct,maintain,permit or allow any fence or other improvement or other obstruction which would interrupt the normal drainage of the land or within any area designated by Recorded plat,or other Recorded instrument,as a"drainage easement" except that, with the prior consent of the County and the Committee, nonpermanent structures,including fences,may be erected in those areas which contain only underground closed conduit stone drainage facilities. 13.42 Maintenance of Grounds. Each Owner shall keep all shrubs, trees, hedges, grass and plantings of every kind located on his Lot(s)or Parcel(s)(including setback areas,easements and Common Areas) neatly trimmed, shall keep all such areas properly cultivated and free of trash, weeds and other unsightly material and shall maintain all paved,concrete and other synthetically surfaced areas, including, but not limited to, driveways, roadways and parking areas, in good condition and repair. (a) All dead vegetation,including trees,shall be removed and replaced by the owner within thirty(30)days. Plantings are to be trimmed and cut by the owner as necessary at regular intervals to maintain them in a neat and attractive manner.All landscaping to be installed by an Owner on any Lot shall be first approved by the ACC pursuant to Article 11 above. 56 • I��IIII{IiIlNllllllllllllillllllllll {IIIIIIIII �2062936 Shelley Vww-Gallatin Co Mr M16C 727.00 (b) All landscaping located on any Lot will be properly maintained at all times by the Lot Owner. Each Lot Owner will keep all shrubs,trees,grass,and plantings of every kind on his Lot cultivated,pruned,free of trash,and other unsightly material. All improvements upon any Lot will at all times be kept in good condition and repair and adequately painted or otherwise maintained by the Lot Owner.The owner at the owner's expense shall maintain vacant lots,in accordance w/these covenants including mowing for fire safety and the control of noxious weeds. Declarant, the Association,and the ACC will have the right at any reasonable time to enter upon any Lot to replace, maintain,and cultivate shrubs,trees,grass,or other plantings as deemed necessary,and to paint, repair,or otherwise maintain any improvements in need thereof,and to charge the cost thereof to the Lot Owner. (c) 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 weeding and snow and ice removal. (d) Noncompliance and convection to the above section shall be addressed through Section 7.3 13.43 Diseases and Insects. No Owner shall permit any thing or condition to exist upon the Property which shall induce,breed or harbor infectious plant disease or noxious insects. 13.44 Restriction on Further Subdivision,Property Restrictions and Rezoning. (a) No Single Family lot shall be further subdivided or separated into smaller lots or parcels by any Owner,and no portion less than all of any such Lot,nor any easement or other interest therein,shall be conveyed or transferred by any Owner,without the prior written approval of the Board,which approval must be evidenced on the plat or other instrument creating the subdivision, easement or other interest.However,this restriction shall not apply where part of a Lot is transferred to an adjacent Lot Owner for the purpose of increasing the size of the adjacent Lot. This provision shall not,in any way,limit Developer from(a)re-platting,subdividing or separating into Lots any property at any time owned by Developer,or(b)Recording an instrument to fix the location of any easement reserved by Developer in this Declaration not previously depicted with certainty on a plat, map or other instrument of Record. (b) No further covenants,conditions,restrictions or easements shall be Recorded by any Owner(except Developer)or other Person against any Lot without the provisions thereof having been first approved in writing by the Board and Developer(until the Transition Date occurs and Developer no longer owns any property subject to this Declaration) for consistency with this Declaration and the general plan of development for the project reflected bythis Declaration and the Development Plan. Any covenants,conditions,restrictions or easements Recorded without such approval being evidenced thereon shall be null and void. 57 • IIIIIIIIIIIIIIIhIIIIIIhII1�111111111IN I 2202936 Il l00 09/23/2003 12:06p SMll4y Vanw-Oallatln Co Ri 1118C 727,Op (c) No application for rezoning of any Lot or Parcel,and no application for any variance or use permit, shall be filed with any governmental authority by any Owner(except Developer) unless the proposed use of the Lot has been approved by the Board and the proposed use otherwise complies with this Declaration. (d) An Owner may own more than one Lot which if contiguous,may be combined into a single Lot with the consent of the City and the Board and Developer(until the Developer no longer owns any property subject to this Declaration). However,any such combination of Lots,except as hereinafter provided,shall not reduce or alter the voting rights obtained by ownership of each Lot nor shall it reduce or otherwise alter the amount which would have been assessed against the Owner of such Lots pursuant to the terms hereof in the absence of combination. The Owner of such Lots will be entitled to one Membership in the Association for each Lot that was combined (so long as Memberships may be held by Owners hereunder). The combined Assessments attributable to each of the former separate Lots shall be attributable to the entire combination of Lots and the entire combination shall be subject to the Assessment Lien. 13.45 Utility Service. No lines,wires,or other services for the communication or transmission of electric current or power or electromagnetic impulses,including telephone,television,and radio signals,shall be erected,placed or maintained anywhere in or upon the Property unless they are contained in conduits or cables installed and maintained underground or concealed in,under or on buildings or other structures approved by the Committee.Notwithstanding the foregoing but subject to any applicable requirements of the City,the Committee may authorize the erection of microwave towers and similar structures on Association Land for centralized reception, transmission and retransmission of microwave and similar signals. No provision hereof shall be deemed to forbid the erection of temporary power or telephone structures incident to the construction of buildings or structures approved by the Committee.No individual water supply system or sewage disposal system will be permitted on any Lot,including,but not limited to,water wells,cesspools or septic tanks. 13.46 Overhead Encroachments. No tree, shrub, or planting of any kind on any Lot shall be allowed to overhang or otherwise to encroach upon any sidewalk,street,pedestrian way,intersection, adjacent Lot,or other Common Area from ground level to a height of eight feet without the prior approval of the Committee. 13.47 Development Activity. Notwithstanding any other provision herein, Declarant and its successors and assigns,will be entitled to conduct on the Property all activities normally associated with and convenient to the development of the Property and the construction and sale of single- family or multi-family dwelling units on the Property. Notwithstanding any provision in this Declaration,including Rules and Regulations to the contrary,Declarant and Builders may construct and maintain upon portions of the Common Area and other property owned by Declarant or the Builder such facilities,activities,and things as,in Declarant's opinion,may reasonably be required, convenient,or incidental to the construction or sale of Lots.Such permitted facilities,activities,and things shall include,without limitation,business offices,signs,flags(whether hung from flagpoles or attached to a structure), model Lots, sales offices,holding or sponsoring special events, and 58 1111111011111111111122066 2936 tlh.IIGY VOnOO-Ulletln Co R 747.1l0 T MISC 2U6 MUP exterior lighting features or displays. In addition,if reasonably required,convenient,or incidental to construction or sales activities,Declarant and Builders may-park vehicles in areas other than garages or driveways,including on streets. Declarant and Builders shall have easements for access to and use of such facilities at no charge. Builder's rights under this Section are subject to Declarants approval. 13.48 Health.Safety and Welfare. In the event any uses,activities,and facilities are deemed by the Board to be an unreasonable annoyance or a nuisance,or to adversely affect the health,safety or welfare of Owners or Occupants,the Board may make such rules restricting or regulating their presence on the Property as part of the Association Rules or may direct the Committee to make rules governing their presence on Lots as part of the Design Guidelines. Any such Hiles shall be consistent with the provisions of this Declaration. 13.49 Model Homes. The provisions of this Declaration which prohibits nonresidential use of Lots and regulates parking of vehicles shall not prohibit the construction and maintenance of model homes by Persons engaged in the construction of Units on the Property and parking incidental to the visiting of such model homes so long as the location of such model homes is approved by the Committee, the opening and closing hours are approved by the Board, and the construction, operation(including means of access thereto,amount of lighting and number and appearance of signs)and maintenance of such model homes otherwise comply with all of the provisions of this Declaration and the Association Rules.The Committee may also permit Lots and other areas to be used for parking in connection with the showing of model homes so long as such parking and parking areas are in compliance with the ordinances of the County and any rules of the Committee. Any homes constructed as model homes shall cease to be used as model homes at any time the Owner or Occupant thereof is not actively engaged in the construction and sale of single family residences on the Property or the Project and no home shall be used as a model home for the sale of homes not located on the Project. Notwithstanding the foregoing,the provisions of this Section shall at all times be subject and subordinate to the provisions of Section 13.37. 13.50 Safe Condition. Without limiting any other provision in this Section, each Owner shall maintain and keep his Lot at all times in a safe,sound and sanitary condition and repair and shall correct any condition or refrain from any activity which might interfere with the reasonable enjoyment by other Owners and Occupants of their respective Lots or the Common Areas. XIV.EASEMENTS 14.1 Blanket Easements and Utility Construction Easements. There is hereby created a blanket easement upon, across, over and under the Property for ingress and egress for the purposes of installing,constructing,replacing,repairing,maintaining and operating all utilities(whether public or private)including,but not limited to,water,sewer,gas,telephone,electricity,cable(including, but not limited to,television cable),security systems,and communication lines and systems,and in addition thereto for the use of emergency vehicles of all types.By virtue of the easement,it shall be expressly permissible for Developer and its contractors and/or the Association,and/or the providing 59 • i Ililll INiI Ihil IIIII IIIII IIIII III IIIII IIII IIII 2202936 Molloy Vanes-Gallatin Cc RT RISC 727.00 utility company to construct(including,but not limited to,underground installation)and maintain the necessary facilities, wires, circuits, conduits, cables and related appurtenances, facilities and equipment for the project on every part of the Property including,but not limited to,the Lots,and to enter upon every part of the said Property to accomplish the foregoing. Without limiting the generality,scope or duration of the easements described above in this Section 14.1,there is hereby additionally created the following temporary construction easement for the purpose of the construction of the improvements contemplated by the underlying permanent easement described on any plat,map of dedication or similar Recorded instrument relating to the Property,including the right to enter upon the hereinafter described land and to clear,grade,level, excavate, fill, install and build the improvements contemplated for the underlying permanent easement: A strip of land 20 feet on each side of the center line of,and which shall overlay, each easement designated as a water line easement,a sewer line easement,a.public or private utilities easement,or any similar easement on a plat,map of dedication or similar Recorded instrument relating to the Property,, provided,however,the easement granted in this sentence shall automatically terminate and be of no further force and effect at such time as the improvements defined by the underlying permanent easement are complete and accepted by Developer,the Board and the County or any utility company having a right of approval. 14.2 Use of Common Areas. Except for the provisions hereof permitting Special Use Fees,each Owner shall have the nonexclusive right to use the Common Areas in common with all other Owners as required for the purposes of access and ingress to and egress from (and use,occupancy and enjoyment of)any Lot owned by the Owner or Common Areas available for the Owner's use. This right to use the Common Areas for purposes of access and ingress and egress shall,subject to the Association Rules, extend to each Owner, Occupant and the agents, servants, tenants, family members and invitees of each Owner,and shall be appurtenant to each respective Lot,subject to and governed by the provisions of this Declaration,the Articles,Bylaws and Association Rules and such reasonable limitations and restrictions as may from time to time be contained therein. 14.3 Wall or Fence Easement. There is hereby created an affirmative easement in favor of Developer,the Association,and their employees and agents,upon,over and across each Lot affected, for reasonable ingress,egress,installation,replacement,maintenance and repair of a perimeter wall, fence or other boundary control for the Property. 14.4 Dever Easement. There is hereby created an affirmative, nonexclusive easement appurtenant to the Property and to those portion(s)of any annexed property which,by amendment hereto, Developer specifies as benefited by this easement(whether or not ever annexed or ever withdrawn from being annexed property),for ingress,egress and the installation and maintenance by Developer (and its agents, employees and invitees) of utilities and drainage facilities over all 60 II�III�III�IIIII�IIIII�IIIIfIIIII�IfIIIIIIIIIII "20193MP snorley vvm4allsttn cc Mr RISC 727.00 Common Areas including,but not limited to,Private Streets,and for Developer(and such agents, employees and invitees)to go over,under and across,and to enter and remain upon all Common Areas and all unoccupied Lots (to the minimum extent reasonably required) for all purposes reasonably related to Developer's rights and obligations hereunder,and Developer's development, operation,maintenance, management, administration, advertisement, sale, rental and use of the Property and any portion(s)of the annexed Property which Developer specifies by amendment hereto as benefited hereby. 14.5 Association Easement. There is hereby created an affirmative,nonexclusive easement in favor of the Association for ingress and egress over all the Property for the purpose of enabling the Association and its contractors,employees,representatives and agents to implement the provisions of this Declaration. 14.6 Revegetation Easement. There is hereby created an affirmative,nonexclusive easement in favor of Developer and the Association,and their contractors and employees,to go upon any Lot to plant or seed, and to provide temporary maintenance for, indigenous vegetation and grasses of Developer's choice (so long as Developer owns any property subject to this Declaration and thereafter,indigenous vegetation and grasses of the Board's choice)on any areas of the Lot in order to(a)replant areas that were cleared,or partially cleared,of vegetation in the past for some reason, or(b) maintain the aesthetic integrity of the Property, and to provide temporary water to such vegetation at the expense of the party causing the revegetation to be performed or at the expense of the Owner,as a Reimbursement Assessment,if the area was cleared by the Owner or Occupant of such Owner's Lot,or the invitee,guest,contractor,or other authorized visitor of either in violation of this Declaration or the Design Guidelines. 14.7 Information Center Easement. Developer shall have the right,from time to time,to erect, operate and maintain on any property within the Project owned or leased by Developer one or more information center(s), administrative office(s) and/or sales office(s) which are necessary or convenient to the administration,development,sale,resale,leasing or other marketing of property within the Project(an"Information Center"). Without limiting the generality,scope or duration of the provisions in Article XIV hereof,there is hereby established an easement appurtenant to each Information Center over the Private Streets between the Information Center and all public streets or roadways adjacent to or serving the Project for the purposes of ingress,egress,utilities and such other purposes as may be reasonably required for the full use and enjoyment,and the operation, repair and maintenance of the Information Center by the owner thereof and by the owner's employees, agents, guests and invitees, in any manner consistent with the Development Plan, applicable zoning,and applicable laws and other requirements of governmental authorities having jurisdiction. 14.8 Roads. Access roads are dedicated and reserved as shown on the recorded plats of the Property. No additional access roads or driveways,public or private,shall be constructed directly from any Lot or tract to any dedicated right of way,other than as shown on the Plats of the Property. 61 • I 111111gill III 1111111111 1111111IN IIIIIII Ilfl IIIIII 22 69 of lot 02936 ihallw Vanoa-Gallatin Cc IIT RISC 727.00 14.9 Access Roads and Utility Easements. Access roads and utility easements are dedicated and reserved as shown on the Plat of the subdivision. All rights to minerals,water,oil and natural gas underlying the property are reserved to the Developer. 14.10 Miscellaneous Easements. In addition to the blanket easements granted in Article XIV hereof,the Board is authorized and empowered to grant upon,across or under real property owned or controlled by the Association such permits,licenses,easements and rights-of-way for sewer lines, water lines,underground conduits,storm drains,television cable and other similar public or private utility purposes, security lines,roadways or other purposes as may be reasonably necessary and appropriate for the orderly maintenance,preservation and enjoyment of the Common Areas or for the preservation of the health,safety,convenience and welfare of the Owners,provided that any damage to a Lot resulting from such grant shall be repaired by the Association at its expense. XV.RIGHTS OF MORTGAGEES 15.1 General Provisions. Notwithstanding and prevailing over any other provisions of this Declaration,the Articles,Bylaws,Association Rules or Design Guidelines,the following provisions shall apply to and benefit each holder of a First Mortgage(and,in the case of Sections 15.4 and 15.6, to the holder of any Mortgage)upon a Lot. 15.2 Subordination of Lien. The Assessment Lien against a Lot shall be subordinate to the lien of a prior Recorded First Mortgage on the Lot,acquired in good faith and for value,except to the extent it secures the amount of any unpaid Assessment or Reimbursement Assessment(together with any interest,costs,reasonable attorneys'fees and any late charges related thereto)which accrues from and after the date on which a First Mortgagee comes into possession of or acquires title to the Lot, whichever occurs first. If the Assessment Lien for unpaid Assessments or Reimbursement Assessments that become payable after Recordation of the First Mortgage and prior to the date the First Mortgagee comes into possession of or acquires title to the Lot is not extinguished to the extent it secures said unpaid Assessments or Reimbursement Assessments by the process by which the First Mortgagee acquired title to the Lot,neither the First Mortgagee nor a third-party purchaser who acquires title through foreclosure of a Mortgage and the subsequent foreclosure or trustee's sale(or through any equivalent proceedings),shall be liable for the unpaid Assessments or Reimbursement Assessments. Upon written request to the Association by the First Mortgagee or purchaser who acquires title through foreclosure of a Mortgage and the subsequent foreclosure or trustee's sale(or through any equivalent proceedings), the Assessment Lien shall be released in writing by the Association to the extent it secures such unpaid Assessments or Reimbursement Assessments. Nevertheless,if the Owner against whom the original Assessment or Reimbursement Assessment was made is the purchaser or redemptioner,the lien shall continue in effect and may be enforced by the Association,or by the Board,for the respective Lot's Assessment or Reimbursement Assessment including those due prior to the final conclusion of any such foreclosure or equivalent proceedings. Further,any such unpaid Assessment or Reimbursement Assessment shall continue to exist as the personal obligation of the defaulting Owner of the respective Lot to the Association,and the Board may use reasonable efforts to collect the same from the Owner even after he is no longer the Owner 62 Iillll fllll IIIII IIIII 11111 INS 1111111111111 22029101 36 6halley VaM044411atln Cc MT MISC 727.00 of the Lot., Any unpaid Assessments or Reimbursement Assessments which are extinguished pursuant to this Section 15.2 may also be reallocated by the Board among all Owners as part of the Common Expenses. Except as above provided (and except for liens for taxes and other public charges which by applicable law are made prior and superior),the Assessment Lien shall be prior and superior to any and all charges,liens or encumbrances which hereafter in any manner may arise or be imposed on any Lot. 15.3 No Personal Liability. A First Mortgagee shall not in any case or manner be personally liable for the payment of any Assessment or charge,nor the observance or performance of any covenant, restriction,or rule and regulation of the Association,or any provision of the Articles or Bylaws,or any management agreement,except for those matters which are enforceable by prohibitory injunction or other equitable actions,not requiring the payment of money,except as specifically provided in this Article XM. 15.4 Enforcement After Foreclosure Sale. An action to recover assessments imposed after the foreclosure sale or to abate the breach of any of the covenants,conditions,restrictions,servitudes and reservations in this Declaration may be brought against any purchaser who acquires title through foreclosure of a Mortgage and the subsequent foreclosure or trustee's sale(or through any equivalent proceedings),and the successors in interest to any such purchaser,even though the breach existed prior to the time the purchaser acquired an interest in the Lot or Parcel. 15.5 Exercise of Owner's Rights. During the pendency of any proceedings to foreclose a First Mortgage(including any period of redemption),the First Mortgagee,or a receiver appointed in any such action,may,but shall not be required to,exercise any or all of the rights and privileges of the Owner in default including,but not limited to,the right to vote as a Member of the Association in the place and stead of the defaulting Owner if the First Mortgagee or receiver gives the Association written notice of its claimed rights and such evidence as the Board may reasonably request demonstrating the existence of the claimed rights. 15.6 Subject to Declaration. At such time as a Mortgagee comes into possession of or becomes Record Owner of a Lot or Parcel,the Mortgagee shall be subject to all of the terms and conditions of this Declaration including,but not limited to,the obligation to pay(and be personally liable for)all Assessments and charges accruing thereafter,and the obligation to cure any physical conditions on the Lot which constitute a default under or violation of this Declaration or the Design Guidelines in the same manner as any other Owner,whether or not the condition existed before the Mortgagee came into possession of or became the Record Owner of the Lot. 15.7 Exemption of Developer From Restriction. Notwithstanding anything to the contrary in this Declaration,none of the covenants,conditions,restrictions,easements or other provisions in this Declaration shall be construed or deemed to limit or prohibit any act of Developer,its employees, agents and contractors,or parties designated by it in connection with 63 �" IIIIIIIII�IIIIIIIIIININl2202936P IIINII114hIINlllllllll &WII&V Vanoa-OallaUn Co MT MIN 727.00 (a) the construction, administration, management, completion, sale or leasing of Lots, Association Land,the Property,any property annexed by the Developer into the Project,or (b)the administration,management,development or other activities with respect to facilities outside the Property(including,but not limited to,any golf facilities). XVI.LIMITATION ON DEVELOPER'S LIABILITY Notwithstanding anything to the contrary in this Declaration,each Owner,by accepting title to any portion of the Property and becoming an Owner,and each other Person acquiring an interest in the Property including,but not limited to Mortgagees,acknowledges and agrees that neither Developer (including,but not limited to,any assignee of the interest of Developer hereunder)nor any related entity(or any partner,shareholder,trustee,officer,director,principal or similar Person holding an interest or position in any such assignee of the interest of Developer)shall have any personal liability to the Association, or any Owner, Member, or Mortgagee or other Person, arising under, in connection with,or resulting from(including,but not limited to,resulting from action or failure to act with respect to)this Declaration,the Association or the Committee except to the extent of such Person's interest in the Property;and,in the event of a judgment,no execution or other action shall be sought or brought thereon against any other assets,nor be a lien upon such other assets,of the judgment debtor. XVQ.AMENDMENT 17.1 Amendment to Declaration. Amendments to this Declaration shall be made by an instrument in writing entitled"Amendment to Declaration"which sets forth the entire amendment.Prior to the Transition Date,amendments may be adopted only by Developer as provided in Section 17.3(b)(and subject to any provisions of Section 17.3(b) requiring the consent of Members). The City of Bozeman shall be party to any changes or modifications made to the restrictive covenants and Architectural Guidelines as they relate to any zoning and/or planning bylaws.After the Transition Date,amendments may be adopted only with the affirmative vote or written consent of a Majority of all of the Voting Members except Developer and with the affirmative vote or written consent of Developer so long as Developer owns any property subject to this Declaration. In any vote by Voting Members, the percentage of Voting Members necessary to amend a specific clause or provision of this Declaration shall not be less than the percentage of affirmative votes prescribed for action to be taken under the clause or provision. In all events,the amendment when adopted shall bear the signature of the president or a vice president of the Association and shall be attested by the secretary or an assistant secretary of the Association,who shall state whether the amendment was properly adopted,and shall be acknowledged by them as officers of the Association.Amendments once properly adopted shall be effective upon Recording in the appropriate governmental offices,or at such later date as may be specified in the amendment. 17.2 Effect of Amendment. It is specifically covenanted and agreed that any amendment to this Declaration properly adopted will be completely effective to amend any and all provisions of this 64 • �IIIII)IIIII 1111811111111111111111 22, 5 2COP Shelley Var"-Gallatln Cc RT R1SC ?V.Go Declaration which may be affected and any or all clauses of this Declaration, unless otherwise specifically provided in the Section being amended or the amendment itself. 17.3 Required Approvals.Notwithstanding the foregoing provisions of this Article XVII: (a) The provisions of this Declaration may not be amended at any time(including after the Transition Date)without the written consent of Developer. Developer may,but shall not be obligated to, release any or all of its consent rights under this Section 17.3(a) by Recorded instrument. (b) Until the Transition Date,Developer reserves the right to amend this Declaration without the approval of the Board or the other Members;provided,however,that after the issuance of the first Certificate of Occupancy,Developer may not amend the following provisions of this Declaration without the following approvals: (i) With the affirmative vote or written consent of a majority of Voting Members (excluding Developer),Developer may amend:(a)Section 6.8 to make a Capital Improvement or Reimbursement Assessment against any Owner greater than any other Owner(other than Developer) of a Lot in the Property;or(b)this Section 17.3(b)(i)to diminish the rights given therein to the benefited Members. 17.4 Requested Amendment;Legislative Change. Subject to the limitation on Developer's right to amend this Declaration in Section 17.3(b),but without limiting Developer's reserved right to amend this Declaration as provided in Section 17.3(b) except as expressly limited thereby, Developer specifically reserves the right to amend all or any part of this Declaration to such an extent and with such language as may be requested by the Federal Housing Administration("FHA")or the Veterans Administration("VA")and to finther amend to the extent requested by any other federal,state or local governmental agency,department,board or commission which requests such an amendment as a condition precedent to such entity's approval of this Declaration (for example, but not as a limitation, to obtain authorization from state or federal authorities to sell or offer to sell any portion(s)of the Project within the state or in interstate commerce),or by any federally or state chartered lending institution as a condition precedent to lending funds upon the security of any Lot(s) or any portions thereof It is the desire of Developer to retain control of the Association and its activities for so long as Developer desires to do so. If any amendment requested pursuant to the provisions of this Section 17.4, or if any federal, state or other legislation hereafter enacted, diminishes or alters such control,Developer shall have the right to prepare,provide for and adopt as an amendment hereto,other and different control provisions to achieve said control or equivalent control. 17.5 Addition of Property Without Approval of Membership: Until all of the Additional Property has been subjected to this Declaration or twenty-five(25)years after the recording of this Declaration 65 111111111111111loll11111119111111111111111 z�O�93� Shelley Vane-QallaUn Co MT MI&C 727.00 in the Real Estate Records,whichever is earlier,Declarant may unilaterally subject to the provisions of this Declaration all or any portion of the Additional Property. (a) The Declarant may transfer or assign this right to annex property,provided that the transferee or assignee is the developer of at least a portion of the Properties and that such transfer is memorialized in a written,recorded instrument executed by Declarant. (b) Addition of Property shall be accomplished by filing a Supplemental Declaration in the Real Estate Records describing the property being annexed and shall not require the consent of Voting Members,but it shall require the consent of the Owner of the property being added if other than the Declarant.. (c) Nothing in this Declaration shall be construed to require the Declarant or any successor to annex or develop any of the Additional Property. 17.6 Addition of Property With Approval of Membership: After the Transition Date the Association may subject any real property to the provisions of this Declaration with the consent of the owner of the property being annexed,the affirmative vote of Voting Members representing more than 50%of the Class"A"votes of the Association represented at a meeting duly called for such purpose,and the consent of the Declarant so long as Declarant owns any of the Additional Property. Such annexation shall be accomplished by filing a Supplemental Declaration describing the property being annexed in the Real Estate Records. Any such Supplemental Declaration shall be signed by the President and the Secretary of the Association,and by the Owner of the annexed property,and by the Declarant,if the Declarant's consent is required. 17.7 Withdrawal of Proper . Before the Transition Date, the Declarant reserves the right to amend this Declaration for the purpose of removing any portion of the Properties from the coverage of this Declaration,provided such withdrawal is not unequivocally contrary to the overall,uniform scheme of development for the Properties. Such amendment shall not require the consent of any Person other than the Owner of the property to be withdrawn,if not the Declarant. If any of the withdrawn property is Common Area,the Association shall consent to such withdrawal. 17.8 Additional Covenants and Easements. The Declarant may unilaterally subject any portion of the Properties to additional covenants and easements.Such additional covenants and easements shall be set forth in a Supplemental Declaration filed either concurrent with or after the annexation of the subject property,and shall require the written consent of the Owner(s)of such property,if other than the Declarant. Any such Supplemental Declaration may supplement,create exceptions to,create new,different,or additional restrictions, or otherwise modify the terms of this Declaration as it applies to the subject property in order to reflect the different character and intended use of such property. 17.9 Amendment. During the Class"B"Control Period,this Article shall not be amended without the prior written consent of Declarant. 66 • I INII IIIII IIIII IIIII IINI IIIIIN II IIIII III INl 22029 101 36 !alley Yarms-Call\tin Co!R RISC 727.00 17.10 Sub association(s). West Winds is divided into several areas in the Master Plan some of which are zoned or otherwise designated or limited for development and use as other than single family use. Several may be developed through major developers.As each such area is developed,Declarant,or if the area is owned by a major developer,West Winds and such major developer,may record one or more Supplemental Declarations with respect thereto which will refer to this Declaration and designate the use classification for such area,and which may dedicate or designate common areas for such area and which may supplement this Declaration with such additional covenants,conditions and restrictions as Declarant or the Association,and if owned by a major developer,such major developer may deem appropriate for that area. Such Supplemental Declaration may,but need not,provide for the establishment of a Sub association to be comprised of Owners within the area subject thereto. Any Supplemental Declaration may provide its own procedure for the amendment of any provisions thereof,subject to the consent of either Declarant or West Winds. All lands,Improvements and uses in each area so developed shall be subject to both this Declaration and the Supplemental Declaration,if any,for that area. In the event of any conflict between any such Supplemental Declaration and this Declaration,the terms and provisions of this Declaration shall govern. Declarant shall have the right to assign its rights contained in this Section to charitable organizations or foundations selected by Declarant. Declarants right to use the Common Area for special events shall be enforceable by injunction,by any other remedy in law or equity,and by the terms of this Declaration. 17.11 Every Owner and any Mortgagee of a Lot,by acceptance of a deed or other conveyance therefore,thereby agrees that this Declaration may be amended as provided in this Section. XVIII.GENERAL PROVISIONS 18.1 Notices. Notices to the Association provided for in this Declaration, the Bylaws, or Association Rules, shall be in writing and shall be addressed to the Association at the address specified in the Bylaws.The Association may designate a different address or addresses for notice by giving written notice to all Owners. If applicable law,this Declaration or a resolution of the Board requires notice of any meeting or of any action or proposed action by the Association,the Board or any committee,to be given to any Owner or Occupant then,unless otherwise specified herein or in the resolution of the Board,or in the Bylaws,such notice requirement shall be deemed satisfied if notice of such action or meeting is published once in any newspaper in general circulation within the County or the project.This Section shall not be construed to require that any notice be given if not otherwise required and shall not prohibit satisfaction of any notice requirement in any other manner. 18.2 motions and Exhibits,Construction. Captions given to various Sections herein,and the Table of Contents for this Declaration,are for convenience only and are not intended to modify or affect the meaning of any of the substantive provisions hereof.Any exhibits referred to herein are incorporated as though fully set forth where such reference is made. The provisions of this 67 III IIINIIIII11111111111111 2202936 22 � 2IIIIIINIIIIIIIIIII Palo:, 0 ,Shelley Vence-Ulletln Cc RT lIISC 727.00 Declaration shall be liberally construed to effectuate its purpose of creating a uniform plan for the development and operation of the Property as hereinabove set forth. 18.3 Severability. If any provision of this Declaration,the Articles,Bylaws,Association Rules or Design Guidelines,or any section,clause,sentence,phrase or word,or the application thereof in any circumstance,is held invalid,the validity of the remainder of this Declaration,the Articles,Bylaws, Association Rules or Design Guidelines, and of the application of any such provision, section, sentence,clause,phrase or word in any other circumstances,shall not be affected thereby,and the remainder of this Declaration,the Articles,Bylaws,Association Rules or Design Guidelines shall be construed as if such invalid part were never included therein. 18.4 Mortgage of Lots and Parcels Each Owner shall have the right,subject to the provisions hereof,to make separate Mortgages for his respective Lot.No Owner shall have the right or authority to make or create or cause to be made or created any Mortgage or other lien or security interest,on or affecting the Property or any part thereof,except only to the extent of his Lot. 18.5 Power of Attorney. Unless otherwise specifically restricted by the provisions of this Declaration,in any instance in which the Association is empowered to take any action or do any act including,but not limited to,action or acts in connection with the Common Areas or sale thereof, which may at any time be deemed to require the act of an Owner or Member,the Owners and Members and each of them hereby constitute and appoint the Association(acting through the Board) as their attomey-in-fact,as may be appropriate,for the purposes of taking such action or doing such acts including, but not limited to, executing, acknowledging and delivering any instruments or documents necessary,appropriate or helpful for such purposes.It is acknowledged that this power of attorney is irrevocable and coupled with an interest and by becoming an Owner or a Member of the Association or by the acceptance of a deed for a Lot or by signing a contract for purchase of a Lot or by succeeding in any other manner to the.ownership of a Lot, or any interest therein, or a Membership in the Association,each Owner and Member shall be deemed and construed to have ratified and expressly granted the above power of attorney. 18.6 Gender. Masculine,feminine and neuter references herein each shall include the others as the context requires. 18.7 Interpretation. Except for judicial construction,the Association,by its Board,shall have the exclusive right to construe and interpret the provisions of this Declaration. In the absence of any adjudication to the contrary by a court of competent jurisdiction,the Association's construction or interpretation of the provisions hereof shall be final,conclusive and binding as to all persons and property benefited or bound by the provisions hereof. 18.8 References to Declaration in Deeds. Deeds to and instruments affecting any Lot or any part of the Property may contain the provisions herein set forth by reference to this Declaration;but regardless of whether any such reference is made in any deed or instrument,all of the provisions hereof shall be binding upon the grantee-Owner or other person claiming through any instrument and 68 0 IIIIII IIIII IIIII IIIII III(IIIIII IIIIII III(III 2gm 75 20�2936 Shelley Vane-Gallatin Co hrt MISC m.as his heirs,executors,administrators,successors and assigns as though set forth at length in such instrument. 18.9 Montana Law. This Declaration, the Articles, Bylaws, Association Rules and Design Guidelines shall be subject to,and construed in accordance with,Montana law. 18.10 Conflicts. In the event of conflict between the terms of this Declaration and the Bylaws, Rules,Regulations,or Articles of Incorporation of the Association,this Declaration will control. 18.11 Right to Use Common Area for Special Events. As long as Declarant owns any property described in Exhibit"A"or"B,"Declarant shall have the right to use all Common Areas,including recreational facilities,to sponsor special events for charitable,philanthropic,and social purposes as determined by Declarant in its sole discretion. Any such event shall be subject to the following conditions: (a) the availability of the facilities for the period of time requested of the Association by the Declarant,provided that the request is not submitted more than six(6)months prior the actual special event. (b) Declarant shall pay all costs and expenses incurred and shall indemnify the Association against any loss or damage resulting from the special event (as per the insurance requirements for such events set forth herein)other than customary use charges that shall be waived; and . Declarant shall return the facilities and personal property owned by the Association and used in conjunction with the special event to the Association in the same condition as existed prior to the special events. 18.12 Enforcement. Each Lot Owner shall comply strictly with the covenants, conditions, restrictions,and easements set forth in this Declaration. In the event of a violation or breach,or threatened violation or breach, of any of the same, the Declarant, the Architectural Control Committee,the Association,or any Lot Owner,jointly or severally,shall have the right to proceed at law or in equity for the recovery of damages,reasonable monetary fines and other sanctions for violations of this Declaration or any Supplemental Declaration hereto, for injunctive or other equitable relief,or all of the foregoing. If any Owner or the Association is the prevailing party in any litigation involving this Declaration,then that party also has a right to recover all costs and expenses incurred(including reasonable attorney's fees and paralegal fees together with any applicable sales or use tax thereon.) Failure by the Declarant,the Architectural Control Committee,the Association or any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so hereafter. In addition to the above rights, the Association and the Architectural Control Committee shall have a Right of Abatement if the Owner fails to take reasonable steps to remedy any 69 • I IN 11111 loll IIIIIII III IIIIII III IIII 2202936 IharleV vanoa-Gallatin Ca Rr RISC ?V.00 violation or breach within 30 days after written notice sent by certified mail.A Right of Abatement, as used in this Section means the right of the Association or Architectural Control Committee, through its agents and employees,to enter at all reasonable times upon any Lot or Structure,as to which a violation,breach or other condition to be remedied exists,and to take the actions specified in the notice to the Owner to abate,extinguish,remove or repair such violation,breach,or other. condition which may exist thereon contrary to the provisions hereof,without being deemed to have committed a trespass or wrongful act by reason of such entry and such actions;provided such entry and such actions are carried out in accordance with the provisions of this Article.The cost thereof including the costs of collection and reasonable attorneys'fees shall be a binding personal obligation of such Owner,enforceable at law,and shall be a lien on such Owner's Lot enforceable as provided herein. 18.13 Term,Termination. Unless terminated as provided in this Section,this Declaration shall have perpetual duration.If Montana law hereafter limits the period during which covenants may run with the land,then to the extent consistent with such law,this Declaration shall automatically be extended at the expiration of such period for successive periods of twenty(20)years each,unless terminated as provided herein. This Declaration shall be effective upon the date of Recordation hereof and,as amended from time to time, shall continue in full force and effect until January 1, 2029, and thereafter shall continue for consecutive periods of 25 years each,unless there is an affirmative vote,not more than 360 days prior to the date otherwise scheduled for commencement of the next extension of the term of this Declaration,to terminate this Declaration by a vote of a Majority of Members at a duly held meeting of the Members,or without any meeting if all Members have been duly notified and if a majority of Members consent in writing to such termination within said 360-day period. This Declaration may be terminated and the Plat may be withdrawn by Developer without the approval or consent of any other Person if such action is taken before any sale to a retail purchaser. Thereafter, this Declaration may be terminated at any time upon a vote in favor of termination, after the Transition Date,by 90%of all of the Members except Developer and by the Developer. Developer may,but shall not be obligated to,release its consent rights under the preceding sentence by recorded instrument. Anything in the foregoing to the contrary notwithstanding,no vote to terminate this Declaration shall be effective unless and until the written consent to such termination has been obtained,within a period of 180 days prior to such vote to 180 days after such vote,from the holders of recorded First Mortgages on 90%of the Lots upon which there are such recorded First Mortgages. If the necessary votes and consents are obtained,the Board shall cause to be Recorded with the County Clerk of Gallatin County, Montana, and/or other appropriate governmental offices, a Certificate of Termination,duly signed by the president or a vice president of the Association and attested by the secretary or an assistant secretary of the Association, with their signatures acknowledged. Thereupon, this Declaration, as of the date of Recordation of the Certificate of Termination(or such later date as may be specified in the Certificate of Termination),shall have no further force and effect,and the Association shall be dissolved. 70 • I III�II(IIII II�II Iilll IIII�III {III II�III III III Pam: 78 of 101 2202936 M6114r Vanua-Gallatin Co RT ntac 7r.00 18.14 Developer's Disclaimer of Representations. Notwithstanding anything to the contrary in this Declaration,Developer makes no warranties or representations whatsoever that the plans presently envisioned for the complete development of the Project and West Winds Homeowners'Association, Inc.can or will be carried out,or that any land now owned or hereafter acquired by Developer is or will be subjected to this Declaration,or that any such land(whether or not it has been subjected to this Declaration)is or will be committed to or developed for a particular(or any)use,or that if such land is once used for a particular use,such use will continue in effect. 18.15 Zoning and Plan. Each Owner,by accepting title to a Lot and becoming an Owner,and each other Person,by acquiring any interest in the Property,acknowledges awareness that the project is an extensive project,the development of which is likely to extend over many years,and agrees,so long as he is the Owner of the Lot,or holds any other interest in the Property,not to protest or otherwise object to(a)zoning or changes in zoning or to uses of,or changes in density of the Property,or(b) changes in any conceptual plan for Property,provided,in either case,the zoning,use,density,or conceptual,development or plan revision is or would be lawful(including,but not limited to,lawful by special use permit,variance or the like)and is not inconsistent with what is permitted by this Declaration(as amended from time to time).Notwithstanding anything to the contrary in this Article XVIII,the provisions of this Article shall be enforceable only to the extent not in violation of any applicable provision of law. XIX.DISPUTE RESOLUTION AND LIMITATION ON LITIGATION 19.1. Agreement to Avoid Liti ag tion.The Declarant,the Association,its officers,directors,and committee members,all Persons subject to this Declaration,any Builder,and any person or persons not otherwise subject to this Declaration who agrees to submit to this Article(collectively."Bound Parties")agree to encourage the amicable resolution of disputes involving the Properties without the emotional and financial costs of litigation.Accordingly each Bound Party covenants and agrees that those claims,grievances or disputes described in Sections 19.2 shall use the procedures set forth in Section 19.3 in a good-faith effort to resolve such claims. 19.2 Claims.Unless specifically exempted below,all claims,grievances a disputes arising out of or relating to the interpretation, application or enforcement of the Governing Documents,or the rights,obligations and duties of any Bound Party under the Governing Documents or relating to the design or construction of improvements on the Properties, shall be subject to the provisions of Section 19.4. 19.3.Notwithstanding the above,unless all parties thereto otherwise agree,the following shall not be Claims and shall not be subject to the provisions of Section 19.4: (a) Any suit by the Association or the Declarant against any Bound Party to enforce the provisions of Article VI; (b) any suit by the Association to obtain a temporary restraining order(or equivalent 71 • I IINII�IIII IIIII IIIII IIN�IIIIIII(IIIII III Ill «202936 M6116Y Vance-Oattattn Co nt NtEC 727.00 emergency equitable relief)and such other ancillary relief as the court may deem necessary in order to maintain the status quo and preserve the Association's ability to enforce the provisions of Article XI and Article XIII; (c) any suit between Owners that does not include Declarant or the Association as a party, if such suit asserts a Claim that would constitute a cause of action independent of the Governing Documents; (i) any claim that the Committee has improperly approved plans for construction of improvements pursuant to Article XI hereof; (ii) any suit in which any indispensable party is not a Bound Party;and (iii) any suit that otherwise would be barred by any applicable statute of limitations. (d) any fine imposed on the Lot of an Owner pursuant to Article 3.23 of the Bylaws by the Board,which shall be governed by the appeal procedures in Article 3.23 of the Bylaws. 19.4 Mandatory Procedures. (a) Notice. Any Bound Party having a Claim("Claimant")against any other Bound Party ("Respondent") (collectively, the "Parties") shall notify each Respondent in writing (the "Notice"),stating plainly and concisely: (i) the nature of the Claim,including the Persons involved and Respondent's role in the Claim. (ii) the legal basis of the Claim(i.e.,the specific authority upon which the Claim arises); (iii) Claimants proposed remedy,and (iv) that Claimant will meet with Respondent to discuss,in good faith,ways to resolve the Claim. 19.5 Negotiation and Mediation.The Parties shall make every reasonable effort to meet in person and confer for the purpose of resolving the Claim by good-faith negotiation.If requested in writing, accompanied by a copy of the Notice,the Board may appoint a representative to assist the Parties in resolving the dispute by negotiation. 19.6 Unresolved Claims. If the Parties do not resolve the Claim within thirty(30)days of the date of the Notice(or within such other period as may be agreed upon by the Parties)("Termination of Negotiations"). Claimant shall have thirty(30)additional days to submit the Claim to mediation 72 �IllllflllllllllllllI `` ?2%2?36 I111ti I�III �I��I�I�I��IIa 0�/28/22M 12:W 8h�ll�y Vano�.C�ll�tln Co MT MIBC Tr,ppl under the auspices of an independent agency providing dispute resolution services in the Bozeman area or to appeal the matter to the Board for a final decision. 19.7 If Claimant does not submit the Claim to the Board or to mediation within thirty(30)days after Termination of Negotiations or does not appear for the mediation,Claimant shall be deemed to have waived the Claim,and Respondent shall be released and discharged from any and all liability to Claimant on account of such Claim;provided,nothing herein shall release or discharge Respondent from any liability to any Person other than the Claimant. 19.8 Any settlement of the Claim through mediation shall be documented in writing by the mediator and executed by the Parties.If the Parties do not settle the Claim within thirty(30)days after submission of the matter to the mediation process,or within such time as determined by the mediator, the mediator shall issue a notice of termination of the mediation proceedings ("Termination of Mediation").The Termination of Mediation notice shall set forth that the Parties are at an impasse and the date that mediation was terminated. The Claimant shall thereafter be entitled to file suit on the claim. 19.9 Allocation of Costs of Resolving Claims.Each Party shall bear its own,costs of mediation, including any attorneys'fees incurred,and each Party shall share equally all charges rendered bythe mediator(s)and all filing fees and costs of conducting the arbitration proceeding("Post Mediation Costs"). 19.10 Enforcement of Resolution.After resolution of any Claim through negotiation or mediation, if any Party fails to abide by the terms of any agreement,then any other Party may file suit to enforce such agreement.In such event,the Party taking action to enforce the agreement shall be entitled to recover from the non-complying Party(or if more than one non-complying: Party,from all such Parties pro rata) all costs incurred in enforcing such agreement or Award, including, without limitation,attorneys'fees and court costs. 73 • 2202936 I INIn NIII IINI Illfl lNll IIIIIII fllll 11l Ill IIII N�"02M ,4 m6P shallay Vanob-Gallatin Co IIT"16C 727.00 IN WITNESS WHEREOF, Declarant has caused this instrument to be duly executed on this day of 2005. Cascade Development,Inc., a Montana TjBy: h, ,"�Jll J hn 1.Dunlap I Its:President ACKNOWLEDGMENT STATE OF MONTANA ) ss. COUNTY OF GALLATIN) On this Q¢9 day of—Sf 2005,before me,the undersigned,a Notary Public of the State of Montana,John M. aDun3 p,the President of Cascade Development,Inc.,known to me to be the person that executed this instrument and acknowledged to me he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal as of the day and year first above written. r K)lz�rr, No Public fLior the State of Montana My commission expires: COL'L" o. n e 5)-dP5 Cc+ ::• ��t� L 1 Npe'••: SE1'AL' : 74 • I IIIII�IIIII II I IIIII IIIII IIIIIII 11114111111111 2 so: 02 a W SM114r vnm.-allalln Co MT MISC 727.00 Appendix A--Fencing Details (I�III IIIII IIIII IIIII loll11111111111111111111111111 22 83 of lei 02936 Shelley vatic.-Q.11aeln Co PIT MISC M.ea a4 0 a O FENCE o ►SOUSE p I1'MAX D O 0 a p i TOO.NNOUSE9 v a � � FENCE C a as 0 f I IIIIII IIIII IIIII IIIII IIIII IIIIIII IIIII III IIIIII)IIIIII 2� 936 Shelley Vanoa-6allatln Co MT MISC 727.00 FENCE r for ° C 10'MAX o • r-- MULTIFAMILY O� 4 .. 7x6 CEDAR — TREATED 4x4 POST SET 1 MM M CONCRETE SASE 6 'ao hb CEDAR :,r n 'SRTh'8ON'FB16 FENCE BRACKET FK GRADE vu ELEVATION 8'-0'OTC.MAX ELAN 11111 IN 1111111111 loll 1111111111113111011111 �20�936 SMlley Vance-"Il.eln Co nr RISC 727.00 Appendix B—Stormwater Detention Pond Details IIIIII III Iilll IIIII Ilill III�I IIIIIIIIIIIIIIIIIII ?z0�936 - 5M111M Vance-Gallatin Co NIT M15C 727.00 tlPLANT POND SLOPES IN CLUSTERS WI IN IRREGUL� SPACING. ON THE SIDES ADJACENT TO WETLAND AREAS PLANT WILLOWS AND ALDERS. ON SIDES ADJACENT TO STREETS OR PARKS PLANT DOGWOOD AND TALL GRASSES INGROUPS. ISLANDS OR CONSTRUCT / PENINSULAS N PONDS PLANTED WITH WILLOW. No DRANAUE SOME PLANTINGS WILL ULM POND WATER INFLOW OR OUTFLOW CONSTRUCT 41.0'WIDE a 0.5' OUIFALL j DEEP OVERFLOW SPILLWAY WATERCOURSE j TO WITH MINUS s'n6' ! RIP-RAP PAD Oe —.. At i/ i A j O INSTALL PVC OUTFLOW PIPE CONSTRUCT YRA' 6*MINUS FOP-RAP INSTALL FLOW PADv., - CONTROL MANHOLE �/ ~a' .c:v �� .�?• �q.' `mac^`�4�\l i f 20 0 20 NO acdo Ieet TYPICAL STOilMWATM DE EMMIN POND S-1.1'-20' STREET.PARK 9 RED OR YELLOW TWIG DOGWOOD.OR NINSL AC AND WF'n_ANO arr GREAT BASIN WRARYE.OR FLAMEE WILLOW ALDER OR TUFTED HAIRGRASS FLAME 3 TOPSOIL AND SEED '•}'i, 5 - 6'MINUS WASHED r 13 MTN{02 WOVEN 1 . WEED FABRIC TYPICAL DETBMM POND SECTION f Not to Sedo a �g e _ WEST WINDS COMMUNITY NW 114 SECT/ON 2, T.ZS., R.NS.E., P.M.AL GALLATIN COUNTY, MONTANA PN OIN,I PIMO � HKMEnglnWngInc. STORM WATER McChesney PNotessional Bldg. 601NiVesTx.,Suile2 DETENTION PONDS BDzemon,MT 59715 (406 Bezel EXHIBIT B OATL HAIL 14 NO PII w Ra odsw.110 a 0,v,*1 0 TOOO NOI E.*—q Inn,M*VM Rw • (IIIII)IIIII IIIII IIIII IIIII IIIIIII IIIIIII(IIIII 220�936 bh�ll�t V�nerO�ll�tIn Cc MT MISC 727.N Appendix C -- Lighting Master Plan and Details ' ��{IIIIIIIIII IIIII IINI illll IIIIIiI IIIII If I IIIIII i ea�ar P��P , of • III lit 220��P ghalley Vance-Gallatin Co rn HISC 727.00 lS 1SMt44 IQM • RSP Round Non-Tapered Steel Poles Pole Shaft The pole shaft Is one piece construction,being fabricated from a weldable grade carbon steel structural tubing which has a uniform wall thickness of 11 gauge(0.1196")steel.The pole shell material shall conform to ASTM A-500 Grade C with a minimum yield strength of 50,000 psi.The pole shaft has a full length longitudinal resistance weld and Is uniformly cylindrical In cross-section with round sides and excellent torsional properties. Base Plate The anchor base Is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi.The anchor base telescopes the pole shaft and is circumferentially welded top and bottom.All welds are performed In accordance with the American Welding Society specification AWS 01.1,latest edition. Bolt Clydis:8,00"Sq.Dlm.:8.00"TAicknees:0.75"Conduit Opening:3.00" Consult KW representative for non-standard dimensions. Anchor Boles Anchor bobs are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi.Four properly shed anchor bolts,each with two regular hex nuts and washers,are fumished and shipped with all poles unless otherwise specified.Anchor bob shalt hove the threaded end galvanized a minimum of 8 inches in accordance with ASTM A-153.Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole,having a nominal 2"x 4"Inside opening,Coated 1'-6"above base,Is standard on all poles.A grounding provision is welded Inside the handhole ring. Finish Standaird-The exterior surface is cleaned with an alkaline rinse to remove surface contaminants and A shot blasted to specifications as published by the Steel Structures Painting Council Standards S5PC-SP10. The exterior surface Is chemically pretreated with an Iron phosphate conversion coating then rinsed with ambient fresh water containing special surfactants and sealers forming a dry tight micro-crystalline coating.A polyester thermosetting powder coating applied to the surface of the subareas to a minimum of 3 mils to standard on all color finishes.The internal surface Including the powder coated area at the base- end Is coated with*AM,,a thermoplastic hydrocarbon resin system specially formulated for application over untreated steel surfaces,to a thickness of 3 mils.The Internal coating shall contain special corrosion RSP inhibitors and Is capable of passing 1000 hours of salt spray exposure(ASTM 5-127). lob Name: West Wlnde __-.i Series:RSP-Round Non-Tapered Steel voles Nominal Height, 25' Base Diameter: 4.0" Gauge: 11 Finish: BRZ-standard-eronze Mounting Designation: DM10 Dulled fort Lum1halre Options: BC-ease cover Malght Pete Shag Handhol• Anchor Bolt soft so 90 100 Ship Typo ( (In.)x(In.)x(R.) Gauge Blze (in.)x(in.)x circle MPH MPH MPH WT. (In.) (in.) (In.) (ft.a) (Ito) (ft.") (tbs.) n25 4.00x25.0 11 11 2 x 4 0.75x30x3 e 7 5.1 3.7 148 RSP2S-4.0-11-BRZ-DM 10-BC Please type your comment below: Drill for Gardco G13 Guliwings ! i ! !.......... r PCA Photacontmi Recepteele only frkwaadw sae{y ta9uw cabal POLY Polycarbonats Beg Lens fiwwmd H8 Internal Housealda Shield 08 Quenz Standby(toerneal SG Sag Glass Lens(rn eau brim gaaq 0Wo 1.10"news.inch to davga,nwlae a moalq m.d..qn d no Mwid almaiA gwdco Lighting 800=1`478e mlballrn as Pon of lbs cwparo mn*4qom"lnpaAmnl breaaa\TM a.L.4q sale.is 2881 Alvo,edo Suest slar337.0900 in Cellrornla ow.Ma by U.S.9—..i.0a.OEaiD4600.The XL obma q-m Is bnlaaaa by U.a oannt San Loandm CA 94577 Fax:5101357.008e ne.W sno'n 4 G.p�pt ea+.a UP:�7:00:aJOc.u R;yu R...n.d U.ommmu coNSye s.o.ae wWw.lAo9ghling.com PIN a tl..+yn w"o.q 1911S17BflIB9a Notes: Job: West Wlnd• Mounting on round pole non-tapered Type: M:= GULLWING Nal G13 AREA LUMINAIRES N=E GENERAL DESCRIPTION; The Utica Gullwing Is an area Iuminalre tleilned by Its sleek praFla lud ruMad construction The houdw b ona-plece. M o'8 diecad eh IN=and mounts directly to a pole or well WNW dla need of a separate support arm.The multifaceted arc4inne dugfeatknp optical systems provide�IES Types 11,III,and IV dlsGbutlons.The door frame Is d nooace dlecaat aluminum and retalne an opdcally clear tempered flat glace lens.The rAmpletety sealed and gaaketed pwaralop Mutlon from molshn.dust and hlsects.The(iOAg klrrilnekse are"bed with a fade and abresbn msista g TOIC po vderosaL ORDERING Z PRERX CONFIGURATION WeTR18uT70N WATTAGE TOLTAQa ptN18H OPMNa '��'� G13 1 2XL 100MH 120 BRP I�'� e of as cAe owe hip the q pwws ooe above.Nab:a.dm lerenee tw e4ht to ma a m Not d o•otkaeont W co*aeson Oe vsk t� FhWtorWabelmIradwkntWk*s* tFor"olkaw¢rtbm,piewamult04be". L� aZr iCONFIGURATION a G13 1S'Auawlna Luminds 1;1 Shale As•wft 30120 Td*st 12W S$j 2 Twin Acsamhly 4 Quad Assembly 2090 7Wn Assembly at 901. W Wall Mount,Recessed J4kx 3 TOO 0 901 W13 Was Moure,Surface C;ndull eRUM 2XL Type 11,Hortwntel Lamp 60HPa aWY►10 dQ f 00(Y 37tL Type III,Horizontal lamp 70HP6 70MH f2WCP/ryvvh=e7 w*edeawsl 10WiPs ir10MN ( "''n01ieoil"p� 4XL Typo N,Horizontal lamp 1a0HP8 17a�; (242TRF fr sso.rM aaso7a) Kris Medium Throw with Boats Lens Muonain a*V (TJ42TRF MN A6e1MNAll. CF CLr"OAW—mW r.roe wd777VaMI 2 AY Ots MD o(Mw r.gdb mtlnlMa irnA • 120 RP Sw=Paint !C- OC g4cVj PM•I1�1 ,. 20 7 :LP Bled Paint CAWs.sdl..AWL 240 WP Whine palm .:dc++auaN 277 NP NattrralAluminlm+Psh Be 347 � iaelabdb) 980 P Fusing pn rro q PTF2 Palo Top Filter•2 are•Die.Ttltgn LF IndJne4n-Pole Fusing PTF3 Pole Top Filter•3.3 1)21 Die.Tamon PC Phatoeoltrol and Receptacle PTF4 Pole Tbp Filter•3112-4'Die.Tenon IWA ww esoV) SPA Square Pole Adaptor PCR PhotocontrolReceptacteonly iR•Wrmw3ftwoj91wwpnW) POLY Polycerbonals Bee Lena ndarmW HS Internal Houseelde Shield as OuamStandby ftoarmw SG 689 Glass Lens fplAwarorpmp ee rr LW^e.ww""ON 1.d"ln.wk*b n.Nlr IM owr.1 R.W.M Wlw Gardcn I.Ighling 60oQ27-07a9 -wh.o...w.1M.cartpNrh-0.uq Pmdwl lnmP...l.n ww:ft nr GllM, "'V4 2661 ANaredo SUM 5114337.6e00 In Celll6mle ;N1~W U.B.p.• "Irn6.�DE9391.eep.TAe XL ap1Md.p.,n I.P..Ikw by ut 061311 gal Lpandm CA e4677 Fax:SIM37.3089 numb?WP04U l b C^.%,121s Ord.tIr1•..,C;X:-M.LA R:7h,C......d C.".ee.✓ce WtMv.eIlNllQhling.c.m 1 A U.'"Cc".ro )911L170/OBOa 1 • 2202936 111 PIII IN1111111 loll 1�III III II IIIII II IIII 09123,T00 208612 GULLW ING ehetlev vanoe-Whatln Co RT RISC TV.00 G13 AREA LUMINAIRES SPECIFICATIONS GENERAL DESCRIPMN:The Gardco Guilwing is an area luminalre OPTICAL SYSTEMS:The segmented optical systems are delUted by its desk profile and rugged construction.The housing is manufactured from homogenous&heel aluminum which has been one-plece,dlecast aluminum and mounts directly to a pals or wait electrochemically brightened, anodized and sealed. The without the need of a separate support arm The multifaceted arc- multifaceted arc image duplicating systems are designed to Image duplicating optical systems provide iES Types 11,III,and IV produce IES Types II(2XL),III(3XL),and IV(01.). The reflector dletrlbutlone.The door tame is single-plow dlecasl aluminum and facets form a conical Ian around the arc tube with each facet retains an optically dear tempered flat glass bras.The luminske Is positioned to be precisely lengent to the top of the are tube. The completely sealed and gasketed preventing Intrusion tom moislure, lampholder Is glazed porcelain with a nickel plated screw shelf. dud and Insecle.The Guifwlre luminaires are finished with a fade and Urals feature porcelain medium base lampholdefs. atrasion resislard TGIC powdmat. ' Fluereacerd luminaires use a Medium Throw retieft with a Softie® HOUSING.A ana-plow dlecast alundnum housing rounds directly to a glass lone(MM). pals or wall witlrotit the need for a eupW arm.The low profile rounded ELECTRICAL:All electrical components are UL recognized,factory form reduces tlweffedtvepm*W area of the kWndretoc*,lilt'. tested,and mounted on a unitized plate with quick electrical disconnect•.Each HID high power factor ballast Is the separate LENS ASSEMBLY:A single-piece diecast aluminum fens frame oorrownenl type capable of providing reliable lamp startling dawn to hinges down from the housing and is secured by a Stainless steel -20(F).Standard fluorescent ballasts are sold state. lanyard and hinge phi. RNISl4 Each standard color lurnctalm recelves a tads and abrasion An opkaly dear,heat and impact resisters tempered ffai glees len s resistant,electrostatically applied.thermally cured,trigiycidal medtanically seared with she retainers. The electrical and optical Isocyamurats(1713IC)textured polyester powdereoat Wsh.Standard chambers its thoroughly sealed with a ono4oce memory retentive colors Include bronze(BRP),black(BLP),white(WP),and natural hclfearcore EPDM gasket to prevent intrusion by moisture,dust,and aluminum(NP).Consua factory for epeco on optional ar arsfom oolors. irseds. LABELS:All Was bear UL or CUL(where q#Icable)Wet Loeatbn labels. 22 1/2, 13 1/2' 67R6 ern 3/.10 am 4 3/4' 8 1/2' iL14 am 21.6a cm '�-- EPA(1P) 1 2 3c4 .8 1.8 2.2 a.,aa LlpAeno mu" ,h-ROW io ah"r m ww,o,moat mo 4#91111 cl Its Pmdw.Weer, 00Id•o LleMlno SM227.0760 neatueaA a Po,d d' _wMwq aeaua I.,e,e.•._p„atin.fro 0,4hno anlgh u 2061 Alvanda St" SIOM57.6900 In Celltamla PgIP,i0 aP vs.ptlnlnw•er 0tl.eal.sea.NXL go""WMh0 [Mdg US P WI nunRw lien Leandro,CA 94577 Fey:5111/35f-0088 m9am. C C¢ynCn 0,raao Upin+n,2MiJy)t anR'Yw Mwa1+.1„ccn•:0rre;ro E.:v.i� WWW.eilooling cam TING A G.-A,Cv,Qan, 19tt517apeG IIIIIIIIIIIIIIIIiIIIIIflIIIIIIIIIIIIiIIIIINiIIIII(III Zz02 fl� Page 1 of 1 Shelley vane-Gallatin Cc MT MISC 727.N Baas i RTSP Round Tapered Steel Poles A C Pole Shaft The pole shaft is a one section design,each section being fabricated from standard 11 gauge(0.11%*) steel.The pole shaft material Is a weldable grade hot rolled commercial quality carbon steel with a guaranteed minimum yield strength of 55,000 psi after fabrication.Each section is one-piece construction with a fug length longitudinal weld and is cylindrical In cross-sectlon having a uniform taper of 0.14 Inches is of diameter change per foot of length. Base Plate The anchor base Is fabricated from Commercial quality tot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi.The anchor base telescopes the pole shaft and Is circumferentially welded top and bottom.All welds are perfomied In accordance with the American Welding Society specification AWS D1.1,latest edition. Bolt Circle:11.0"Sq.Dlm.:11.5"Thickness:0.88"Conduit Opening:7.86" Consult KW representative for non-standard dimensions. Anchor Bolts Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psl.Four properly sized anchor bolts,each with two regular hex nuts and washers,are fumished and shipped with all poles unless otherwise specified.Anchor bolts shall have the threaded end galvanized a minimum of 8 Inches In accordance with ASTM A-153.Fully galvanized anchor bolts are available upon request. Nandhole An oval rely formd gasketed handhole,having a nnominal 4"x 6.5"Inside opening,located at 1'-6" above base,is standard on all poles.A grounding provision Is located inside the handhole ring. Finish Standard-The exterior surface Is cleaned with an alkaline rinse to remove surface contaminants and shot blasted to specifications as published by the Sted Structures Palnting'Council Standards SSPC-SPIO (near white).The exterior surface is chemically pretreated with an Iron phosphate conversion coating then rinsed with ambient fresh water containing special surfactants and sealers forming a dry tight micro- crystalline coating.A polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils Is standard on all color finishes.The Intemal surface Including the powder coated area at the base-end Is coated with XJM,a thermoplastic hydrocarbon resin system specially formulated for application over untreated steel surfaces,to a thickness of 3 mils.The inbemal coating shall contain RTSP special corrosion Inhibitors and is capable of passing 1000 hours of salt spray exposure(ASTM 13-117). [West Winds Series:RTSP-Round Tapered Steel Poles Nominal Height: 39' Base Diameter: 8.1" Gauge: 11 Finish: BRZ-Standard-Bronze Mounting Designation: DM10-Drilled for Luminalre Options: BC-sase Cover Height Pole Shaft Nandhole Anchor Soft soft 80 40 100 Slip Type (R) (M.)x(in.)x(ft.) Size (In.)x(In.)x circle MPH 04PH MP 1IYT. (In.) (in.) (M•) (ft• ) (ft. ) (ft. ) (mom) 39 8.1x2.6x39.0 11 4x6.5 1.00x36x4 11 133 10.5 8 327 RTSP39-8.1-11-BRZ-DM 10-SC we are getting this cut down to 38ft http://www.kwindustries.comlonlinctSubmitSheet.up 3/15/2005 G.Nce UQWQ to ww"M.W,I.b n ei.dlp d..d.dpn.1 A.0.04 MN., Gerdco Ughang 900=7.07311 WdSN9al Yr pun m IN CWOW/4WrS..+q pm6AIkgc Jaen tfeeem.lb.Ou nj chips 1. 2661 Ahwadallimet 61017l7•a000 In Calllornla WM.W by UA P....nmbv 0E8]2 I.G7p,lhu 10 Wdal".-t.P—Wd bf V.S.o.en M~seem Son Leandro,CA 94677 Fat:510/S!7•J096 a C WpeN•G.med�lN�.q:dd•i7'.AI Fp41 dn.wt I,"unr5av'C:;f,•gY 9 r-ed www.mialohong.com �Ov+n Comuo"v 79116r69r01 EMounting Job: West Winds on square pole non-tapered Type; GULLWING . 4;� Ng AREA LUMINAIRES (V d o GENERAL DESCRIPTION; The Gardw GuW&g Is an ems fuminaire dellned by b oleelt proAle and rugged censtructfon.The hou"le onstigece, j tttttttx- diaeast akmlrelm and mounts dEcdy to a pale or wall wMa t the need of a separate Support arm The muPolaoeted are4mape duplicaWtg opleal systems t=■ provide IES Typea I,II,III,IV and V dlstrtilnlals.The door frame ii akple-piece dlecast alumlrwm and r@Wm an o"y deer tempered flat glass lane, +'T The hminelre is completely sealed and geeketed preventing Intnnion from molet m dual and 4tam The GNng l ninahs are Anlohed with a We and ebrwon reAW#TGIC powdomi. rrrrtw ONDCRING PREFIX CONFIGURATION 02TRa mm WATUSE vol."AE FHM OPMNA G18 1 2XL 400MH T20 BRP e4 E,4er the aim coaa hp id epom vas tps For xti Gudco fat-isa , I wa#A s early Not a1 Waelm Sant sad oentbufube ae va•L RsNr is ndr(Mb"laaduflon aril ttrlGdun4,For gwrlMe a txlMea,Dfaaaa O011faa M(Itfaq. CONFIGURATION 1 .� GIs 18'Gulhring Luminedro 1 Single Assembly 80120 Triple at 1201 2 TWin Assembly 4 Quad Aaaembly 2000 TWIn Assembly ateos W WeAMounL Recessed jam —� 3 711ple at 006 Ws Wall Mourrt,Surface CoIWWt 1 7Vpe I,Hofl90nte)Lamp(WA dWw 4011w► 1oow 260PMLIW 150HPS 160F41, 320PSMW MAPS Witbwcras �f 2Xl Type II,NoAmn41 Lamp 175UH 2S sm" 40MPS a 3XL type 114 HoftnonUd lamp 250MH 400P6MM" 6WHP8 fth 4XL AM 7yp•N,Horizontal Lamp �P 4o0MW 750PSMH" 7601'P& WNW" 1000PSMH" Q Type V.Hwlmnml Lamp(WA atim 40MO f.Rsat•a.EOaf atfiPl rtga+.d tltmo&wa • P.F7atM.d.iM Cued wrtrn OQh' Air low wad AW44BOW 11MC a 1bta.v,mret+f hsn arrrpr npMed Win. ?Mae Nafafbwfl0wsrnmc 120 4 Nraea MO as fats! afysuas+,lsnv ^ a.NI�2aNt61 20e I/ f.NlafaNfea Wall" raw wnowwuew 240 17aNfra fa.faoowa.sova ttm 277 ME t Yom� 347 Neer f11f1 aleT00vN 1A0Y•MM Irautowe.uw a enrr►(rtno.t.Mr■.rwy 400 a • __,1/BRP Bronze Paint F Fusing(mwq RPAI 3'Round Pole Adapter OLP Black Paint (WAwahrsDnawfwotp pt.gttioat rWwoda Wotodmtad WP Whim Pettit LF In-UneHrl-Polo Fusing pow""ow QDA h"nor.) NP Natural Aluminum Pelm PC Plrot000rift and Receptacle RPA2 4"end 5'Round Pole Adapter OC Optional Color Pain (,WA anal rsov) Ifr ad.db+•5 OD ane poluty aAata7f+u 4 N oto ttb PCR Photoconbd Receptacle only PTF2 Pole Top Filter-2 3f8"OIL Tenon te6r 8,4011,01 Wait, POLY Polycarbonate Sag Lane(sow ma.) PT1113 Pole Top Fitter•3,3 1R'OIL Tenon moCAAL)m N8 Internal Housaalds Shield PTF4 Pole Top Fmer-3 1)2-4.OIL Tenon Sc Special Color Paint OS Quart:Standby(rw.—t SOPTF Square Pole Top Fitter (6PK4 feeru µatbchb) SG Sag Glass Lane in,dwwsaews) e&Wp4d m"d.A.M 75av and rooaq et"dw Upaha ra-0 It.604 ro date.maon.0 n Idly o.dWp it At omaae WMWI Garden Lrgheng W=27-0758 eoff,Mkn..oaf dIN ronpxnr'imwhrlq PW%K1hWW.ra1ln prepem.7n.Quay dadsn n 2661 Alvatedo etreal SIW357•BODO in CeOlorrlla orttcl.d bt 11.5.p•--m~0E4311.efa.Ta.XL ap1W q-w t.yotu7.a ar V.B.caw. San Loandro.CA 04677 Fax:S1GW7.30ee .ties eaaaa. e era 0.w L4V&9:aa,.:y:,At A 4t A.t"•...t ir�l.n,nmo C: wvw.+SHir,.htlne.cem Ftyie p •rrryr 9!e:N. +a-/.C_4" 79116.96NfC1 • f flllll�it II1111IIII I���II it III IIII IIII�fill 2202936 GULLWING e110114Y V4no.-"11&tln Co RT RISC 727.00 G 18 AREA LUMINAIRES GENERAL DESCRIPTION: The GardooGullwtngisanamluminalm OPTICAL SYSTEMS:The segmented optical systems are defttted by Re sleek profile and rugged construction.The horsing Is manufactured from homogenous cheat aluminum which has boon oneplece,dieeast aluminum and mounts directly to a pole or wall electrochemically brightened, anodized and sealed. The without the need of a separate Support arm.The multifaceted arc- multifaceted are image duplicating systems are designed to image duplicating optical systems provide IES Types I,II,III,IV end V produce IFS Types 1(1),II(2XL),III(3XL),IV(4Xl),and V(0). distdbutons.The door hems Is singl"lece dierast aluminum and With the 2XL,3XL and 01.luminaries,the reflector facets form a relains an optically clear tempered flat glass lens.The luminake Is conical tan around the arc tube wllh each facet positioned to be completely sealed and gasketed preventing h *n from moisture, precisely tangent to the top of the arc tube. duet and insects.The Gullwing luminslres are finished with a fads and The fampholder Is glazed porcelain with a nickel plated screw abrasion resielantTGIC powdercoaL shell Position-oderded mogul base sockets to accept high output WHISIN0:A oneplece diecast aluminum housing mounts directly to a horizontal metal halide lamps are supplied standard. pole orwall without the used for a support arm The low profile rounded ELECTRICAL:AN electrical components are UL recognized,factory fomn reduces the effective projected area of the krminalre to only 12 ff. tested,and mounted on a unitized plate with quick electrical disconnects.Each high power factor ballast Is the separate LENS ASSEMBLY.A single-piece dlecast aluminum lens frame component We capable of providing reliable tamp starting down to hinges down from the housing and is segued by a stainless steel 20(F). lanyardandhingepin, FNIBM:Each standard color lumirwire receives a lade art abrasion An opi o dear,heat and impact raelstant tempered flat glass We Is resistant,electrostatically applied,thermally cured,triglycldal medhenlcafly seared with eight relafnere. The electrical and optical faocyanurste(TG1IQ textured polyester powdercoat fhhirh.Standard chambers are thoroughly sealed with a on"ieca memory retentive colors include bronze(eRP),black(SLP),white(WP),and natural hollow-we EPDM gasket to prevent Intrusion by moisture,dust,and alun*um(NP).Consub factory for specs on optional or custom colors. Irhseas. LABELS:All fixtures bear UL or CUL(where applicable)Wet Location lef>efe, r • 31 1/2' 18' gaol am e6.72cm - 11 1/2' rsm= goal Cn 1— EPA(fP) 1 2 3.4 1.2 2.4 3.2 ONO-u9mag n,anee,M r19h,,w aMnpa-WA41l a ff-Wi the d,wbn eh No p,edw MNmd owdco Lrgheng BOW227-076e heleudW o eon of e,e eamgnyti MMnlry e.edua egow 1 eleOne'The G.Awhg dedpn le 2ee1 ANelsd•Strot a10Be7.M In Cepromhe wevrod W U.&gNwe wmbm DELMAN.D.XL aXkd 4)e 6 pmWgd er vA 0."nNeN hop"". ben Laenem,CA e4677 Fu:3101357.908e O Ggrtye 0r4n Ltnero IeO•IQ%.�e Rpee fbevwd.nem<Icn.'C�I;R��.YKi�+I wMw.tlleliphllnp.eom PING �G+nN�"O"� >DI Il9LGFGL GROUND LUG CONNECT #6 GRD TO LUG GALVANIZED NUTS :& — BUSHING END WASHERS 1' CHAMFER 24' BEHIND CURB DR 12' BEHIND SIDEWALK TROWEL F INSH C;_ T� FINISHED GRADE I 1/4' PVC SHD 40 LONG SWEEP a.� CODUIT RISERS i �' 1/2' PVC CONDUIT FOR GROUND CONDUCTOR `i #6 CU. GRD. N ANCHOR BOLTS - SIZE 8. !�^ ~ -�i : 3/ X 10' L u$N PATTERN AS RECOMMENDED a'. r . X—G CU. LAD i 110 BY POLE MANUNFACURE F,__"___ ° D ; ;Saw h / S al e �� 3 SEE \J2a.►�1.3(,,, . CONCRETE BASE 4' NO. 3 HOOPS 1' O.C. - NO. 4 VIRTICAL BARS SPACED AT 60• .A . 'Ta.1�- • IIINIINIIIIIIIIIIIII ?�®z936 III�INIllllll IIIIIIIIIII Co!It NIBC 09123/28M MOP th•llw vano..0,it.ctn CAST BASE NO.6 AWG BARE GROUND WIRE HANDHOLE OR PIGTAIL EXTENSION SECURED & COVER UNDER ANCHOR BOLT NUT. °•II II . II •III'• II c�- •-}� COPPER GROUNDING STRAP BETWEEN �I ° •II •II II ANCHOR SOL T, CONDUIT & NO. 6 ANG v II II II II °• BARE GROUND HIRE OR PIGTAIL EXTENSION. •• •II • 11 • Moll •- • o ° ° VROtJ�JQ�N� �T��IL I IIIIII�II 11111111 loll 111111111111111111111111ll 22 0�936 z.86P Shelley NaToe-au.tln Co RT MISC 727.00 r rl TREATED POST CARDCO 952 LED EXTERNAL WALL LICHT EACH SIDE PARALLEL TO TRAIL I f ALIGNMENT 60' INTERNAL JUNCTION BOX 30 �}I f CONDUIT TO POWER SOURCE CONCRETE BASE ..MY• ..... q� i TRAL BOLLARD MTAL SCALE NONE Sj T j�y{p T WEST WINDS COMMUNITY —� NW 114 SECT/ON 2, T.2.S., 17 SE., P.M.M. GALLATIN COUNTY, MONTANA XKM Bnpmearir,g mc. McChesney Professional Bldg. TRAIL BOLLARD DETAIL 601 Noes Dr..Suite 2 Bozeman,MI 5971 S 14`use& 17�u FIGURE 3 um.NAR 17.2om mm"No.ot5o ism (xy l»2=Mql LIVE"`4 M Q*ft R�ti6 THE LINE - ONE I CREDIBI 2202936 • Page: M of 101 0l6 12 .rdco Lighting introduces a The diecasl brass base and LED optical system are an integrated 09/2312 :05P component paclge.To replace the LED.simply remove the laceplate. remarkable advance in architectural and snap in a new module.Plug and play Fast.simple,easy does it lighting elegantly built around the III Hill 11 Mllw Van**-Gallatin Co Rr 11r6C 727.00 latest advances in LED(Light Emitting Diodes)technology—the 95 Line. With an integrated lamp and optical system package that relies on a single watt of energy,fhis.minimally scaled `` .Juminafr,ac leves: 'remartsalile . level of:ilfumination.:ln:;pedestrian .�. � .�t�oceugk►far�s;alorlg�stairweys;�,::;� mergericy ligtitirig`'. . ;sittiallons,lhe new:95 Line is. 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Ij^",r levels makes it a very smart, injection molded faceplate. • All other finishes are applied using a liquid polyurethane, The 95 Line presents superior illumination from the power of only one if inconspicuous choice for step UV resistant paint. wall(input walls=2.4).The mounting base is constructed ofdiecasl brass and the rover is molded.high impact resistant,poycarbonaM and aisle lighting. The all-wealhersleplighls are fisted for WelLocations. WATT_ OF LLUMINATt_ON i tThe 95 Line was designed to take advantage of LEDs as its source. Designing around the miniature LED I source results in not only a small, ADA compliant luminaire,but one that provides the necessary light levels Roundl950 Round(950) required from a step and aisle product. AS #5 �y j PFA F' r W.I. r The patent-pending optic uniquely dlstnbutes fight forward and away from the 1onaire piacmq;the Jight on.the a7. `" i wal(cway:oi mtenot"floor•the 95 Line . is op6mally'.P onlyhf8 above..'. r r' 611 �l grade making 11di 21 tof:bbth'interiot � � 3W1 y "Squue(QS3l 1 :�, t Square'(951)_ and ekterlor applidations The graphic to the left illustrates the pattern of light achieved at the 18'mounting height. i I i I f Subtle wall washing is an ancillary benefit of the luminaires. I I IIIIII Nlfl IIIN fhll IIIII I�IIII IINI III Illli IIII IIII 220 93s Shallay Vanoa-Oallatln Co MT MISC 727.N 95 LINE ORDFRIN r. 'REFIX MOUNTING WATTAGE I-, .VOLTAGE LED COLOR FINISH • 950 S=Surface 1=1 watt 120 LEA Amber BLP Black Paint 951 Mount lot 12 LEB Blue Skr&rd rr&rW Color LEG Green BRP Bronze Paint 952 Wall or a WP White Paint LEO Oran 953 Ceiling g LER Red OC Optional Color Paint LEW White Specify RAL designation as shown In the Color Selection Guide ex OC41AL7024 SC Special Color Paint (Must Supply color chip) QS LINE DIMENSIONS 5.62 5.0 1.52 .66 .93 �-3.04 2.35 2.25 950&951 950&951 952&953 WITH ADAPTER Note:Adapter is used when mounting over a 4-0 Junction Box. Product mounts diredly over a 3-0 Junction Box without adapter. 2661 Alvarado Street San Leandro,CA 94577 8DO/227-0758 IIIIIII�IIIIIIIII{�illllllllllllllli Page:0Msa6P 510/357 y90te19�ng3�� . . IINIIIIIIIIIIIH , . tN 1ey worr-Ot istin Co RT III6C 727.00 L I G H T I N G @ Gardao CoWgh12W4 • Gen4t Ttxuras GW UC • A11 Rrphls Raserved • Inlernooml Copyrght Seaued • 7R704-21AM04 Appendix H ��� • � • . N j Return to: DRAFT Islands, LLC PO Box 12037 Bozeman, MT 59719 SUPPLEMENTAL DECLARATION TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR WEST WINDS MASTER HOMEOWNERS' ASSOCIATION, INC. COMES NOW, West Winds Master Homeowners' Association, Inc. ("Association"), a Montana non-profit corporation, of PO Box 1862, Bozeman, MT 59771, and Islands, LLC, of PO Box 12037, Bozeman, Montana 59719 ("Owner"), and supplement the Declaration of Covenants, Conditions and Restrictions for West Winds Master Homeowners' Association, Inc., recorded as Document No. 2202936 in the records of the Clerk and Recorder for Gallatin County, Montana, and all subsequent amendments and supplements thereto (collectively the "Covenants"). WHEREAS, Owner owns all of that certain real property legally described as follows (the "Subdivision"): [TBD— basically the remaining property in Phase 4 and Phase 5 not subject to the Winter Park West or WP East Condominium declarations]. WHEREAS, Owner and Association desire, acknowledge and agree that the entirety of the Subdivision shall be subject to the Covenants, and thereby the authority of the Association. NOW, THEREFORE, the parties hereto agree that the real property constituting the Subdivision is submitted to and shall be subject to the Covenants. Pursuant to Article V, Section 5.5(a) of the Covenants, the Subdivision is made a part of and subject to the terms and conditions of the Association. In addition to the foregoing, the Subdivision is also subject to the following City of Bozeman required conditions: 1. The Subdivision shall be subject to the Snow Storage Plan attached hereto as Exhibit "A." Page 1 of 3 2. All park maintenance shall be performed by the Association and the cost sharing for such maintenance shall be apportioned by the Association as provided in the Covenants. Except as specifically amended or supplemented herein, all terms of the Covenants shall remain in full force and effect. In the event the terms of this Supplement and the Covenants conflict or are inconsistent, the terms of this Supplement shall control. Unless specifically defined herein, all capitalized terms shall have the definition given in the Covenants. IN WITNESS WHEREOF, this Supplemental Declaration to the Declaration of Covenants, Conditions and Restrictions for West Winds Master Homeowners' Association, Inc. is made and entered into on October , 2018. WEST WINDS MAJOR HOMEOWNERS' ASSOCIATION, INC. By: Its: ISLANDS, LLC By: W. Mark Easton Its: Authorized Agent STATE OF MONTANA ) ss. County of Gallatin ) On this day of October, 2018, before me personally appeared , whose identity was proven to me on the basis of satisfactory evidence to be the person whose name is subscribed to this instrument, and acknowledged that he/she executed the same as the Page 2 of 3 of, and for and on behalf of, the West Winds Major Homeowners' Association, Inc. (Print Name: ) Notary Public for the State of Montana (SEAL) Residing at: My Commission Expires: STATE OF MONTANA ) ss. County of Gallatin ) On this day of October, 2018, before me personally appeared W. Mark Easton, whose identity was proven to me on the basis of satisfactory evidence to be the person whose name is subscribed to this instrument, and acknowledged that he executed the same as the authorized agent of, and for and on behalf of, Islands, LLC. (Print Name: ) Notary Public for the State of Montana (SEAL) Residing at: My Commission Expires: Page 3 of 3 Appendix Maintenance Plan Storm drainage facilities will be maintained by both the City of Bozeman and the Homeowners Association (HOA)for the condo development. In general, infrastructure located within the right-of-way or public utility easement will be maintained by the City,the remaining infrastructure will be maintained by the HOA. Curb inlets and junction structures will have a minimum sump depth of 9-inches. The sumps will collect large debris requiring removal. Curb inlets and storm manhole located within the drive areas are within public right-of-ways and/or public utility easements and will be maintained by the COB. The esthetic pond areas will collect sediment over time. While the ponds are not required to meet City stormwater management standards(because the project is served by an existing stormwater pond to the north), pipe inlet and outlet areas will need to be kept clear to maintain flow and adequately drain the ponds. The east pond collects drainage from within the condo lot areas only and is expected to accommodate minimal sediment once the landscape areas have been stabilized. The west pond collects runoff from Road A and is expected to accumulate sediment that will need to be removed to keep the inlet and outlet pipes clear. A trash rack is to be provided on the inlet of the outlet pipe and should be kept clear of sediment and debris. The outlet pipe flows to an outlet control structure adjacent to the west pond which utilizes an orifice for flow control. The sump in the outlet structure should keep sediment from clogging the orifice but will need to be cleaned periodically. Small pipes will connect the pond areas;the pipes are susceptible to clogging and will need to be kept clear of debris. The HOA will be responsible for maintaining the landscaped pond areas, keeping the pipe inlet and outlets clear of debris,and maintaining the outlet structure as described above. Pond overflow paths in the landscaped areas should be kept clear as required to maintain drainage to the outlet chase. The overflow paths and landscaped side of the outlet chase will be the responsibility of the HOA. Before final stabilization is reached for all landscape areas, structures and pond areas will need to be visually inspected for sediment and debris collection. The areas should be inspected in the spring and every few months during construction of the condo structures as additional construction related debris is collected. After final stabilization of landscape areas and once construction is complete, inspections may be reduced to once in the spring. The developer will be responsible for sediment and debris control during construction. The maintenance responsibility will transfer to the HOA as areas are landscaped and stabilized. Appendix j nn� 1 1:21nn emo =nu HAYSTACK Matthew Madsen, MPH DEVELOPMENT To: City of Bozeman Community Development 104 E. MAIN ST. SUITE 206 From: Trever McSpadden PO BOX 1793 cc: Islands, LLC PO Box 12037 Bozeman, MT 59719 BOZEMAN, MT 59771 406.570.3830 Date: September 21, 2018 www.haystackdevelopment.com Re: West Winds SW Affordable Housing Plan Matthew, We are forwarding for your review, an Affordable Housing Plan for the above referenced subdivision proposal. The content of this plan is outlined below and includes the application forms along with the supplemental information necessary to facilitate your review. The items are as follows: Development Review Application Form (Al) Affordable Housing Plan Application Form (AH) West Winds SW Subdivision Lot Index Affordable Housing Unit Building Plans Please feel free to contact me with any questions that you may have and let me know if you need any additional materials. . Thanks. * MT • BOZ E MAN Community Development Al DEVELOPMENT REVIEW APPLICATION 1. PROJECT Development Name: West Winds SW Subdivision Description: 73 Lot Residential Subdivision (72 Residential Lots + 1 Open Space Tract) 2. PROPERTY OWNER Name: Islands LLC Full address: PO Box 12037 Bozeman, MT 59719 Phone: 406.581.9644 Email: mark@eastonconcrete.com 3.APPLICANT Name: Islands LLC Full address: PO Box 12037 Bozeman, MT 59719 Phone: 406.581.9644 Email: mark@eastonconcrete.com 4. REPRESENTATIVE Name: Trever McSpadden c/o Haystack Development, Inc. Full Address: PO Box 1793 Bozeman, MT 59771 Phone: 406.640.6020 Email: trever@haystackdevelopment.com 5. PROPERTY Full Street Address: 3270 Breeze Ln., 1553 Windward Ave. & 1345 Windward Ave. Full Legal Lots I h 2 d Bloch I and Lot I of Block 4 of the Amadeo Rat of lot I and Lot 2 of Bloc.I and Lot I of Block 4 of Wost Wnda S,Nivbion Ph.4 and Lot I of Bloch 3 end Lot I of Block 4 of Wort Nods Si1Mi,i o Ph 5, Description: Current Zoning: R-3 Current Use: Vacant Community Plan Designation: Residential Development Review Application Al Page i of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: I Presentation of submitted plans and specifications Overlay District: ❑ Neighborhood Conservation ❑ Entryway Corridor None Urban Renewal ❑ Downtown ❑ North 7th Avenue ❑ Northeast 0 None District: 6. STATISTICS (ONLY APPLICATION TYPES 2-12,17,24 AND 26) Gross Area: Acres: 10.98 Square Feet:478,289 Net Area: Acres: 8.02 Square Feet:351,529 Dwelling Units: 72 Nonresidential Gross Building Square Feet: N/A 7.APPLICATION TYPES Check all that apply, use noted forms. Form Form ❑ 1. Pre-application Consultation None ❑ 17. Informal Review INF ❑ 2. Master Site Plan MSP [118. Zoning Deviation None ❑3.Site Plan SP ❑ 19. Zoning or Subdivision Z/SVAR Variance ❑4. Subdivision pre-application PA ❑ 20. Conditional Use Permit CUP ❑ S. Subdivision preliminary plat PP ❑ 21. Special Temporary Use STUP Permit ❑6. Subdivision final plat FP ❑ 22. Comprehensive Sign Plan CSP ❑ 7. Subdivision exemption SE ❑ 23. Regulated Activities in RW Wetlands ❑8. Condominium Review CR ❑ 24. Zone Map Amendment(non ZMA Annexation) ❑9. PUD concept plan PUDC ❑ 25. UDC Text Amendment ZTA ❑ 10. PUD preliminary plan PUDP [126. Growth Policy Amendment GPA ❑ 11. PUD final plan PUDFP ❑27. Modification/Plan MOD Amendment ❑ 12.Annexation and Initial Zoning ANNX ❑ 28. Extension of Approved Plan EXT ❑ 13.Administrative Interpretation AIA ❑ 29. Reasonable Accommodation RA Appeal ❑ 14.Administrative Project Decision APA Q 30. Other: Appeal ❑ 15. Commercial Nonresidential COA CCOA ❑1 6. Historic Neighborhood NCOA Conservation Overlay COA 8.APPLICATION FEES AND MATERIALS A. Fees are to be provided based upon the adopted fee schedule FS. Contact our office for an estimate. Development Review Application Al Page 2 of 3 Revision Date 01-04-16 Required Forms: Varies by project type Recommended Forms: IPresentation of submitted plans and specifications 0 • B. Application materials shall be submitted for each application as shown in the specific guidance and checklists that is provided for each application type. A common development review application form and common notice materials may be provided for an application that includes more than one application type. All other application materials shall be submitted for each individual application type per the project guidance and checklists. 9. CERTIFICATIONS AND SIGNATURES This application must be signed by both the applicant(s) and the property owner(s) (if different) for all application types before the submittal will be accepted. The only exception to this is an informal review application that may be signed by the applicant(s) only. As indicated by the signature(s) below, the applicant(s) and property owner(s) submit this application for review under the terms and provisions of the Bozeman Municipal Code. It is further indicated that any work undertaken to complete a development approved by the City of Bozeman shall be in conformance with the requirements of the Bozeman Municipal Code and any special conditions established by the approval authority. I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project. Further, I agree to grant City personnel and other review agency representative's access to the subject site during the course of the review process (Section 38.34.050, BMC). I (We) hereby certify that the above information is true and correct to the best of my (our) knowledge. Certification of Completion and Compliance - I understand that conditions of approval may be applied to the application and that I will comply with any conditions of approval or make necessary corrections to the application materials in order to comply with municipal code provisions. Statement of Intent to Construct According to the Final Plan - I acknowledge that construction not in compliance with the approved final plan may result in delays of occupancy or costs to correct noncompliance. COPY Applicant Signature: Printed Name: Owner Signature: Printed Name: Owner Signature Printed Name: If signing as a corporation, please provide the title and position of the individual signing on behalf of the corporation. Attach separate sheets for additional owner signatures. CONTACT US Alfred M.Stiff Professional Building phone 406-582-2260 20 East Olive Street 59715 (FED EX and UPS Only) fax 406-582-2263 PO Box 1230 planning@bozeman.net Bozeman, MT 59771 www.bozeman.net Development Review Application Al Page 3 of 3 Revision Date 01-04-16 Required Forms: I Varies by project type Recommended Forms: I Presentation of submitted plans and specifications �T BOZEMAN Community Development AH AFFORDABLE HOUSING PLAN APPLICATION The City of Bozeman's Affordable Housing Ordinance requires that any new subdivision development, site plan or annexation of 10 units (single detached or attached townhomes) or larger are required to submit an Affordable Housing Plan. This application is to be submitted in conjunction with a development plan. Please also provide a site plan highlighting the proposed affordable housing lots. 1. PROJECT DESCRIPTION Development Name:West Winds SW Subdivision Description:73 Lot Residential Subdivision (72 Residential Lots + 1 Open Space Tract) Property Owner Name: SID716 LLC Full Address:20 W. Haley Springs Rd. Bozeman, MT 59718 Phone: (406) 581-9644 Email: mark@eastonconcrete.com Applicant Name: Islands LLC Full Address: PO Box 12037 Bozeman, MT 59719 Phone: (406) 581-9644 Email: mark@eastonconcrete.com Representative Name:Trever McSpadden c/o Haystack Development, Inc. Full Address: PO Box 1793 Bozeman, MT 59771 Phone: (406)640-6020 _ Email: trever@haystackdevelopment.com Property Full Street Address: 3270 Breeze Ln., 1553 Windward Ave. & 1345 Windward Ave. Full Legal Description: Lots 1 &2 of Block 1 and Lot 1 of Block 4 of the Amended Plat of Lot 1 and Lot 2 of Block 1 Current Zoning: R-3 Current Use: Vacant Community Plan Designation: Residential Affordable Housing Required Materials Page 1 of 7 Revision Date 04-06-2018 Required Forms: I Al, AH I Recommended Forms: �T • BOZ E MAN Community Development AH 1. QUANTITY AND TYPE OF AFFORDABLE HOUSING UNITS The City of Bozeman's Affordable Housing Ordinance requirements: - 10% of all units must be built lower priced (70% AMI) or - 30% of all units must be built moderately prices (90% AMI) or - A combination of lower priced and moderately priced home to meet the requirements Townhomes Detached Homes Total Total Units in Development 30 42.0 72 Market Rate Units 24 42.0 66 Lower Priced Units - 10% of Total or 6.0 0.0 6.0 Moderate-Priced Units - 30% of Total 0.0 0.0 0.0 Fractional Units (Cash-in-Lieu) 1.2 0.0 1.2 When entering numbers into the above table, if required number of units is as a decimal, the developer/builder has the option to round up to the next whole number of units or pay cash-in-lieu to cover that partial unit. - Example:(14 total units = 1.4 lower-priced, build 2 or build 1 and pay .4 * Cash-in-Lieu Rate) 2. CITY OF BOZEMAN MAXIMUM HOME PRICE & CASH-IN-LIEU SCHEDULE - 2017 AMI Pricing for homes in the Affordable Housing Program are set annually and are based off of the US Department of Housing& Urban Development's (HUD) annual Area Median Income (AMI). 2018 Maximum Home Prices Studio 1-2 Bedroom 3+Bedroom (1-Person HH) (2-Person HH) (4-person HH) Lower-Priced Home-70%AMI $151,346 $173,291 $216,589 Moderate-Priced Home-90%AMI $204,558 $233,936 $292,297 2018 Cash-in-Lieu Rates Formula Townhomes Detached Homes (Median Market Rate Sale Price - Lower-Priced $229,374 - $173,291 $314,407 - $216,518 Home Sales Price) Cash-in-Lieu $55,453 $97,889 2018 Fractional Fee Scale in Dollars .1 .2 .3 .4 .5 .6 .7 .8 .9 1 or 2 bdrm 5,545 11,091 16,636 25,607 27,727 33,272 38,817 44,362 49,908 3+ bdrm 9,789 19,578 29,367 39,156 48,945 58,733 68,522 78,311 88,100 Affordable Housing Required Materials Page 2 of 7 Revision Date 04-06-2018 Required Forms: I Al, AH Recommended Forms: T • BOZEMAN ' Community Development AH 3. ELIGIBLE INCENTIVES (CHECK THOSE THAT APPLY BASED ON PROPOSED UNITS) ❑ Expedited Permit Review (All AH) ❑✓ Reduced Minimum Lot Sizes (All AH) �✓ Down Payment Assistance (70% AMI Sales Price & up to 80% AMI Buyer) 0 Impact Fee Subsidy (70% AMI) ✓� Simultaneous Construction of Housing and Infrastructure (70% AMI) Reduced Parking (70% AMI) �✓ Reduction of Parkland (70% AMI) Explain the incentives being requested: 1. Expedited Permit Review:A request to expedite the review, construction and subsequent delivery of the 6 affordable housing units (70%AMI)early in the project(projected start date of November 2018)as indicated in 4.1 below. 2. Down Payment Assistance: A request to allow future buyers access to this program and up to$10,000/unit of financial assistance. 3. Impact Fee Subsidy:A request to offset the overall cost of construction for the 6 housing units(70%AMI)upon delivery. 4. Reduction of Parkland:A request to account for the amount of parkland improvements-in-lieu required to satisfy the parkland dedication required by subdivision. 4. AFFORDABLE HOUSING PLAN The Affordable Housing Plan must include answers to the following questions. 1. Explain the timing of the delivery of the affordable homes in relation to the market-rate homes in the development? The 6 housing units will be included in the first stage of site development,tentatively scheduled for November of 2018 upon recording of the final plat. The applicant is estimating a construction period of approximately 8 months with considerations given to the weather establishing a delivery estimate of June 2019. As noted above,the applicant is requesting expedited plan review to facilitate this objective. As proposed,the affordable housing units will be sold concurrently and in proportion to the sale of unimproved lots and/or market rate homes. Affordable Housing Required Materials Page 3 of 7 R v s o Dat 04-06-2018 Required Forms: I Al, AH Recommended Forms: �T !� BOZ E MAN Community Development AH 2. Construction of affordable homes is required to be consistent with the makeup of the rest of the homes in the development. What is the mix of 1, 2 and 3+ bedrooms among market rate units and how will the affordable homes that are being proposed match with that? Townhomes Detached Homes 1 BDR 2 BDR 3+ BDR 1 BDR 2 BDR 3+ BDR Total Market Rate Units 18 6 14 28 66 Lower-Price-Units 6 6 Moderate-Priced Units Note: Housing products are assumed for the purposes of this plan. Individual lot development may vary over time. 3. Explain the construction plan for the affordable homes in the development including any timelines for the projects As noted above, the objective is to begin construction of all 6 of the affordable housing units as early as possible.The applicant will begin construction after the recording of the subdivision plat and upon receiving a building permit. Tentative estimates include a start date of November 2018 with an 8 month construction period and a delivery estimate of June 2019. 4. Does the site have any unusual features (terrain, wetlands, rock outcroppings, streams, etc.) a. List any unusual features here. The site does not include any unusual physical features. Affordable Housing Required Materials Page 4 of 7 R v so Dat 04-06-2018 Required Forms: I Al, AH Recommended Forms: BOZ E MAh?T • Community Development AH S. Are there any other special features within the development (how does the project meet the green building/renovation guidelines, cottage housing, common open space, dedicate parks, etc.)? a. List any special features here. These homes will have access to the various park improvements that have been made to facilitate the implementation of the West Winds Master Park Plan. These improvements were required as part of the subdivision process and include the completion of the trail corridor north of Winter Park Street that extends to Public Park#4 where the installation of a new tot-lot will be completed in 2018. 6. Explain the marketing plan for the sale of the affordable homes in the development. If you are going to be working with any partners, please list them here. (Possible partners include HRDC, the City of Bozeman, etc.) The applicant will be working with both the HRDC and the City of Bozeman to market and sell the 6 affordable homes proposed with this plan. Strategies include the following: 1. Promotion of the available units on the Multiple Listing Service (MLS); 2. Detailing the affordability restrictions per the City of Bozeman Housing Rules;And 3. Utilization of the HRDC housing programs such as Homebuyer Education, Down Payment Assistance, Home Ownership Counseling and Homebuyer Certification based on City of Bozeman eligibility criteria. 4. Production of distributable marketing materials to facilitate outreach to eligible buyers through the City of Bozeman and the HRDC. Affordable Housing Required Materials Page 5 of 7 R v s o Dat 04-06-2018 Required Forms: TAI, AH Recommended Forms: *T BOZ E MAN Community Development AH 7. Plan for the construction of Affordable Homes in a phased development. The Affordable Homes being built need to be consistent with the market-rate homes in development. If the exact number of units in a phased development is not known, the developer may estimate the total number of affordable homes (if not a phased development, do not fill out this part). Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Studio/1 Bedroom 2 Bedroom 3 Bedroom This subdivision is proposed as a single phase. 8. If Affordable Homes are not being built there may be two alternatives: a. Cash-in-lieu may be used as an alternative means to satisfy the requirements of the Affordable Housing Ordinance (1922). Approval must be received from the Affordable Housing Program Manager. Cash-in-lieu will be determined at time of application based on the current AMI for the area. (describe cash-in-lieu plan below if requesting this option): Cash-in-lieu is being requested for a portion of the overall obligation to account, in part,for the challenge of delivering an odd number of units (7.2)in a 2-unit product.As a result, the applicant is proposing a cash-in-lieu amount of$117,467.00 based on the following formula: $97,889.00 (3+ BR Rate) +$19,578.00 (3+ BR Fractional Rate at.2 units) =$117,467.00 b. Land-donations may be used as an alternative means to satisfy the requirements of the Affordable Housing Ordinance (1922). Approval must be received from the Affordable Housing Program Manager. Land donation values and amount will be determined at time of application based of the current AMI for the area. (describe land-donation plan below if requesting this option): Not applicable to this request. Affordable Housing Required Materials Page 6 of 7 R v s o Dat 04-06-2018 Required Forms: A1, AH Recommended Forms: �T It BOZ E MAN Community Development AH 9. The submission of a final affordable housing building permit form (AHB) is required in addition to other required documents at the time of building permit application. 10. 1 hereby certify and attest to the following: a. I am an authorized representative of the property owner/developer b. I understand that this AHO plan, when approved, will become part of a recorded development agreement in which I will agree to comply with all requirements of the AHO ordinance and Administrative Procedures including but not limited to: i. Requirements for design, timing of delivery, marketing and sale of AHO Homes ii. Required AHO prices and maximum qualifying incomes of buyers that are in effect at the time of marketing and sale of the homes and the requirements for timing and amounts of payment of cash-in-lieu and or acceptance and transfer of donated property. Submitted this the day Of--, 20 by Signature of Developer, Owner or Representative Date Printed or Typed Name City Staff Recommendation for Approval of the AHO Plan (to be signed only for the final AH plan) I hereby recommend this AHO Proposal for approval by the City of Bozeman COPY Signature of Affordable Housing Program Manager Date Printed or Typed Name Signature of Community Development Director Date Printed or Typed Name - - - - - - --- - - - — - - - -CONTACT US - -- - - - - - -- -- - — - Alfred M.Stiff Professional Building phone 406-582-2260 20 East Olive Street 59715 (FED EX and UPS Only) fax 406-582-2263 PO Box 1230 planning@bozeman.net Bozeman, MT 59771 www.bozeman.net Affordable Housing Required Materials Page 7 of 7 R v s o Dat 04-06-2018 Required Forms: I Al, AH Recommended Forms: S BREEZE LAN�TE LOT 1 LOT LOT LOT LOT LOT LOT 8 9 10 11 1 * 18 LOT 1 ` 2 F` 3ty 1.5f. . L t .. .. c- 'c IF AFFOROA13LE AFFORDABLE AFFORDABLE AFFORDABLE HOUSING LOT HOUSING LOT HOUSING LOT HOUSING LOT 3 • LOT LOT LOT LOT 7 12 2 17 LOT 2 4 LOT LOT LOT LOT LOT 5 6 13 3 16 LOT 5u, 7 3 4 aw3 6 LOT I,p-r LOT LOT S 14 4 " lg - _ LOT e. 5.tupf a r.�`,i 9 2 LOT LOT LOT LOT LOT LOT 4 15 14 j •• is"' - `C` ., < LOT 'a- r^ 9 .r•� I LOT LOT LOT LOT u' 3 16 6 13 X LOT 10 ,. T i - 11 LOT LOT LOT LOT LOT 17 12 LOT jc_a^ ,r,, :.Q'1' > 12 AFFORDABLE AFFORDABLE r a �,+J HOUSING LOT HOUSING LOT N ' > c LOT LOT IAT LOT LOT LOT N' LOT 1 18 8 9 10 11 LST 13 • ?vy`, - - - 'FSi •o .S."9 ?,�7. 6.i:2' '� \ F Y. 14 L T LOT 16 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT , 4F5 3,�'f5 c,a3 E'6� :.14'7 .147 5 G F 1 I'753� f'4 It NNTST O K STREET IZ f iI I: Y DDDDD T 0 40 80 120 t.. .r• l: I Date[ 201 8-06,8 SCALE % WEST WINDS SW 0 / see, SITE PLAN E A S T O N BOZEMAN, MONTANA Al -0.1 1.=40'_0 TRUE AFH SITE PLAN NORTH F)FVFI OPMFNT ` ........... EE - - - - - - - - - - - I - - - - - - - - - - --- - } OWNER/BUILDER ABBREVIATIONS VICINITY MAP AB dYly bdt OWG dawxp HT hr4z Pc pv..acR• STN ztnro eutrim ABV able OWFi o>twa f?iG � PEW p.rtaatr a bff. EASTON DEVELOPMENT .A WrrbcYvW e.nlW canner E MY HVA .OwooO PERM PM�'°>rr STO Yaepa > la•war w.aeaw cr AD, HVAG n..:..rczaadr cantlizm P.— STR an W s 19!NTREPID DRIVE AFF .bwwe krW+df I— EA aed P prat lrmata $UGP adgrgo c _ BOZEMAN.MT 59718 AM Wav . EHO Y.enc tiro tlry.r G 'roa O'r^K°r N PLAS wL II plw 406.SB7.O806 ALU Ym E ( per ln..l re.t 5 v a..eW W T EL NSUL 40-1 PLPb T T NTARCH Nll awn L.rw�ln unr _'e n•o• sLEc v[.ar PNL _ Inc � arAbonal r.aO.Aal nay Wrld TB vwd yr ASPH a Ph.a EPDM Yezbmenc rtart%Tara •A/ PNT ym I W; TO Tans coca ^ � BUILDER- AC rr pxrazpnp EO ax,a PR yr TEL ),I.ptlora rureu)mc•L ' AVG ay.epe EOPT .oubnt•nt �� qa PSF PI—Ii,Par.buar.bd THE Rfdtiraad 7 EWc ww--1.eaobr PSI pals.Par..+.n Ircl TO IODd c t COMPANY SO l—d EXIST R qrc PTD --0yp.ra. TOO Iop drxnw.a BA ER LANE �u••'•'�•'•f e ADDRESS BLOCa azltln0 EXH O.taU.t PM d yrtaw TOS ba BOZEMAN,MT.$9718 ELK aarol KIT kapvn WNOLVARG wVE bbck E. aranw KO kl a P c paM'rr9'I dYwxla TOW by d w•r Pl10NE4 BU<G tzackn9 PVMT pII— TPD brd papzr dlynaer PROJECT LOCArON BO byw�d FC ft— PWD pywoatl TA+ ua year naltl.r > BOT bafmrir FD eoordbn L I�w''upa TR zr.pMY»dw BREEZE LANE BR ybOOrtl FOTN burtlaon LAB IY]w.twy TB tub.aMlw`_ it ERG y.ro FE en uzrpaYw L V irmat.Itli OT au.ryab TV twvbw DAMS LANE Ilk a ..L• u SITEDETAILS BUR W—pras— rc M FFC bcbry rnN,ru�l � �tl R a.r,r.lu T;G bnpV.ap 9bOe WEST OAK STREE e � FFE finalvtlttopr.I.vabn LBL leb.l WA r.nrn rr = C —I FIN — LF AnNt f.et % rlm.yr IJBC uzbnn bularp mo. � E CAB narot FLO 'snoop LL IwaIPW RCP rabaw cetYp pen La —IO ountl.bc.t i TOTAL FOOTPRINT 19B4 GSF ZONING R3 CB ytU+yzln FLA now lr+01 LT 1ps RD rod wrn tx nder�wnrn Yborebry TOTAL LOT AREA 7493 SF PARCEL N LOT 8 b 9 OF BLOCK 6 OG tarrw OVartl FLUFi npwrrcerc LWC Ipew�x O° — RE rY.any L1N0 Irzap rblW pevnvrw TOTAL LOT COVERAGE 28% OCCUPANCY. R-3 CTR c.+ur FNO lemma n.pkn d.p.raar R, rYnpaebr � FLOOR AREA RATIO. TBD CONSTRUCTION TYPE TYPE V CI art ron FNV f.mdro napkn wropr MA.S r °n'y AG rany VCT IV wnpnabn 6W FIRE SUPPRESSION' NOT-REQUIRED c., aonPa font F. tan d oorb-w MMAAXL nr,w! 'nal W RiEG VE JRRIGATON REOUdaEO CLG crop FOF f.a.d Mrn MC rn.Olcra y0rlel RE:NF rs ou(a) ,R vapor ra.ryr www sr - CL dozer FOM feyd ma.anry RE OD rp d MECH rrwtnzmc(.9 CLA Baer larval FOS ley- REV rwnpr(a.r.wsw W ws wOe,wC.� wr.mcr ZONING M'NIMUM MAX:iNUM LOT CMu cmw.a natOr.yVM FFiMG h MTL natal Lwm•zr »nu O..r•zr MAXIMUM PROPERTY SETBACKS .rrrM MFR rtmWlufadva Ir WC' rraotrn+0 1 r w[F DSTRICT R-3 AREA COVERAGE HEIGHT CMA wbor:rrorony alarm FT bw 1 FIo r wC ardyet FRONT REM SAE GARW)E co dawn at FTG bozo RO oupt•aPanrp WO woos r i 5 COL yll•k• FLIT hula ROW REOUIRED 3.ODO UNABLE SF 5076 FOR TOWNHOUSE 3$-O'ABV EX.GRADE 15-0' 20 FEET 5 FEET 20 FEET COJC der MIsc rrWcYaraan RS 0d WWFF N wkfe tbrge k s OONST ew+aruplon ML mcrtl.n RUB rwyr WG wn Olaf ACTUAL 6,742 LIVABLE SF NA 0-O'ABV EX.GRADE OOMPUEO coAPUED COMPLIED NA CCNT aw+orwdwanzrkn GA 9.Oa OZL10. MM6 r+tambrarIVILD r0 RW an9erabr wra.n Y.n wro ninon N CORR aarnaw GAL 0~ MO tne.anry oPrwlO Wo —I CPT c.petf.n GB or.,,w S .ow WP wa.prodore) NOT TO SCALE CSMT czz.rrnnt GC 9en.alCd+.a1 MOV n1P.•.W SA •roL Y.m WR wvmrq dnww CT me t1. GOO W.0.tlod apernr MT maat(WI"IVi &A z pM WWF waytlw.f-- CY d m cxY. GI g~..d ran MW mKKOwM oven SAG rnperx)atl aaprit PItl Cw ebe+r.w.Yler GL den deap Sc "0 ao. AREA ANALYSIS ONe °�°"" "'°°"° "T ^' PROJECT SQUARE FOOTAGE OBL yule GV p.—.W D noon dan Mn)wlp fouNrn Oypoln NIC S OF GYP ^ro^bed AWNSECT .Odlan LEVEL NA NA TOTAL OH tlotW Iz1W AOM l^Y SEC zone: MS rot b au)a SQUARE FOOT; A9 Oefrted by ANSI Z765-2003 LMdble floor area as DIAL d.9anY SHTO rnrplrq meesure0 frOnl exterior LSmensld6 irtOhOng thdcnaSe Of all wells,Interwr and UNITA 992 SF 0 SF 0 6F 9WSF DIAM azmet. HAS yW W rldbr aw OBS ab.nl. V. Ymbr D. yran.ion(19 HB r1o..abb SN •rw exter-,exaWrV firepISCO burtlp-ouls,mwhar l somea.garage Spaces, UNIT B o92 SF 0 SF 0 SF 9925E pay cc on yra.(a and urifirkshed baSerrl9rlt and)'or aMC ap-.. tlMa.rs. HBD IfaNbpara 00 barrla. am pap Olapara. DL yW Wd HC pzow opr. SPEC iiR r .tbn NA 0 SF 0 SF 0 SF OSF OFD overnov wrn OJ tlO.vl HCP Mnaaap 9atl;, OH —1— SMR rPMker NA 0 SF 0 SF 0 SF OSF tlr.n doowi HOR MrAn ORO DFI tlod HOW hartlw.. � SSK Mnny.rlk 0.. AUGUST 1,MIS tlawn.pat HM bruvm.lY GPH appa.e^ 55 WEST WINDS AFH UNIT GROSS SO1)ARE FOOTS Total buKLng area as measured lr m extenOr NA 0 SF 0 SF 0 SF OSF OPP 1-6 dimerlSionS Inc Wl thckrless Of all walls,ntenOr and exterior. Twher Ical Ow OTLyYr w IbrI2wY1 ST `.Y R9ep♦ 1st 1 00 rt0 Ow aa+w•slr riP ron.Powr sTD nyra 9paCe5,gerBpB SpaC%.and acCeasrbla Lwl-fiahao poets'Goes NOT irlCJude TOTS 108A SF 0 Sr 0 6F 1994 OSF O 8.aPeceS,peace and degka ROOFTOP lXT.KB 0 SF 0 SF 0 SF OOSF 1*000 PAMOS(NOT INCLUDING WALKWAYS) GGSF E A S T O N BOZEMAN, MONTANA COVER SHEET DEVELOPMENT SITE MANAGEMENT NOTES INSULATION SPECIFICATION GENERAL NOTES EROSION AND SEDIMENT STOP CONTROL -- - -- - -_ INSULATION SCHEDULE :. EASTON DEVELOPN.ENTt$NOT RESPONSIBLE FOR ANYUMWVTHORQED CHANGE$MADE TO THESE DRAWINGS. 1. RIS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAMANA COMPLIANT JOB SITE IN ACCOPOANCE R-VALUE WITH THE COB STORM WATER DEPARTMENT,AND MDEO CAVITY 2. ALL CONSTRUCTION INCLUDED UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH ALL APPLICABLE MNIMI.M FEDERAL,STATE b LOCAL CODES. OCYA%0.S, S THE N CONTRACT REC AU-BE RE ONLY ANY APPLICABLE 2. GENERAL COMPgOTOR IS RESPONSIBLE FOR PROVIDING A STABALIZED CONSTRUCTION ENRAGE TO THE SITE. BLOWN IN INSULATION OBTAIN OR ALL NECESSARY A Y REVIEW COMMI ABLE THE ISPRODGENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ROOFS OVER HEATED SPACES 4n9 OBTAINING ALL NECESSARY PRANKS APPLICABLE TO THIS PROJECT 3. GE!-EARL CONTRACTOR SHALL INSTALL APPROPRIATE EROSION CONTROL BIvP'S AS NEEDED BEFORE START OF CONSTRUCTION. EXTERIOR WALLS R-2o FIBERGLASS BATE INSULATION WU 6 ML-VAPOR BARRIER 3. GENERALO ALL PROCEDURES SSET FORTTION MANAGER AS WELL A$NINE- AL GOVERNING SHALL FAMILLAR VATS 6 CCMPLV TO ALL P ROX-CT IT I SET FORTH BY FEDERAL,RA STATE.AND LOCAL COVED FU N FURNISH ALLAGENCIES AFFIDAVITS. THE a CONTRACTORS SHALL SANITARY SECONDUCT THEIR WORK E SUCH A.U-NNERMATE THAT ALL SOIL,FUELS.OILS.BITHE PRDOUS RECOIVMEINDED 4-SLOWN IN CELLULOSE-DAMP SPRAYED OR EOUVALEM MINERAL RBER BATT SOUND CONSTRUCTION TIRCOTIDN OF THIS PROJECT IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO Y APPLICABLE ALL AF ESIGN O MATERIALS,PREVENTED SANITARY SEWAGE,AND OTHER.WATER MATERIALS ARE CONFINED O LRESE THE PFIOJECi INTERIOR WALLS _ 1NStLATION CEgTFIDATc$,6REPORTS THAT MAY BE RECUREDBY ANY ALL AGENCIES INCLUDING ANY APPLICABLE DESIGN OR UMIT$AND PREVENTED FROM EMERINOSTORMSWWERE.WATER COURSES.RIVERS.LAKES OR RESERVOWS ARCHITECTURAL REVIEW COMMITTEES UPON REOUE ST FLOORS OVER UNIfAMD SPACES R-30 6'MIN.OF SPRAY APPUED POLYURETHANE INSULATION 5. THE STRUCTURE GRAMS SMALL PLACE A FILTER OR BARKER COMPOSED ALL STRAW,STONE,FILTER FABRIC ON ALL FEES,TAXES.PERMITS,APPUCATgNE,RESPONSIBILITY F INSPECTIONS,AND THE FILING OF ALL WORK SEDIMENT TION I UHE ORATES OR OTHER APPROVED UCTION OPERATIONS ARGRDALL DRAINAGE COURSES TO PREVENT FLOORS OVER HEATED SPACES 312'MNERAL f18ER GATT INSULP.TON IN FLOORS OVER HEATED SPACES FOR SOUND W1M COVERVMEMAL AQENQE$SHALL 8E THE RESPON9SUTY Of THE CONTRACTOFI REDME THESE IL THESE AREAS AFTER TE. COIMENT ND ISFROM ARE COMPLETED, OR CONTRACTOR GE INSULATION REMOVE TERSE FILTERS AND CLEAN ALL THE. SEDIMENT AND DEBRIS FROM.THE CATCH BASINS OR OTHER DRAINAGE 5. ANY AMBgDTTOTGSCREITECIMME CONFLICTS DISCOVERED TER OUGHT ME USE OF MESEDRAWINGS STRUCTURES � BASEMENT WALL R-1Y1B R-:BBETT WSILATION-WHERE STUD SAY EwST535'-2'POLYURETHANE TAPER ELSEWHERE SHALL U REPORTED TO ME ARCHITECT HALL RELJ E IE FAILURE TO PROVIDE NOTICE TO THE ARCHITECT PRIOR TO ANY SUSSEOUEM CONSTRUCTION ACTIVITY STALL RELEVE'REE AgCM1TECT OF ALL LIABILITIES/WOOF ANV OTHER 8. SEE SITE DETAILSFURTHERS ARMSRECOMMENDED6EDMEM STOP INSTALLATION GC TO COORGNATE WITH CIVIL ENGNEFA LD R-20 coc sFRnv wcUEDroLYWEie!a�E v+W,tc*gl+>�n.xovwvL\vruoPD)BLuuEi N9u4rr}Hcgq:[HED To ctooF,w: CONSEOl1ENDE. OR COB FOR ANY FURTHER SWARMS REOIMREMMS AND BMA$ CRAWL SPACE WALL R-15/:9 3'16 EPMv cGPUEDc¢YIHEiHAUE yELLATO:�A.p YmLWAIApREDBLu4REr IiSVATOR CIyrEHED TDFLODR)OAST 6. CONTRACTOR$SHALL COMPLY•ATM ALL CONSTRUCTION DOCUMENTS,INCLUDING OUTLINE SPECIFICATIONS. T. INTRODUCED DRAINAGE FEATURES SHALL BE NATURAL APPEARING,DESIGNED TO EMULATE INDIGENOUS UNDER CONIC SLAB R-10113 1 YOF'NCFr SPRAY APPLIED PDLYLAETRANE INSULATION WITH VAPOR BARRIER BELOW M 2 RIGID ^.n CO NOT v`.q c ORA\: .M FOLLOW DIMENSIONS AS PER BANS NOTIFY ARCHITECT OF ANY CONFLICTS SYALES AND WASHES AND SHALL CONFORM TO ALL DRAINAGE EASEMENTS. INSUAATION W/TAPED SEAMS AND VAPOR BARRIER BELOW. 7. SPECFICATIONIS MD DRAWINGS INDCAM FINISHED STRUCTURE.BUILDER SHALL SE RESPONSIBLE FOR & A'STORM WATER POLLUTION PROTECTION FLAN'(SWPAPI AND PERMIT IS RECURED FOR ANY PROJECT WHICH CONSTRUCTION METHODS,PROCEOURES,AND CONDITIONS ONCU."NG KX SAFETY),EXCEPT AS SPEGFALLY THE AREA OF DISTURBANCE IS GREATER THAN 1 ACRE FURTHERMORE.TIE GOVERNING DEVELOPMENT MAY REWFM A INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS. SVRFP REGARDLESS OF SIZE OF AREA OF DISTURBANCE. MOTIFS 8 ALL WORK SHALL.BE ERECTED AND INSTALLED PLUMB,LEVEL.SQUARE.TRUE,AND IN PROPER AUGNMENT 1. ARCHITECTS REDOMME"NDATIDN FOR ALL EXTERIOR EAVES AND RAKES TO RECEIVE MIN.OF 3'BLOWN N POLNUTIETHAME INSULATION UNLESS NOTED OTHERWISE. 9. THE GENERAL CONTRACTOR SHALL BE FIESPON98.E FOR CORRECTIONS OF WOW.FOR WORK INSTALLED IN 2 DEDUCT ALTERNATE AS APRROJED BY ARCHITECT TO REFACE 4•SPRAY APPLED POLYURE7ANE INSUATION AT CONFLICT WITH THE CONTRACT DOCUMENTS.AT NO EJ6ENM TO THE ARCHIT ECTSTAGING NOTES EXTERIOR WALLS WITH AN R-11 MINERAL FIBER BATT OVER TOP OF 2'SPRAY APPLJED POLYURETHANE NSIJLATKXN 3 ARCHITECTS RECOMMENDATION FOR BASEMENT FLARING WALLS TO RECEIVE 3S'BLOWN IN POLYURETHANE R O PRIOR TO MATERIAL FABRICATION.SHOP ORAWINOS SHALL BE SUBMITTED TO THE ARCHITECTIENGNEER FOR INSULATION IN PLACE OF R-19 BATT. CONFORMANCE TO DESIGN,REFER TO NOTES BELOW ON SHOP DRAWINGS'AS WELL AS STRUCTURAL ENGINEERS 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING FINAL APPROVAL FROM ANY APPLICABLE ARCHITECTURAL OEDUCT ALTERNATE AS APPROVED By ARCHITECT TO REPLACE 2°NCO SPRAY APPLED POLYURETHANE INSULATION GENERAL NOTE$FOR FURTHER NFORMATIOIN:THE CHECKING OF SHOP DRAWINGS BY THE ARCHITECT OR ENGINEER REVIEW COMMITTEE FOR ALL CONSTRUCTION STAGNG IN TIE RELD PRIOR TO CONSTRUCTION. UNDER CONCRETE SLAB WITH 2-ROLY-60CYMHURATE RIND FOAM INSULATION. IN NO WAY RELIEVES THE CONTRACTOR OF FULL RESPONSIBILITY FOR ACCURATE COMPLETION OF THE WORT(AS 5. GENERAL CONTRACTORTO PROVIDE COST COMPARISON FOR SHOWN-W WET CELLULOSE PRODUCT TO REFACE A DRAWN 0 SPECIFIEDLANE BOUNDARIES AND GEED 2 THE CONTRACTORGENERAL EASEMENTS IS RESPONSIBLE FOR KEEPING ALL CLEARING AND EXCAVATION WTTHW EXISTING PROPERTY BATT INSULATION IN EY.TERIOR WALLS AND FLOORS ' 6. AT q MMNAM,ALL INTERIOR WALL$$ETARATNX'BEDROOM$AND.IOR BATLPOOv6$HALL BE INSULATED AS 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY REVISIONS OR ALTERATIONS TO THE CONSTRUCTION SPECIFIED ABOVE T IS STRONGLY RECOMMENDED THAT ALL INTERIOR WALLS BE INSULATED GENERAL SITE NOTES STAGING RAN PRIOR TO CCNSTFk.CipN B. FOAM INSULATING SEALANT AT ALL WINDOWS AND DOORS, BUILDING FCOTRRfNT SHALL BE LOCATED BY A CERTIFIED SURVEYOR 8 TO BE RENEWED AND APPROVED BY A, THE CONTRACTOR 6 TO INSTALL STRAW BALES N AODMON TO SILT FENCE AT LOCATIONS OF POTENTIAL RUN- OWNE IARGaTECT BEFORE COMMENCING WORK OFF INTO WETLAND AREAS AS INDICATED ON SITE PLAN. 2. CONTRACTOR SHALL REMOVE ALL VEGETATION.TREES.STUMPS.DEBRIS AND EXISTING STRUCTURES. 5 ANY DAMAGE TO THE EXISTING ROAD\MAY,INCUDNG THE ASPHALT SURFACE,SHOULDER GRAVEL.ROADSIDE INCLUDING PAVEMENT,SIDEWALK,BUILDING FOUNDATION,ABANDONED UTILITIES AND EXISTING TOPSOIL IN ALL DITCH.EXISTING CULVERT$,AND E=TIND VEGETATION AND EROSION CONTROL MEASURES SHALL BE REPAIRED BY THE AREAS OF DEVELOPMENT. GENERAL CONTRACTOR TO THE SATISFACTION OF THE DEVELOPMENT 6. GRAVEL CONSTRUCTION ENTRANCE IS M SE CONSTRUCTED WITH A MIN.OF 2-OF 3,A�SCREENED ROCK TO 3. DD NOT DISTURB SITE BEYOND CONSTRUCTION LIMITS AS SET FORTH:WITHIN THIS DRAWING SET. COVER ALL DRIVEWAYS.PARKING.AND LAY DOWN AREAS TOM PLACED AT$TA RT OF CONSTUCTON.AND A 4. ALL SUlBACES OISTURSED DUPING CONSTRUCTION SWILL BE REPAIRED AND OR RE-LA IOSCAPED AS SET Woo"M1ENCIATION OF A MN-OF(BT MINUS 3'PTRUN OVER A M0MCHNCAL SEPARATION FABRIC FORTH N THE LANDSCAPING RAN OR TO MATCH EXISTING WHERE NOT NOTED.SUCH THAT THEY BECOME T. ANY USE OF MIRY RRE HYDRANT IS PROHBTED FOR USE BY ANY OTHER THAN THE GOVERNING FIRE INDISMOAS ABLE FROM ADJACENT LNGSTUREIED NATURAL AREAS DEPARTMENT. - 5. NOTDETOALLODNRNCTORSMDSUBCOMRACTOR6:PRoZINATRA.VEGETATO RO N.TERRAIN. CKS, 8 ALL WASTE SMALL BE CONTAINED ON SIM AND PROPERLY DISPOSED OF AT PROJECT COMPLETION.FURTHER. I� RADON SYSTEMS ETC.FROM STUCCO.PANT,MOORING FOAK CONCRETE OR OTHER DAMAGE BY COVERING WITH PLASTIC OR AS CONCRETE WASHOUT WITHIN THE ROADSIDE DITCHES IS STRICTLY PROHIBITED RECAREO.PROVIDE A4-a HIGH BARRIER WITHINBUILDING ENVELOPE(WHEN APPICABLE).KEEP MATERIALS AND WORKMEN WIT1 IN THE FENCE M 4 N 1EVENT DAMAGE TO NATURAL TERRA AND VEGETATION, THE COST OF 9. GENERAL CONTRACTOR IS TO PROVIDE ONE LOCATION FOR CONCRETE TRUCK WASHOUT.CONCRETE WASHOUT RECLAIMING OR REPAIRING ANY DAMAGE DUE TO NEGLIGENCE WILL BE AT THE CONTRACTORS/SU8CONTACTDR6 WITHIN THE ROADSIDE DITCHES IS STRICTLY PROHIBITED EXPENSE, -ND.E RADON R.AN TO BE SUBMITTED.BY CONTRACTOR.TO ARCHITECT FOR 10 ALL MATERIALS AND EOUPMENT STAGED ON OR OFF SITE SHALL BE PROTECTED FROM WEATHER DAMAGE. REVIEW.RADON MEASURED IN ROD CURRIES PER LITER PCA NRNED 6. ANY AREAS EXTENDING BEYOND THE I M BUILDING SIT E THAT ARE DSTL/AI DURING CONSTRUTI CON - PC41L-ACTION REOIARED LEVEL INCLUDING BUT NOT LIMITED TO,DRAINAGE FACT ITES AND UTILITY(SEWER,WATER.ELECTRIC.TTC.1 TRENCHES -2 DC1 -ACCEPTABLE LEVEL LL$HA BE RESTOREDTHEIR TO NATURAL STATE. -2PCIL>RADON LEVEL GOAL T. ALL TRADES SHALL BE RESPONSIBLE TO COMPLETE SITE INVESTIGATION TO IDENTIFY SCOPE OF MATERIALS TO FIRE SUPPRESSION BE REMOVED AND NEW MATERIALS PEOUREO TO MATCH EXISTING CONSTRUCTION OFRRF«IPTFAT EYFTFM 6. ALL PROPERTY AND SUILGNNG LINES AS WELL AS ALL SPOT ELEVATIONS SUCH AS TOP OF FWD IN RELATION TO I. FIRE SUPPRESSION SYSTEM IS UM REOURED.SPRINKLER SYSTEM DESIGN AND LAYOUT SHALL BE FOUNDATION WALL-ALL CONTROL JOINTS,ISOLATION ONTB 6 OTHER EXISTING GRACE.SHALL BE MELD VERIFIED AND APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION. SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO COMMENCING INSTALLATION JOINTS SHIGILE,RE CALKED WITH AN ELECTROMETRC SEALANT SUCH AS 9. HOUSE ADDRESS MKAPOND:A HOUSE NUMB SH ER ALL BE DISPLAYED IN A PROMINENT MANNER.80 THAT IT IS 2. FRE SUPPRFS610N ENGINEER OF RECORD SHAWL M CONTACTED BY GENERAL COMRAACTOR TO PERFORM PENETRETO NE CAULK DAMP PROOF FOUNDATION LUAU.AND SEAL ANY REASONABLY VISIBLE TO ENABLE EMERGENCY VEHJGES TO LOCATE THE RESIDENCE ON-SITE OBSERVATION VERIFYING THE INSTALLATION IS IN ACCORDANCE WITH BANS PROVIDED PENETRATIONS MRI]UGH THE WALL BL CRAWL$PACE SHEETING TO BE HIDHH-0ENBT'CROSS-LAMINATED To. ALL RETAINING WALLS TO HAVE DRAIN TILE SURROUNDED BY 3'A•CRUSHED GRAVEL WRAPPED IN GEoMxrLE POLYETHYLENE COLOR TO BE WHITE.OVERLAY W.EPOM RUBBERIZED BEHIND WALL AND WEEPS LD 4-0 OC,(TYA.REFER TO SOILS REPORT MDR FURTH EPI INFORMATION. ROOFING MEMBRANE AT HIGH TRAFFIC AREAS AND ALONG EXPECTED TRAFFIC LANDSCAPE ROUTES.OVERLAP SHEETS BY 12-AM SEAL SHEETING USING A 12-NUKE BEAD OF CAUX WIRE BRUSH 12'ABOVE CRAWL$PAADE POOR TO REMOVE UTILITIES spa DF PLASTIC TO WALL @ 12 ABOVE CRAWLSPACE FLOOR 1. LANDSCAPE CONTRACTOR SHALL.RENEW GEOMCHNICAL REPORT PRIOR TO INSTALLATION.CORES OF REPORT AVAILABLE UPON REOL.EST.RE:AR CHITECT.OENERAL CO NIRECTOROWNER. CONTRACTOR SHALL CONFIRM WITH EACH APPLICABLE AGENCY THAT ALL UTLITES(SEWER,POWER. SEAL AROUNDALLVERTICALPENETMTONSSEALFLCOR-TOWA JOINTS. WATER,ETC.)ARE LOCATED AS SHOWN AND THAT SEWER TAP IS LOW ENOUGH TO SERVE ALL PLUMBING DRAINS 2, REFERENCE LANDSCAPE PLAN FOR ADDITIONAL LANDSCAPE NOTES SEALCONTROL JOINTS. 2. CONTRACTORS SHALL NOTIFY LTLTY LOCATOR A MINIMUM OF(3)WORKING DAYS PRIOR TO COMMENCING 3 ALL LANDSCAPENG IS TO BE INSTALLED PER COB.PLANTING STANDARDS. AIR HANDLING SYSTEMS IN CRAWLSPACE M MAINTAIN CONTINUOUS POSITIVE WOK(TO DETERMINE HOW RESPECTIVE UTILITIES WLL BE EFFECTED BY CGNSTAUCIg I. PRESSURE WITHIN THE DUCTWORK THIS IS TO PREVENT RADON FROM BEING DRAWN INTO THE DJOTYADRIK AND THEN DISTRIBUTED THROUGHOUT THE 3. ALL UTILITIES ARE TO BE BURIED.AND SHALL COMPLY WITH ALL FEDERAL.STATE.AND LOCAL ORDINANCES HOUSE \ NCN 4. UTILITY ROUTING AND CONDUIT TRENCH LOCATIONS SHALL CONFORM.TO ALL APPLICABLE BUILDING CODES GEOTECHNICAL REPORT NOTES ODIA�.MRETREA CORRUG�✓ATED AND4 PEFF TEO COL�iEC ON AP 55,ICA AA STRIP WITH REFERENCE TO HORIZONTAL AND VERTC/L SEPARATION OF OEOTEMLE ORAN MATTING ON THE SGL AT ME RISER LOCATION 5. ELECTRICAL METER SHALL HAVE THE ABILITY TO BE READ REMOTELY BY POWER COMPANY NOTES REGARDING THE GBOTECHMCAL REPORT PROVIDED HERE ARE IN NO WAY INTENDED TO SERVE AS A SUPPLEMENT BENEATH THE PLASTIC SHEETING. TO THE GEOTECHNICAL REPORT.IT IS REQUIRED THAT THE GENERAL CONTRACTOR AS WELL AS ANY APPLICABLE SUB ACCESS DOORS AND OTHER OPENINGS OR PENETRATIONS BETWEEN FLOORS 6. WATER SUPPLY LINE SHALL BE I la CO POLYETHYLENE AND 8-0 BELOW GRADE UNLESS NOTED CONTRACTORS RECEIVE AND REVIEW THE GEOTECHNICAL REPORT. AND SS DOORS AND OT ER OP SHOULD RE CLOSED-IONSGAS BET EE OTEERUMSE. OR OTHERWISE SEALED TO PREVENT AIR LEAKAGE, EXCAVATION A RJLL GEOTECHNCAL ANALYSIS AND REPORT HAS BEEN PREPARED FOR THIS PROPERTY BY:ALLIED FnKI FERIX LABEL RISER AT ALL VISIBLE LOCATIONS 80 T IS NOT CONFUSED WITH ANY OTHER PLUMBING.LABEL PLASTIC SHEETING TO STATE THAT THE PLASTIC SHOULD NOT BE REMOVED AND.IF CUT,IT SHOULD BE PATCHED OR 1. ANY EXCAVATION SHALL BE CONDUCTED N ACCORDANCE WITH RECOMMENDATIONS SET FORTH IN I. SURFACE 6 SUBSURFACE DRAINAGE SHALL CONFORM TO THE GEOTECHMCAL ENGINEERS RECOMV.ENDATK)NS REPLACED.ARTIER CONSTW/CTION IS COVA.EMD.INSPECT THE SHEETING GEOTECHNICAL REPORT. AS SET FORM IN THE REFERENCED GEOTECHNICAL REPORT. FOR DAMAGE AND REPAIR AS NECESSARY. 2. FINISH GRADE SHALL BE A MINIMUM OF 81NDHES BELOW WOOD FRAM NG AT BUILDING EXTERIOR. 2. PROPER DRAINAGE SHOULD BE PROVIDED IN THE FINIAL DESIGN AND DURING OONSTRUCTION.THE ARCHITECT PROVIDE FOR FUTURE FAN IF NEEDED,FAN CANNOT BE INSIDE THE LIVING SHALL BE NOTIFIED OF ANY ISSUES OR CONFLICTS NOT ACCOUNTED FOR WITHIN THESE DRAWINGS OR THE REFERENCED SPACE OR CRA LSPACE FANS ARE MOST OFTEN LOCATED IN ATTICS OR 3. FINISH GRADE TO SLOP AWAY FROM STRUCTURE FOR A MIMMUIM DISTANCE OF 10-0 AND AT A MINIMUM GEOTECHNICAL REPORT GARAGES(UNLESS THERE IS A LIVING SPACE ABOVE THE GARAGE.)FANS SLOP OF 1:1 O AND A MAXIMUM SLOPE OF 12 UNLESS NOTED OTHER WISE.-GEOMCHMCAL REPORT TO SUPER'CEDE REOURE A 30-NCH VERTICAL RUN OF PPE FOR INSTALLATION.FANS REOURE ANY FURTHER CON FUJ . 3. WE PREPARATION PROCEDURES AND FOUNDATION EXCAVATIONS TO BE OBSERVED BY THE GEOTECHMCAL AN UN$WTCHED ELECTRICAL JUNCTION BO%. ENGINEER TO ASSESS THAT THE AMOUATE BEARND CONDITIONS EXIST AND THAT PLACEMENT OF ENGINEERED FILL HAS A. THERE SHALL SE AN EVEN SLOPE BETWEEN NEW GRADES,UNLESS NOTED OTHERWISE.MEET EXISTING BEEN PERFORMED SATISFACTORILY.IF THE SOIL CONDITIONS ENCOUNTERED DIFFER SIGNIFICANTLY FROM THOSE GRADES AT A MAXNLXM.SLOPE OF 1-0-VERTICAL TO 2-0 HORZONTAL AND A RECOMMENDED SLOP OF I-0 PRESENTED N THE GEOTECHNICAL REPORT,SUPPLEMENTAL RECOMMENDATIONS MAY BE REQUIRED. - VERTIOALTOIO-V HORIZONTAL.ALL FINISHED EARTH GRADES TO BE I•BELOW AD.WCENT WALKS AND DRIVES n POSITIVE CAP.PNAGE SHALL BE FRONDED GIBING CONSTRUCTION UWDMAMANED THROUGHOUT THEELLFE OF UNLESS OTHERWISE NOTED DITCHES TO HAVE SMOOTH CONTOURS TO FAGL.ITATE USE OF LAWN MOWERS WHIERE APPLICABLE. THE PROPOSED DEVELOPMENT,INFILTRATION OF WATER INTO UTILITY OR FOUNDATION EXCAVATIONS MUST BE PREVENTED OUPoN1G CONSTRUCTION. , 5. THE UNDER FLOOR GRADE SHALL BE CLEANED OF ALL VEGETATION AND ORGANIC MATERIAL.ALL WOOD FORMS USED FOR PLVACI CONCRETE SHALL BE REMOVED,AND ALL CRAWL SPACES SMALL BE CLEANED OF ALL 5. VEGETATION.REMOVE ANY EXISTING VEGETATN,ORGANIC TOPSOILS,DEBRIS AND PINY OTHER DELETERIOUS CONSTRUCTION DEBRIS BEFORE STRUCTURE IS OCCUPIED. MATERIALS FROM THE BUILDING AREAS.THE BUILDING AREAS ARE DEFINED AS THAT AREA WITHIN THE BUILDING FOOTPRINT PLUS 5 FEET BEYOND THE PERIMETER OF THE FOOTPRINT ALL EXPOSED SURFACES SHOULD BE FREE OF MOUNDS AND DEPRESSIONS THAT COULD PREVENT UNIFORM COMPACTION. 6. FROZEN SOILS SHOULD NOT BE USED AS RILL OR BACKRLL, T. EXISTING SOILS REMOVED AT BUILDING FOOTPRINT!EXCAVATION MAY BE REUSED IN LANDSCAPE AREAS,AS . LONG AS IN ACCORDANCE OF THE REFERENCEO GEOTECHNICAL REPORT. 8. ALL IMPORT FILL AND ONSTE BACKRLL SHOULD D SHOD BE APPROVED BY THE GEOMCHNAL ENGINEER,WHERE FILL IS TO BE PLACED,LOOSE OR OTHERWISE UNSUITABLE MATERIAL SHOULD BE REMOVED PRIOR TO PLACEMENT OF NEW FILL 9. GEOTECMNSCAL ENDNEER OF PCORD SHALL RE OOMACTED SY TIE GENERAL CONTRACTOR AT COMPLETION OF EXCAVATION AND PRIOR TO ANY FILL BEING PLACED TO PERFORM A RENEW OF EXCAVATION AND SUBSURFACE SOL CONDITIONS IN COMPARISON WTTIH THE FNDINGS IN THE GEOME ICAL REPORT. /L ® Dea. AUGUST 1,2018 WEST WINDS AFH UNIT RADA "I"oo $HOD, E A S T O N BOZEMAN, MONTANA A0.01 GENERAL NOTES DEVELOPMENT ROW -- ------- -�I S I- I � f -—- - ' • BREEZE LAN�TE - - I LOT ------ ------- r------ ----- =- - - --- --------------- ---------1 LOT LOT ----- ------------- LO I i y_ 10 11 i 1 18 i LOT i 2 I I. 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W V EROSION CONTROL NEW GRADE LINE DRANTILE .... PREVIOUS GRADE LINE L] WATR—WATR NEW WATERLINEa'/�!`h'.K SNOW MELT LOCATIONS - EX SS—EX SS NEW SEWER LINE ® ASP-LT • UE--JE--UE NEW ELECTACAL LINE CONCRETE FO—FO—FO NEW PHONE LINE SNOW STORAGE BREEZE LANE CONCRETE SIDEWALK \ m 53.00' m o 53.81' o �;. 51 .811 S5.00 \ * CD 11 1 'NItN 3dOlS l6Z 1/, Z 'NNV 3dOlS — �' N"3dOlS%Z �� �� - �I/ T+ y r� �0.7T 3CSS9G�� EASEMENT ~rn i;�- is�w I-r�I•_r I L SIDE SET Z =2d=3IUNIT A UNIT B j -r �• �o �° 'A'++ LOT 8'' 'LOT 9 +% .,_ I 3 LOT 10 I LOT 1 1 N� I TR G !>5• u- "E G r _ _______ „__-___- - , o A8 BLOCK 6 I BLOCK 6 o 1BLOCK 6.____----'- -- -- - BLOCK 6' G _ I o S Q I o �I ~3,727ft2" - 3,766ftj 0 3,626ft2 3,867ft2 I I� 0 SIDE SETBACK �9 I y_ 2%,SLOPE M-. ••1 1 2%SLOPEMN. + _I 2%SLOPE MW. 2%SLOPEMIN D33 I ; En 0 .................... > -- - - ---- . I ......................... 53.81 '• I 51 .81' I 55.49' 53.49 I �I I I I I SITE PLAN TRUE 1/8•=1'-D' NORM D.A. AUGUST 1.2018 WEST WINDS AFH UNIT 00 E A S T O N BOZEMAN, MONTANA Al -0.1 SITE PLAN DEVELOPMENT T E H 33-2• I t 1 33-2' - 3'-3' I 15'-1• 1 12'-4• 5' 0• 12'-4• 15'-7• I3'-3' r.o.P.BB-e T.O W 100-O T.OF 96-4� TO-100-0 /1 r — — — — — — — — — — — — — — l \TOF BB- r — — — — — — — — — — — — — — — z:rdl:• : i0 I I 1 I I I I I ,I'', In GENERAL NOTES: 1 ALL C—E'SIONS ARE TO W ANNG UNLESS NOTED OTHERWISE. 3 1 1 I I I 2. CENTER ALL DOORS ABOJ WALL SPACE UNLESS 3 TIE GENERALCONTRACTOR ANDIOR WNOOW -•;t.a" I I I I I I SUPPLE LL PO R SHA BE RESPONSIBLE FOR INSURING O I I 1 I I I THAT SAFTEY CLASS IS PROVIDED WHERE APPLICABLE PFgV10E CRAWL I 1 I I PROVDE CFwWi I IN ACCOWANCE WITH 2O12 RC SECTION R306.4 I I SPACE ACCESS 1 1 I I SPACE ACCESS A I RADON I TIGATION SYSTEMS SHALL BE INSTALLED I ( 1 I I I UNDER ALL CONCRETE SLABS.(T'P) I I I I I I I I 5 ANY AND ALL POST AND BEAM SIZES SHALL BE J 1 I I i I I I I I NonFFYY AARRCHTECCT WITH F—o DISCREPANCIES ISCRREPA TRUCTURAL LIES MP)) r I I 1 I 1 1 8. WAIEA SIIDPLY Ov.SA TO SE LOCATED ON NON- I I r I I I I I I 1 I I TO F 98-4 o- VISOBE SIDE OF TONET TYP) I 00 o- ITOF Be A' I I 1 I I I I I I O I I 1 I I I i I I I I I I C KEY NOTES: ^ I I I I 1 I I I J) I I - - — - - —L I - — - - 1-4 1 I - I -I— - - - — - _ iD N �T T - Y' j - - —, i- —1- �1 J 1 I I cv 1 I I I I 1 I I I I I I N I I I I I I 1 I I I I I I I I 1 I I I I I i I I WALL&COLUMN LEGEND - 1 CONVENTIONALWOOD WANNG STANDARD THC0E5S 2.UN.O CONCRETE WALL L _ I I I J I I I - - J I .STANDARD THRCINESS B'U.N.O. EXPOSED STANED CONCRETE o 4 -VERIFY STAN AM FINISH WITIR NCH. - - I - - - - - - - - - - r- - - - - - - - - -, - - - I I — _ J L cmSTONE MASONRY TYPE A -STANDARD THICIQ-1ES50F B V.N.O. I I I NOCATES ARCHITECTURAL WOOD COLLAR) ..`--..•.. •,.. .. ...•:..._'.:,.�•. ."`. (WOOD TYPE A U.N.O.) '.•�I4.12•" I I I :-._ip[12:.•�:'-.,.:•. I I ® Ov000 TYPE A2 U.N.O.)VERIFY SZE NDCATES STRUCTURAL WOOD COLLNIN M O GRADE WITH sTRUCTURAL DRAWINGS. TYP) NOICATES STRUCTURAL COLUNN. VERIFY SRE AND TYPE WfTH STRIICiL/AAL 3'-3' 1 5'-1' I 12'-4' 5' 0' 1 2'-4' is,-1' ( 3'-3- h 33-2. I I33'-2' - 66'-4' PROJECT SQUARE FODTAGE AWN LEVEL NA NA TOTAL ©1 UWrA 992 SF 0 SF 0 SF 9926F UNIT B 992 SF 0 6F 0 SF 9925F NA 0 SF 0 SF 0 SF OSF NA 0 SF 0 SF O SF OSF II y , T.O.FOOTING NA O SF O 6F 0 6F OSF 1�4'=1'-0' TOTAL 198. SF O SF 0 SF 19"GSF ROOF TOP DECKS 0 SF 0 SF 0 SF OGSF PATIOS(NOT INCUMNO WALKWAYS) OOSF DGO. AUGUST 1.2018 A-0001- UNIT WEST WINDS AFH R'—A 1611.00 Sneal 04) TRUE PLAN NORTH NORTH E A S T O N BOZEMAN, MONTANA Al —1 .0 FOUNDATION PLAN DEVELOPMENT Q IT II I II I II I I ° i a 08 v h 1 1 N LRlING ROOM BED M 1 1 BEDROOM LIVING ; Y 1 I cuss* Ts Gap 1 1 1 . I 1 _ 1 1 1 EEO r ,06 1 1 1 a+DVIcez-0xz-e 1 1 PROVIDE2c xz-e CRA%M ACCESS Qp 1 1 „ `_ Oo t, CRAWL ACCESS ql4 ® I ' 1� 1 MECH -0 1 IT wo W/D x-oi.z — _ — — _ — UNIT A _ — _ BAT i Y Y BATHRooM — _ _a — UNIT B — — — ` - - _ - - - ivr - - i ry °O L'� 10• I 1 p� ' N OW I t N 1 ! , Yr - I ow O I � KRCHEN I 1 I -"� ® 1 1 KRCHEN : n q BEDROOM 1 + 1 F. tly BEDLR�cJ�oOMM Y 1cy w.x.E gX b " 1 / I 1 I � ♦WS ~ 1 I 1 / lZ+� I I 1 I _-i �•5 A B C PROJECT SOWRE FOOTADE -0.1 MAIM LEVEL NA NA TOTAL UNITA 992 SF 0 SF 0 SF 992SF LN a 992 SF 0 SF 0 SF 992 SF NA 0 SF O SF 0 SF OSF NA 0 SF O SF 0 SF OSF NA 0 SF O SF 0 SF 06F TOTAL 108,1 SF 0 SF O 6F 198G OSF ROOF TOP DECKS 0 g 0 SF 0 SF OOSF PAT=(NOT INCU1DING WALKWAYM ODSF y MAIN LEVEL PLAN Al Obl- M. AUGLGT 1.201E tW WEST WINDS AFH UNIT °.- '° °° Shen E A S T O N BOZEMAN, MONTANA Al -1 .1 MAIN LEVEL PLAN DEVELOPMENT Ask .qw ROW ROOF PLAN GENERAL NOTES _ 1.ALL ROOFS TO AC,,IEVE A CLASS A FIRE RATING BY - --- INSTALLNG REOURED ROORNG LNOERLA—FNT AT ALL LOCATIONS WHERE PRIMARY ROOF MATERIAL DOES NOT ACHIEVE CLASS A RATING GC TO VERFY COMPLIANCE,TYP. 2 ALL RAKE MID SAVE d ENSIONSTO SE HORIZONTAL D-ENSIDNS,NOT ALONG THE PITCH3 COORDINATE I-AYOUT OF _ EXPOSED RAFTERS—ERE APPLICABLE.SEE REFLEICTED CEIL NG PLAN FOR LOCATIONS. A.VERIFY ALL GUTTER 6 DOWNSPOUT LOCATIONS AND TYPES WITH A RCHITECT PRIOR TO INSTALLLTON 5 LIGHTNING PRCTECRON IS RECOMMENDED.REFER TO MANUFACTURER FOR UGHRUNG ADD AND GROUND ROD \ LOCATIONS AS W,PLEMENTED. LMITED TO.FLUES,VENTILATION PI ES AND STAICI S SHALL BE SUSA4TTED TO ARCHITECT AND ROOFNGI,,IFR FOR REVIEW (NOTE:NOT ALL ROOF PENETRATIONS MAY BE SHOWN ON PLAN T.DMERTER FLASHING SHALL BE WST LED WHERE A LOWER SLOPED ROOF TERNII TES AGAINST A VERRCAL WALL, CHIMNEY CHASE.OR FRAhIED COLWN INSTALL SNGLE LAYER OF SLOESHIELD OVER ©PWD$MEI.LNG WHERE ISH N UG ROOFS S-LOCATED RLAP HIPS,ENT S AND THROUGH V-VEPTI.TYP LA;' 2 I40R SHALL -LAPPED B'VERTICALLY(END OR SIDE INS TA_AND 2 HO LAYER OF (HEAD LAP), j INSTALL SWGLELAYER SE 151 MIN.FELT PAPER AT EVERY :..- COARSE SHINGLE COARSE.TIP. i ®AND RODE SEAL AS SPECIFIED.TYP. ALL HPS AND RIDGES TO RECEIVE'PROTECTO WRAP MIP - I r —————-—i—--- ---_ — —, JL- _ __—_ — r._ _ _ - — — — 7 1 ROOF MATERIALS LEGEND I I I � MBE II REFER TO PROJECT SPECTFCATONS FOR 1 r — - I , , FURRER WORM TION ON MATERIAL TYPES AND INSTALLATION REOUREMENTS G TIMBEPoJ AF NE ASRIAI.Y S--OR EO EOUTVAIFNTS COLOR: m I I I I I 1 I W 3 JI N 1 I I H PIE-FINISHED SEAnM1ESS GUTTER.AND DOWNSPOUT 0 I O fi I^ I L _ I - - - I I �- - �r - ter - - - - -�r- - -ir — _ — —CRICKET DIMENSION TABLE— ROOF SLOPE I - - - -JL-- - -J`-- - i 4Lz_. --1 4—t� rt F CONTINUOUS RIDGE VENT.TYP. I`t+ I I I I I CONTINUOUS RIDGE VENT.TYP. 2 40- - - - -r- 11 - - - - ----- - - ; ----- - ------� - ------ 1� - L ------ ------ - RE:ROOFPLAN ROOF MATERIAL RE ROOF PLAN r _ F-0DOF SHEATHING RE:SR ' •I I I' ' I NSLLATION BAFFLE METAL DRIP EDGE d PRE-FWSMED METAL GUTTER 1.�1%S COMPOSITE FASCIA,PAINT VENTED ROLLER SOFFIT RE:EXT.ELEV.FOR SONG MATERIAL A3-1.0 ROOF PLAN 2 TYP.SAVE DETAIL D... AUGUST 1,2015 RHO WEST WINDS AFH UNIT E A S T O N BOZEMAN, MONTANA Al -3.0 ROOF PLAN DEVELOPMENT law rLjl T G F E D C B A 6 4T 3 IT IT IT I I I I I I e� + -,- ° ...,c •..•.. 1 �I �..1.,��t..f.t. .�. ,� � �° I I � �`«~'�-��-.• +•�_ -^n" ,'�,.,r�"v'% •y��' �`rl* T �. "'tl 0- ! "^.%^`->.1r"'� +}1u+ I � � ��".�7 C �� I � ?�I �^�'��.-�+��-y�-'�•.r~-� �a"A r•,"�."'?f�,Y* V--LL`��7.� -. I I -.�, 12 ® ....,.._x '-r' j I j +�-f. a� �t- "t�-,.•''Y? `.?.' k' �"'` " ' '` ^ -lic.._zµ'`''d,r.: f i�' Ill- 1 I I —• I 1 w,or-o rYP 11 ® IXIO RATECSKIRT - j ® BOARD.PANTED TVP p , f� c, I 'BOARD A.VN,ED TvRTP iji - - k / y BUILDING ELEVATION .Z BUILDING ELEVATION 1/a•= r-o• 1/a•=r-O. A T H 1 T I I I I I I 12 ,2 12 2 _ I I � I '�•r�r'"1 "� `,�. '1 I�'•*�`^i�x�*L�`°� I �� I (( _ ��������.r.. .�e-��-C-" Y I ,2 ,2 . 2 I �`�Y'' � x L 1 I (mil IL row,m-o1vP. i ! I sEf ,m-o-.= - I U I! I i — �- PNjEv�_-_I / .� BUILDING ELEVATION / ,, , BUILDING ELEVATION 1/4 11-01 EXTERIOR MATERIALS LEGEND NOTE. REFER TO PROJECT SPECIFICATIONS FOR FURTHER INFORMATION ON MATERIAL TYPES AND INSTALLATION REQUIREMENTS ASPHALT SHINGLE ® MFR.GAF-TIMBERLINE ULTRA HD ®Q 1-PAINTED FASCIA I � COLOR'BARKWOCO 0 SIDING.METAL SIDING COR FIBER CEMENT NERS,TYP TO BE MIRAT"ALL SKJRT BOARD. OR EOL RE:DOOR AND OR AND WINDOW W TRIM" o�w AUcwsr,.20te SCHEDULE FOR TRIM DETAILS WEST WINDS AFH UNIT '°"°° I ' ® SDTTEN ING BATTENAR6'OBC TYP - �Ns y E A S T O N BOZEMAN, MONTANA A2-0.1 EXTERIOR DEVELOPMENT ELEVATIONS 1 1 • RAE RATED ROOF SHEATHING A-b EACH SIDE OF MIRROR LNE NO ROOF PENETRATIONS VlRHIN 4-0'OF MIRROR LINE I 1 1 1 A B C D TrA3-0.1 G H f CEILING W'TYPE X GAS "PRIOR IN?— Z T Q 1 I 1 B 12 --i-- ,2 � B - - -- -- - - --- - I I I I I GENERAL NOTES:1 _ I 1 I I I I I I 1 I RAFTERS AND FLOOR.IOISi ARE A GRAPHC REPRESENTATION ONLY AND MAY NOT CCIAATELY cEAiO TEE REXTERDPID 2� REFLECT ACTUAL RAFTER OR JOSi REFERENCE �wAi STR1CTURAL FRAMING BANS FOR ALL RAFTER I JOST Iv.eQ� Nru 1002E RILL wluuTpN SPECIFICATIONS(TYP) Y—F PANT FNlH .61LAvfJ:34 ivPE v.RM'B-DFGEE:6EAIAg 2. FOUNDATIONS,FOOTERS.AND STEM WALLS 12 I II I• I 12 ( 2xA .INS+unpu IMAY NOT ACCURATELY REFLECT AL SZE REFERENCESTRUCRURAL FOINDATIONR.ANSAND 41 2w st�cw�w.Nsa.ndu DETAILS FOR ALL FOUNDATION SPECIFICATIONS.RYP) _ RrV.r DW9-CiFGEi 6[JM9 FRAVING DETAILS INCLUDING BUT NOT LlfwiED TO STRUCTURAL POSITS AND BEAMS. LzffiL _ LOCATIONS.E MnY DIFFER REFERENCE R EF�EREENCEBUOCK�� GLUE AND CAIAJL BASE PLATE •ry0'vfD qE ELcvAT1CN! �' STRUCTURAL FRAMING PLANS FOR ALL STRUCTURAL - CONNECTIONS 1 DA1TOZJ.A su TItlu PT SILL PLATE W/SILL SEAL PERIMETER DRANAGEIS SHOWN AS KRCHEN 1 BATH I I THRCCM )�I I 1GTCHEN .r UwOW.PM6n .'1, 0.l 3 FOLRJDATION RE:STR SLIGHTLY FROM ACTUALCONDITIONS AS 1 u®TIE I ( 1 I I APHiC REPRESENTATION AND WAY D�R i0 I U® 1 '�f, I TE T RECOMMENDED BY THEE G C.-S MMCAL ENGINEER OF •� I I i �- -�' PI J A.ac.mly 1 ERE SHALL BE NO PENETRATIONS THROUp+.THE RECORD.R SHALL G O THE DC:S RE PORT FOR A ro REFERENCE THE 6EOTECHNIGL EFFORT FOR ANY c ED 0.00NHG 1 E A-O ZONE OF EACH SIDE OF THE RREWALLS THIS AND ALL OETMS PERTAINING TO SUBSUFFACE AND I A.sA AE STIR 1"� SHALL INCLUDE BUT NOT BE I-MITED TO PLUMBING SURFACE DRAINAGE THE GEOTECMMCAL ENGINEER I _ I� �T 4liiolr '•J. STACK.ATTIC VENTS.NOR EXHAUST FAN DUCTS. OF RECORD SMALL OBSERVE NSTALLATIOrv.(rvP) _ _ NOR HORIZONTALLY HOODS,DRAFT RTICAL G TALL EVERY 5.T M4N LE]$_ - - -- -' I - I I - ' - GRAPHIC REPRESENTATION ONLY AND SHOWN NOT O-.o- �p� El- IRIZOMICE ACODUI TS AND CON INDCATIVE OF ACTUAL ALL OR BEDROCK MATERIAL. A- ELECTRICAL EWALLS.CONDUITS BE USTEO AND AND CONDUCTORS I I 1 NSTALLED IN ACCORDANCE WITH THE RAE RATING. ..F-.. RE.GEOTECHMCAL REPORT FOR SUB-GRADE EtDSTNG v ep A�IEo wNmODFINo 1 OONIXRONS AND RECOMMENDATIONS FOR ORL REDO FOUNDATION)FARING AND STRUCTURAL I �' I rv.eF��KA OAPRER,DMI/A£uow.iL FILL REOUREMENTS.RYP) R �2 A.lo FA'TFN v.+rr.w000 aEAi BRARI@TNSUJ.TT 1 B. ONCE WITH MC SECATITION T - - �:Y' FASTENED iOGIDD• IN 1pstwr;r.wOoocI,EAT MFUANCE WffF12012 KC SEGTON AF-RADON �� ZONE 1 ' / y LBUI_LDING SECTION �- --J 2H FIRE RATED WALL �1� ® Dam AUGUST 1.2018 WEST WINDS AFH UNIT AT- -- - OF E A S T O N BOZEMAN, MONTANA A3-0.1 BUILDING SECTION DEVELOPMENT b p WINDOW SCHEDULE WINDONI N Type Width Hepht I Head Helphi I OP—re Comrt18n6 101 A 2'-S' 4'-0' T-0' DOUBLE HUNG 102 B 4'-tr 4-O' 7'-0- FIXED 103 A 2-6' 4'-0' 7'-0' DOUBLE HUNG 104 A 2'-6' 4'-0- 7'-0' DOUBLE HUNG 105 A 2'-6' 4-:0- 7-0- DOUBLE HUNG 106 A 2-6' 4'-O' 7'-0' DOUBLE HUNG 107 A 2-6' 4'-0' 7'-0' DOUBLE HUNG IDS C 3-tr 2'-0' T-O' AWNING Ell 109 A 2'-6' 4-0- T-0' DOUBLE HUNG �s°v� 110 A 2'-6' 4'-O' 7'-0' DOUBLE HUNG ''�sC``l 111A 2'-6' 4'-0- 7-0' DOUBLE HUNG 3r' 112 B 4'-0' 4'-0' 7'-0' FIXED ll 113 A 2'-6' 4--0- 7'-O' DOUBLE HUNG 114 C 3'-tr 2'-O' 7'-0' AWNING 115 A 2'-6- 4'-O' T-0' DOUBLE HUNG 118 A 12--6- 4'-0' 7'-O' DOUBLE HUNG Gmnd total 16 DOOR SCHEDULE 1_ � Door Type A•ter11 W WUl I FIBQM I Head H 1 I Operamn Carrnlerts M tOtA A 3'-tr 7'-tr T-tr EM.SWWG RE:PLAN FOR SWING 10 tr T B 2'-6' T- -0' IM.SWNO 102A 2A B 2'-6' T-tr -tr INT 6WING 102E C 5'-8' 7-0' T-tr CLOS- 103A B 2'-6' T-tr 7'-0' 11mr.SWING 104A B 2'-6' T-tr T-tr JINT.SWING t048 C 5'-8' 7'-0' 7'-tr CLOSET 105A D 5'-8' 73-O' 7'-tr EM.SLIDING 1058 B 2'-4' 7-0' T-tr ISWING 107A7A B 2'-6' 7'-tr 7'-tr IM.SWNG IOBA A 3'-0' T-0' 7'-0' EXT.SWING 1D86 B 2'-6' 7'-0' 7'-tr YVNVG I OBC B 2'-6' 7'-tr T-tr INT.SWING 108D B 2'-4' 7'-tr 7--0' SVAN SWING 109A D 5'-8' 7'-0' 7-tr EXT.SLIDING 111 B 2'-8' -tr 7'-tr C SWING 111B T C 5'-6' -tr T-tr CLOSET 112A B 2'-6' T-tr T-tr INT.SWING 113A 11 2'-6' 7'-tr T-0' INT.SWING EXTgfWC5 Ex RIOR 173E C 5'-8' 7'-tr T-L CLOSET DOOR AND Wll"OW ON£NSIONED TO UNIT SIZES,FRAME ROUG11 OPENING TO W IOOW A G SPEOFIGTIONS ALL GLAZING IN DOORS TO BE SAFTEY GLAZING O4:e AUGUST 1,2019 WEST WINDS AFH UNIT Shwt . ,B dd 000 nee1 E A S T O N BOZEMAN, MONTANA A6-1 .1 DOOR&WINDOW DEVELOPMENT I jaCHEDULE LIGHT FIXTURE SCHEDULE Typal Symbol I Lamp MRFG I Fixture B Description R ♦ Teo TSO TEO RsoeswdDavripR 8'Oe R2 O� TSO TBD Teo woes P- I WM b Teo TEO TBD 1-1 wo,Scan--B.— SM O Teo TBD Teo Sunem Mprsed l H J (tS J l(„�) / �t` (U) E l�•) f(�1 QH P1 O TeD TeG Teo IY 7 IY IY k IY Y I CF TS. TEO T- c.iro F.n I I I I I I I EW TBo Teo TEo E.eano<wat nnan:smnm NOTE .LIGHTING TYPE ONRDI BYAT*NSO—AiE NTRRCC.P Fl%tURE TYPES ARE T BE CONRR TYPES BY O Y BE USED 2.NOT PLL Fl%1l�lE TYPES M.4 V BE USED — — — I — — — — — — 2 ELECTRICAL SYMBOL LEGEND - - - _ - - - - / �..•,~.. - - � $ Switch Sin le Pole 15 AMP 120-277V AC $ Switch 3-We 15 AMP 120-277V AC - - - _ - •� Iy 3 $ Switch Dimmer v �'�-' / 4- Switch Water Proof �• •\ I /• / $ Switch Motion Sensor ♦ $ Switch Remote Control -•® - \ // // / \1 qp Duplex Receptacle 15 AMP,125V AC �) ` / I *- qp GFI Race facie 15 P.120V AC 17/ ~•\ --- /.� awl AC Rai L—iR'!i� •1 �•\,_.��•%Ly .� 2 �P BrEAKER PANEL _ '\ Ql BREAKER PANEL A2-0.1 TS Z013//230V ReceFloor e t Ua 15 125V AC y�Au;KEo 1 O O � sTACKEo / P Neriry Blade ConflpuraUon) MO w,o j �. •. 240V AC Receptacle(Verify Blade Configuration) Direct Wire to Major lances m T.V. Data Tele e \- L- Gas Lim `J — - — - — - - smoke Alarm.Hard cared Bane Back u Carbon Monoxide Alarm Hard Wired Batt Back-Up Ce01rTp Fen Garage Door Opener IT N Cs Breaker Panel P Photo Sensor \ / l `:, a .. \- --. "�: .� I •, (] Gelling E�Qtust Fan Panasonic Whisper Ventilation Fen GAS 6 ELECTRIC SE-rMCE—�I — — Z ® Supply Fen \l %/ \ /' �^ 1 \.` %/ �—GAS a ELECTF c SERvICE ® Central Vacuum - - - - - a a0 ( i 41 \r. w /. I I I 1 I I I / y i MAIN LEVEL PLAN 1/4'=V-0' Os. AUGUST 1,201E WEST WINDS AFH UNIT 1-- 161100 INS OP0100 E A S T O N BOZEMAN, MONTANA E1 -1 .1 LIGHTING PLAN DEVELOPMENT