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HomeMy WebLinkAbout638300223588342985) Z-05253 NorthsidF? PUD Pre!. Plan 1237 North Rouse Avenue: Montana Avenue Partners * October d 2005 yM } ,t I •4 9}y:. 4 i a u rJ c . �ff\S tur� 1 � .t• .T i Yj'� c .is i M1 p. Syr -o r .i !1434ti t F tl � Wisi e preliminary ment plannea snit develop application Montana M avenue partners llc by log n rouse tt1 bozeman,mt 59715 October 2005 ArCprn�rif?nGvrra.commaGcom p, o� 9 ibis d5cmr $P�FwrA(PDE} =.-dmofAd°OEEReadaPDFfiles i"'6" s - isre3uued o0a�b6Fead" The Curm �1 sae • �, Plane m' m�na 4Un�t de�.FY aPpl�catjon1OPmenr 2 P'e' Pared-� .. y October 20 p5 vLQ na l 1 pa,� by hers.11c blog°muse l C erna° 406)585, 5971- .1112 \'y This di L i Sfa�_lali�j�0°Cu P��ledTil P is ( eS il dude�0p ftiiT �eader.. O.p • oJrd4' .. ��,. p i Certificate of Ajoining Property Owners CERTIFICATE OF ADJOINING PROPERTY OWNERS LIST I, Scott Dehlendorf,Manager,Montana Avenue Partners,LLC , hereby certify that, to the best of my knowledge, the attached name and address list of all adjoining property owners within 200 feet of the property located at 1227 N Rouse Ave.,Bozeman,MT 59715 is a true and accurate list from the last declared Gallatin County tax records. I further understand that an inaccurate list may delay review of the project. Signature (Certificate of Adjoining Property Owners List—Prepared 11/20/03) Northside Planned Unit Developmenc.t Al 3.3 montana avenue partners, Il List of Property Owners within 200' Block 99 Joel Peterson 2621 W College St.State C Bozeman,MT 59718-3982 Block 113 Elmore&Marian D.Kannegaard 1220 N Rouse Ave. Bozeman,MT 59715-2937 Block 2 Bozeman Pea Cannery Properties P.O.Box 668 Bozeman,MT 59771-0668 Block 113 Curtis&Alisa Porteus 1619 Bridget Dr. Bozeman,MT 59715-2327 Block 113 Montana Ponds Inc 4323 Rocky Mountain Rd. Belgrade,MT 59714-8028 Block 114 Kenyon Noble Lumber Co. 25 E Mendenhall St. Bozeman,MT 59715-3666 State of MT P.O.Box 201601 Helena,MT 59620 Northern Pacific RY CO P.O.Box 961089 Fort Worth,TX 76161-0089 Gallatin County Fairgrounds 311 W Main St. Bozeman,MT 59715 Northside Planned Unit Developm nt montana avenue partners,el lc A13.5 extras I I I i I I Curtis J. and Alisa Porteus 1619 Bridger Drive Bozeman, MT 59715-2327 i I Gallatin County Fairgrounds I 311 West Main Street Bozeman, MT 59715 I I i , I I I I I I I . I I ' I , Montana Ponds, Inc. 14323 Rocky Mountain Road I ' i Belgrade, MT 59714-8028 I I Kenyon Noble Lumber Company I 25 East Mendenhall Street Bozeman, MT 59715-3666 II . _ <, Ir I Joel Peterson 2621 West College Street, Suite C Bozeman, MT 59718-3982 i I II , , I i I Elmore & Marian D. Kannegaard , I 1220 North Rouse Avenue j ;Bozeman, MT 59715-2937 _ alp i 11 t • s TM � a MACOTM 0411, ` IL R OTM ' j MACOTM COTM r- . �A� CO TM I C J MACOTIIA i I � . Curtis J. and Alisa Porteus 1619 Bridger Drive Bozeman, MT 59715-2327 I I I Gallatin County Fairgrounds j i 311 West Main Street Bozeman, MT 59715 ; I I I f I r I ` Montana Ponds, Inc. j 14323 Rocky Mountain Road Belgrade, MT 59714-8028 Kenyon Noble Lumber Company 25 East Mendenhall Street Bozeman, MT 59715-3666 1I I , Joel Peterson I 2621 West College Street, Suite C Bozeman, MT 59718-3982 ' I j Elmore& Marian D. Kannegaard I 1220 North Rouse Avenue Bozeman, MT 59715-2937 l . I rl 041/10/04R '00 STA F F COPY F4K T OTY i $Des ide preliminary planned unit development application montana avenue partners, lIC522-7449 LWO MARTEL �� 409 n rouse#1. —Q INCONSTRUCTION bozeman, mt 59715 - (406)585-1112 ao6sss 8%as•BOZEYAN,YT 406-W740"•BWFORK,YT 111 www.commaq.com E N G I N E C.R I N G . Architecture,..Inc. 4 Table of Contents Chapter 1 1 Northside Planned Unit Development Introduction Introduction 3 Applicants of the Planned Unit Development 5 Statement of Compliance 7 Owner's Certification of Ownership 9 Project Vicinity Map 11 Chapter 2 13 Application Forms and Checklists Development review application 15 Site Plan Review checklist 19 P.U.D. Checklist 23 COA Checklist 1 26 Application Checklist"Not Applicable"Narrative 29 Chapter 3 31 Background and Overview Legal Description 33 Location 33 Primary Plan Elements 33 Infrastructure 33 Adjacent Zoning/ Land Use 35 Land Use and Density 35 ;. Figure 3.1 Adjoining Land Use Map 37 Figure 3.2 City Zoning Map 39 Figure 3.3 Project Phasing Diagram 41 Chapter 4 43 Statement of Planning Objectives Applicable City land use policies and objectives achieved by the proposed plan 45 Proposed ownership of space and intentions for future ownership of all or portions of the P.U.D. 45 Estimate of number of employees for business,commercial and industrial uses 45 Description of rationale behind the assumptions and choices made by the applicant 45 Applicable community design objectives and criteria of 18.36.090,BMC 47 Land Use Classifications-18.36.090.B 47 Growth Policy Designation 47 Zoning Designation 47 Proposed Relaxations: 47 Responsibility for Impact Mitigation-18.36.090.D 49 Design Objectives/PUD Review Criteria for All Development-18.36.090.E 50 Design Objectives/PUD Review Criteria for Industrial areas(M-1) 51 Describe how conflicts between different land uses of different character are being avoided or mitigated 52 Statement of design methods to reduce energy consumption 52 Chapter 5 53 Environmental Assessment Environmental Assessment 55 Landforms,Slope and Topography 55 Geology 55 Hydrology 56 _A0 Soils 57 Vegetation 57 Noxious Weed Management and Re-Vegetation Plan 58 Wildlife and Wildlife Habitat 58 i Historical 58 Viewsheds 58 Figure 5.1 USGS Topography Map 59 Figure 5.2 Soil Types Map 61 Figure 5.3 Vegetation Map 63 Chapter 6 65 Utilities and Roads Water Supply 67 Wastewater Collection and Treatment 68 Figure 6.1 Water System Plan 69 Figure 6.2 Sanitary Sewer Plan 71 Storm Drainage 73 Roads 73 Figure 6.3 Storm Water Plan 75 Parks 79 Public Safety 79 Historic or Archeological Resources 79 Schools 79 Telephone Service 79 Electrical Service 80 Chapter 7 81 Development Guidelines Definitions 83 Design Guidelines 83 Landscape Guidelines 85 • Material Examples 87 Signage Criteria 89 Appendix 1 A1.1 Shared Parking Study Appendix 2 A2.1 Reduced Plans C1 -Civil Demo Plan A2.3 C2-Site Plan&Site Grading Plan A2.4 C3-Storm Drainage Plan A2.5 C4-Civil Details A2.6 C5-Civil Details A2.7 Al -Building Demo Plan A2.8 A2-Area Calculation Plan A2.9 A3-Landscape Plan A2.10 A4-Architectural Site Details A2.11 A5-Site Perimeter Elevations A2.12 Lone Mountain Gymnastics Concept Elevations A2.13 A6-Viewsheds A2.15 E101 -Electrical Site Plan&Details A2.16 Preliminary Subdivision Plat A2.17 Appendix 3 A3.1 Development Schedule Appendix 4 A4.1 Resumes Linda Iverson Landscape Design A4.3 Appendix 5 A5.1 Quantity Calculations r• Appendix 6 A6.1 Geotechnical Assessment Appendix 7 A7.1 Stormwater Investigation Report Appendix 8 A8.1 Groundwater Investigation Report Appendix 9 A9.1 Noxious Weed Management and Re-vegetation Plan Appendix 10 A10.1 i Sanitary Sewer System Report Appendix 11 A11.1 Water Systems Report Appendix 12 Al2.1 Traffic Report Appendix 13 A13.1 Adjoining Property Owners Certificate of Ajoining Property Owners A13.3 List of Property Owners within 200' A13.5 Appendix 14 A14.1 Product Cut Sheets Bollards A14.3 • Parking Lot Lighting A14.9 Appendix 15 A15.1 Covenants and Bylaws �• II I 11 I a I t ' t n s ! b i I 1 1 I� I I Ji I ! I Chapter 1 Northside Planned Unit Development Introduction Northside Planned Unit Developmtjnt 1 montana avenue partners, Ic Introduction The Northside Planned Unit Development is an adaptive re-use project. Adaptive re-use projects create new uses for existing buildings,that have outlived their original purpose. In doing this,an area that has lost its connection to the adjacent town fabric becomes revitalized, improving the overall image and livability of a place. In an expanding community,the re-use of abandoned buildings is critical for providing usable space that is able to benefit from the established image and existing infrastructure of a place. The Northside Planned Unit Development creates a place that is inherently Bozeman,specific to the industrial history and character of the site,and promotes a viable image of place. This is accomplished through the careful consideration of the material choices,scale of building elements,development of pedestrian scaled exterior spaces,and user groups. Ideally,the end result will act as a catalyst for the redevelopment of adjacent properties. The development is not intended to be a destination,but rather an extension of existing pedestrian and vehicular circulation patterns within Bozeman. It is anchored by the intersection.of East Oak Street and North Rouse Avenue,helping create a neighborhood center for the surrounding area. I The Northside Planned Unit Development revitalizes four existing industrial buildings and the common space on a site that is surrounded by three of Bozeman's prominent entryway corridors. Although the visibility of the location is a benefit to new users of the buildings,the revitalization of the site will strengthen the positive image of Bozeman. • The proposed uses are diverse,yet complimentary. A gymnastics studio,dance studio,office space,coffee shop,and retail space all target a large demographic and create a place that stays active beyond a typical work day;into the evening and on weekends. Thank you for taking the time to review this preliminary application for a the Northside Planned Unit Development. � Ili I I I I I I I I I Northside Planned Unit Develo m nt montana avenUe partnerrs,�lc 3 I I r Northside Planned Unit Development 4 montana avenue partners, lic Applicants of the Planned Unit Development owner/applicant Montana Avenue Partners,LLC attn:Scott Dehlendorf and Barry Brown 1006 West Main St Bozeman,MT 59715 (406) 522-7449 representative Comma-Q Architecture,Inc 109 N Rouse#1 Bozeman,MT 59715 (406) 585-1112 architect Comma-Q Architecture,Inc attn:Ben Lloyd,AIA 109 N Rouse#1 Bozeman,MT 59715 (406) 585-1112 civil engineer HKM Engineering,Inc attn:Clint Litle,PE 601 Nikles Drive Suite 2 Bozeman,MT 59715 (406) 586-8834 electrical engineer CTA Architects Engineers attn:Alan Bronec,PE 306 West Railroad Ave Suite 104 Missoula,MT 59802 (406)728-9522 landscape designer Linda Iverson Landscape Design attn:Linda Iverson 1270 Lower Sweet Grass Road Big Timber,MT 59101 (406) 932-5840 Note: Please include Comma-Q Architecture and HKM Engineering,in addition to Montana Avenue Partners, with any correspondence regarding this application Northside Planned Unit Developm nt monlana avenue partners,�lc 5 G Northside Planned Unit Development V montana avenue partners, Ic Statement of Compliance It is our intent,as managers for Montana Avenue Partners,LLC,owner of the proposed Northside Planned Unit Development,to comply with the requirements of the Bozeman Municipal Code and any conditions considered necessary by the approval body. Scott Dehlendorfi.11fanager date :Nfontana Avenue Partners,.LLC Northside Planned Unit Development montana avenue partners, llc Owner's Certification of Ownership INFORMATION UPDATED .TUNE 29, 2005 General Parcel Information definitions C9000DF 06079906-110010000 OWNCODE 10000 OWNER CLASSIFICATION Private CO UNTY:ASSESSOR CODE 00012(.314406 l+Y:`i'IQN 06 TOWNSHIP T028it061+, LEGAL DESCRIPTION IMES-BOZ AMD SW4 6 2S 6E 3.02 AC LOTS 1-32 BLK 1 PROPERTY ADDRESS 1227 ROUSE 59715 MUNICIPALITY BOZEMAN ADDITION-SUBDIVISION IMES ADD LEVY DISTRICT COUNTY LEVY DISTRICT LEVY DISTRICT NAME TOTAL FINAL LAND VALUE $0.00 TOTAL FINAL BUILDING VALUE $177;500.00 2003 FULL REAPPRAISAL VALUE $177,500.00 2005 TAXABLE MARKET VALUE $0.00 DEED 1 i HOOK,PAGE,DATE(mmddyy) 2186,676D,5/4/05 DEED 2; HO.OK, PAGE,DATE 197, 138AF,4/13/99 (mmddyy) OWNER NAP4 ,1 MON'1"ANA AVENUE PARTNERS 1.1.0 TAXPAVER 1237 N ROUSK AVF MAILING ADDRESS BOZEMAN,MT S9715-2936 SITE INFORMATION definitions Characteristic CAMA Code, (Description) GEOCODE 06079906310010000 NFIGHBORHOOD 016 N'EiGHW)RHOOD 2,(stable) TREND RESIDENTIAL commercial INDICATOR ACCESS 1,(Paved road) 0,(landlocked/none) FRONTING 1,(major strip or CRD) LOCATION 4,(commercial area) TOPOGRAPHY 1,(level) > 1,tall public) UTILITIES 4,(puhlic sewer) 0,(none) Northside Planned Unit Developm nt montana avenue partners,1lc 9 I I I 10 Northside Planned Unit Development montana avenue partnefs, Ilc Project Vicinity Map a` .. B-2 P �` 7 UNTY -;Ake w • + .�!- a r --- \ y Mfi' ~` PLI �►«1�: ., a'�— �- � it �� � r j .� ; t w. r—` -��. tom". r��►( ► r a .. j. h, Vicinity Map within 1/2 mile of site north ' Northside Planned Unit Development 11 montana avenue partners, IC Northside Planned Unit Developm nt 12 montana avenue partners, lic • � • • I t i I� 1 { I � ._ n b ., N f 1 i Chapter 2 Application Forms and Checklists Northside Planned Unit Development montana avenue partners, Ilc 13 Development Review Application I DEVELOPMENT REVIEW APPLICATION REQUIREMENTS AND FEES Application Type: A B C D E F G H I J K L M N O © Q R S T U V W X Y Z AA BB Checklists Required: ❑ Wetland Review Checklist ❑ Subdivision Pre-application Checklist ❑ Reuse, Change in Use/Further Development ❑ Subdivision Preliminary Plat Checklist x] COA Checklist 1 ❑ Subdivision Final Plat Checklist ❑ COA Checklist 2 ❑ Subdivision Exemption Checklist 0 Site Plan Checklist ❑ Annexation Checklist ❑ Special Temporary Use Permit Checklist ❑ Text/Map Amendment Checklist ❑ Zoning Variance/Appeal Checklist ❑ Growth Policy Amendment Checklist ❑x PUD Checklist ❑ Telecommunications Checklist Adjoiners Certificate Required? x❑ Yes ❑ No oNumberof Sets of Plans Required: 28 sets, (each set includes a full size set of drawings and 11x17 set of drawings Adjoiners Materials Required: ❑ None x❑ Standard - List of names and addresses for property owners within 200 feet of the site. Stamped, unsealed, plain (no return address) #10 envelopes addressed with the names and addresses of property owners. ❑ Subdivision Preliminary Plat Only - List; two sets of mailing labels; and one set of stamped, unsealed, plain (no return address) #10 envelopes containing the names and addresses of property owners of physically contiguous property and all recorded purchasers under contract for deed. Plus, a list and one set of stamped, unsealed, plain (no return address) #10 envelopes containing the names and addresses of all other property owners within 200 feet of the site. Required Fee:$1000.00 + $25 per residential unit and/or$25 per 1000 square feet of leasable non-residential floor area 46,833 square feet of non-residential floor area (46,833/1000) * 25 = $1,170.83 I $1,000.00 + $1,1170.83 = $2,170.83 total required fee i i Northside Planned Unit Developm nt montana avenue partners,Tt 15 CITAF BOZEMAN 0 m DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Alfred M. Stiff Professional Building phone 406-582-2260 •• 20 East Olive Street fax 406-582-2263 P.O. Box 1230 planning@bozeman.net Bozeman, Montana 59771-1230 � � � �� � .bozeman.net ONDEVELOPMENT REVIEW APPLIC N UL I 04 2005 1.Name of Project/Development:Northside Planned Unit Development DEPARTMENT OF PLANNING 2. Property Owner Information: Name:Montana Avenue Partners,LLC E-mail Address:sdehl@mcn.net,barryinbozeman@yahoo.com Mailing Address:1006 West Main Street Bozeman,MT 59715 Phone:(406) 522-7449 FAX:(406) 522-7494 3.Applicant Information: Name:Montana Avenue Partners,LLC E-mail Address:sdehl@mcn.net,barryinbozeman@yahoo.com ailing Address:1006 West Main Street Bozeman,MT 59715 hone:(406) 522-7449 FAX:(406) 522-7494 J 4. Representative Information: Name:Comma-Q Architecture,Inc E-mail Address:doug@commaq.com,ben@commaq.com Mailing Address:109 N Rouse#1 Bozeman,MT 59715 Phone:(406) 585-1112 FAX:(406) 585-5518 5. Legal Description:Lots 1-32,Block 1,Imes Addition,in the SW 1/4 of section 6,T2S,R6E 6. Street Address: 1237 North Rouse Ave. Bozeman,MT 59715 7. Project Description:The project revitalizes an existing industrial site located within three prominent entryway corridors of downtown Bozeman,by creating pedestrian scaled commonspace and the renovation of existing structures with some new construction to accommodate business retail gymnastics,and restaurant uses. 8. Zoning Designation(s): M-1 9. Current Land Use(s):vacant,previously steel fabrication and sales 10. Bozeman 2020 Community Plan Designation:industrial Northside Planned Unit Development 17 montana avenue partners, Ilc 11. Gross Area: Acres:3.02 Square Feet:131,551 712.Net Area: Acres: Square Feet: 13. Is the Subject Site Within an Overlay District? x❑ Yes,answer question 13a ❑ No,go to question 14 13a.Which Overlay District? ❑ Casino ❑ Neighborhood Conservation x❑ Entryway Corridor 14 x.Wtll this application require a leviation(s). ❑ Yes ❑ No 15.Application Type (please check all that apply): ❑ O.Planned Unit Development—Concept Plan ❑A. Sketch Plan for Regulated Activities in Regulated Wetlands x❑P.Planned Unit Development—Preliminary Plan ❑B.Reuse,Change in Use,Further Development Pre-9/3/91 Site ❑ Q.Planned Unit Development—Final Plan ❑C.Amendment/Modification of Plan Approved On/After 9/3/91 ❑R.Planned Unit Development—Master Plan ❑D.Reuse,Change in Use,Further Development,Amendment/COA ❑S.Subdivision Pre-application ❑E.Special Temporary Use Permit ❑T.Subdivision Preliminary Plat ❑F.Sketch Plan/COA ❑U.Subdivision Final Plat ❑ G.Sketch Plan/COA with an Intensification of Use ❑V.Subdivision Exemption ❑x H.Preliminary Site Plan/COA ❑W.Annexation ❑ I.Preliminary Site Plan ❑X. Zoning Map Amendment ❑J.Preliminary Master Site Plan ❑Y.Unified Development Ordinance Text Amendment ❑K. Conditional Use Pemiit ❑Z.Zoning Variance ❑L. Conditional Use Pemit/COA ❑A.A. Growth Policy Map Amendment ❑ M.Administrative Project Decision Appeal ❑BB.Growth Policy Text Amendment ❑N.Administrative Interpretation Appeal ❑ Other: This application must be accompanied by the appropriate checklist(s),number of plans or plats,adjoiner information and materials,and fee (see Development Review Application Requirements and Fees). The plans or plats must be drawn to scale on paper not smaller than 8'/2- by 11-inches or larger than 24-by 36-inches folded into individual sets no larger than 8'/z-by 14-inches. If 3-ring binders will be used, they must include a table of contents and tabbed dividers between sections. Application deadlines are 5:00 pm every Tuesday. This application must be signed by both the applicant(s)and the property owner(s) (if different)before the submittal will be accepted. As indicated by the signature(s) below, the applicant(s) and property 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. Finally,I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project. I (We)hereby certify that the above information is true and correct to the best of my(our)knowledge. ----------------- Applicant's Signature: Date: 1 .+ 4 Applicant's Signature: Date: Property Owner's Signature Date: Property Owner's Signature: Date: Property Owner's Signature: Date: 18 Northside Planned Unit Developm��t montana avenue partners, c • •SITE PLAN CHECKLIST an Site Pl Review Checklist hese checklists shall be completed and returned as part of the submittal. Any item checked "No"or"N/A" (not applicable) qjWust be explained in a narrative attached to the checklist. Incomplete submittals will be returned to the applicant. A. Design Review Board QRB) Site Plan Review Thresholds. Does the proposal include one or more of the following: Design Review Board(DRB)Site Plan Review Thresholds Yes No 1• 20 or more dwelling units in a multiple household structure or structures ❑ x❑ 2. 30,000 or more square feet of office space, retail commercial space, service commercial space or x❑ ❑ industrial space 3• More than two buildings on one site for permitted office uses, permitted retail commercial uses, x❑ ❑ permitted service commercial uses,permitted industrial uses or permitted combinations of uses 4. 20,000 or more square feet of exterior storage of materials or goods ❑ Y❑ 5. Parking for more than 60 vehicles x❑ ❑ B. General Information. The following information shall be provided for site plan review: General Information Yes No N/A 1• Location map,including area within one-half mile of the site © ❑ ❑ 2. List of names and addresses of property owners according to Chapter 18.76,BMC(Noticing) x❑ ❑ ❑ 3• A construction route map shall be provided showing how materials and heavy equipment will ❑ ❑ 0 travel to and from the site. The route shall avoid, where possible, local or minor collector streets or streets where construction traffic would disrupt neighborhood residential character or pose a threat to public health and safety 4. Boundary line of property with dimensions x❑ ❑ ❑ 5. Date of plan preparation and changes x❑ ❑ ❑ 6• North point indicator Q ❑ ❑ 7. Suggested scale of 1 inch to 20 feet,but not less than 1 inch to 100 feet Q ❑ ❑ 8• Parcel size(s)in gross acres and square feet x❑ ❑ ❑ 9• Estimated total floor area and estimated ratio of floor area to lot size (floor area ratio,FAR), Q ❑ ❑ with a breakdown by land use 10. Location,percentage of parcel(s) and total site,and square footage for the following: a. Existing and proposed buildings and structures x❑ ❑ ❑ b. Driveway and parking x❑ ❑ ❑ C. Open space and/or landscaped area,recreational use areas,public and semipublic land, ❑x ❑ ❑ parks,school sites,etc. d. Public street right-of-way Q ❑ ❑ 11. Total number, type and density per type of dwelling units, and total net and gross residential ❑ ❑ El density and density per residential parcel 12. Detailed plan of all parking facilities, including circulation aisles, access drives, bicycle racks, Q ❑ ❑ compact spaces, handicapped spaces and motorcycle parking, on-street parking, number of employee and non-employee parking spaces, existing and proposed, and total square footage of each Northside Planned Unit Developmint 9 montana avenue partners, Ic General Information,continued Yes No N/A 13. The information required by Section 18.78.060.L, BMC (Streets, Roads and Alleys), unless x❑ ❑ ❑ such information was previously provided through a subdivision review process, or the provision of such information was waived in writing by the City during subdivision review of the land to be developed,or the provision of such information is waived in writing by the City prior to submittal of a preliminary site plan application 14. Description and mapping of soils existing on the site, accompanied by analysis as to the x❑ ❑ ❑ suitability of such soils for the intended construction and proposed landscaping 15. Building design information(on-site): a. Building heights and elevations of all exterior walls of the building(s)or structure(s) x❑ ❑ ❑ b. Height above mean sea level of the elevation of the lowest floor and location of lot x❑ ❑ ❑ outfall when the structure is proposed to be located in a floodway or floodplain area C. Floor plans depicting location and dimensions of all proposed uses and activities ❑ ❑ x❑ 16. Temporary facilities plan showing the location of all temporary model homes, sales offices 0 ❑ ❑ and/or construction facilities,including temporary signs and parking facilities 17. Unless already provided through a previous subdivision review, a noxious weed control plan x❑ ❑ ❑ complying with Section 18.78.050.H, BMC (Noxious Weed Management and Revegetation Plan) 18. Drafts of applicable supplementary documents as set forth in Chapter 18.12, BMC ❑ ❑ ❑ (Supplementary Documents) C. Site Plan Information. The location,identification and dimension of the following existing and proposed data, onsite and to a distance of 100 feet (200 feet for PUDs) outside the site plan boundary, exclusive of public rights-of-way, unless otherwise stated: Site Plan Information Yes No N/A 1. Topographic contours at a minimum interval of 2 feet, or as determined by the Planning x❑ ❑ ❑ Director 2. Adjacent streets and street rights-of-way to a distance of 150 feet, except for sites adjacent to x❑ ❑ ❑ major arterial streets where the distances shall be 200 feet 3. On-site streets and rights-of-way x❑ ❑ ❑ 4. Ingress and egress points a❑ ❑ ❑ 5. Traffic flow on-site x❑ ❑ ❑ 6. Traffic flow off-site x❑ ❑ ❑ 7. Utilities and utility rights-of-way or easements: a. Electric El ❑ ❑ b. Natural gas Q ❑ ❑ C. Telephone,cable television and similar utilities 0 ❑ ❑ d. Water 0 ❑ ❑ . e. Sewer(sanitary,treated effluent and storm) x❑ ❑ ❑ 8. Surface water,including: a. Holding ponds,streams and irrigation ditches a❑ ❑ ❑ b. Watercourses,water bodies and wetlands ❑ ❑ 0 C. Floodplains as designated on the Federal Insurance Rate Map or that may otherwise be ❑ ❑ ID identified as lying within a 100-year floodplain through additional floodplain delineation, engineering analysis, topographic survey or other objective and factual basis d. A floodplain analysis report in compliance with Chapter 18.58, BMC (Bozeman ❑ ❑ ❑� Floodplain Regulations)if not previously provided with subdivision review Northside Planned Unit Developm nt 20 montana avenue partnef-s,�lc i Site Plan Information,continued Yes No N/A 9. Grading and drainage plan, including provisions for on-site retention/detention and water x❑ ❑ ❑ quality improvement facilities as required by the Engineering Department, or in compliance with any adopted storm drainage ordinance or best management practices manual adopted by the City 10. All drainageways, streets, arroyos, dry gullies, diversion ditches, spillways, reservoirs, etc. which may be incorporated into the storm drainage system for the property shall be designated: a. The name of the drainageway(where appropriate) x❑ ❑ ❑ b. The downstream conditions (developed,available drainageways,etc.) x❑ ❑ ❑ C. Any downstream restrictions x❑ ❑ ❑ 11. Significant rock outcroppings, slopes of greater than 15 percent or other significant ❑ ❑ 0 topographic features 12. Sidewalks, walkways, driveways, loading areas and docks, bikeways, including typical details a❑ ❑ ❑ and interrelationships with vehicular circulation system, indicating proposed treatment of points of conflict 13. Provision for handicapped accessibility, including but not limited to, wheelchair ramps, Q ❑ ❑ parking spaces, handrails and curb cuts, including construction details and the applicant's certification of ADA compliance 14. Fences and walls,including typical details ❑ ❑ Q 15. Exterior signs. Note—The review of signs in conjunction with this application is only review El ❑ ❑ for compliance with Chapter 18.52, BMC (Signs). A sign permit must be obtained from the Department of Planning and Community Development prior to erection of any and all signs. 16. Exterior refuse collection areas,including typical details El ❑ ❑ 17. A site plan,complete with all structures,parking spaces,building entrances, traffic areas (both Q ❑ ❑ vehicular and pedestrian), vegetation that might interfere with lighting, and adjacent uses, containing a layout of all proposed fixtures by location and type. The materials required in Section 18.78.060.R,BMC(Lighting Plan),if not previously provided 18. Curb,asphalt section and drive approach construction details 0 ❑ ❑ 19. Landscaping- detailed plan showing plantings,equipment, and other appropriate information ® ❑ ❑ as required in Section 18.78.100, BMC (Submittal Requirements for Landscaping Plans). If required,complete section C below 20. Unique natural features,significant wildlife areas and vegetative cover,including existing trees x❑ ❑ 0 and shrubs having a diameter greater than 2.5 inches,by species 21. Snow storage areas I 0 ❑ ❑ 22. Location of City limit boundaries,and boundaries of Gallatin County's Bozeman Area Zoning 0 ❑ ❑ Jurisdiction,within or near the development 23. Existing zoning within 200 feet of the site Q ❑ ❑ 24. Historic, cultural and archeological resources, describe and map any designated historic ❑ ❑ a❑ structures or districts,and archeological or cultural sites §U 91PO 25. Major public facilities,including schools,parks,trails,etc. Q I ❑ ❑ D. Landscape Plans. If a landscape plan is required,the following information shall be provided on the landscape plan: Landscape Plan Information Yes No N/A 1. Date, scale, north arrow, and the names, addresses, and telephone numbers of both the El ❑ ❑ property owner and the person preparing the plan 2. Location of existing boundary lines and dimensions of the lot El ❑ 1 ❑ Northside Planned Unit Developm nt ^� montana avenue partners,Slc L1 Landscape Plan Information,continued Yes No N/A 3. Approximate centerlines of existing watercourses, required watercourse setbacks, and the x❑ ❑ ❑ location of any 100-year floodplain; the approximate location of significant drainage features; and the location and size of existing and proposed streets and alleys,utility easements, utility lines,driveways and sidewalks on the lot and/or adjacent to the lot 4. Project name,street address,and lot and block description Q ❑ ❑ 5. Location,height and material of proposed screening and fencing(with berms to be delineated 0 ❑ ❑ by one foot contours) 6. Locations and dimensions of proposed landscape buffer strips, including watercourse buffer Q ❑ ❑ strips 7. Complete landscape legend providing a description of plant materials shown on the plan, Q ❑ ❑ including typical symbols, names (common and botanical name), locations, quantities, container or caliper sizes at installation, heights, spread and spacing. The location and type of all existing trees on the lot over 6 inches in caliper must be specifically indicated 8. Complete illustration of landscaping and screening to be provided in or near off-street parking 0 ❑ ❑ and loading areas,including information as to the amount(in square feet) of landscape area to be provided internal to parking areas and the number and location of required off-street parking and loading spaces 9. An indication of how existing healthy trees (if any) are to be retained and protected from 0 ❑ ❑ damage during construction 10. Size,height,location and material of proposed seating,lighting,planters,sculptures,and water Q ❑ ❑ features 11. A description of proposed watering methods Q ❑ ❑ 12. Location of street vision triangles on the lot(if applicable) Q ❑ ❑ 13. Tabulation of points earned by the plan — see Section 18.48.060, BMC (Landscape Q ❑ ❑ Performance Standards) 14. Designated snow removal storage areas Q ❑ I ❑ 15. Location of pavement,curbs,sidewalks and gutters Q ❑ ❑ 16. Show location of existing and/or proposed drainage facilities which are to be used for 0 ❑ ❑ drainage control 17. Existing and proposed grade Q ❑ ❑ 18. Size of plantings at the time of installation and at maturity x❑ ❑ ❑ 19. Areas to be irrigated o ❑ ❑ 20. Planting plan for watercourse buffers,per Section 18.42.100,BMC (Watercourse Setbacks),if ❑ ❑ 0 not previously provided through subdivision review 21. Front and side elevations of buildings, fences and walls with height dimensions if not El ❑ ❑ otherwise provided by the application. Show open stairways and other projections from exterior building walls Northside Planned Unit Developm nt 22 montana avenue partners,�lc P.U.D.checklist PLANNED UNIT DEVELOPMENT CHECKLISA he appropriate checklist shall be completed and returned as part of the submittal. Any item checked "No" or "N/A" (not applicable) must be explained in a narrative attached to the checklist. Incomplete submittals will be returned to the applicant. A. ❑ Planned Unit Development—Concept Plan. The following information and data shall be submitted: PUD Concept Plan Information Yes No N/A 1. Data regarding site conditions,land characteristics,available Comm c ❑ ❑ ❑ utilities and other related general informatiojabWt adjacent s eof land within one-half mile of the subject pal la 2. Conceptual (sketch) drawings i t o on of the uses of land, ❑ ❑ ❑ major streets nd oth an e r o e site and within one-half mile of the site 3, nkutat n le showing ite'sproposed land use allocations by location and:! s of total site area B. Planned Unit Development—Preliminary Plan. The following information and data shall be submitted: PUD Preliminary Plan Information Yes No N/A I 1. The following information shall be presented in an 8'/2-by 11-inch vertically bound document.The document shall be bound so that it will open and he flat for reviewing and organized in the following order: a. Application forms x❑ ❑ ❑ b. A list of names of all general and limited partners and/or officers and x❑ ❑ ❑ directors of the corporation involved as either applicants or owners of the planned unit development C. Statement of applicable City land use policies and objectives achieved by the x❑ ❑ ❑ proposed plan and how it furthers the implementation of the Bozeman growth policy d. Statement of the proposed ownership of open space areas .❑ ❑ ❑ e. Statement of the applicant's intentions with regard to future ownership of all El ❑ ❑ or portions of the planned unit development f. Estimate of number of employees for business, commercial and industrial 0 ❑ ❑ uses g. Description of rationale behind the assumptions and choices made by the Q ❑ ❑ applicant h. Where deviations from the requirements of this title are proposed, the El ❑ ❑ applicant shall submit evidence of successful completion of the applicable community design objectives and criteria of Section 18.36.090 (PUD Design Objectives and Criteria),BMC.The applicant shall submit written explanation for each of the applicable objectives or criteria as to how the plan does or does not address the objective or criterion. The Planning Director may require, or the applicant may choose to submit, evidence that is beyond what is required in that section. Any element of the proposal that varies from the criterion shall be described i. Detailed description of how conflicts bmveen land uses of different character El ❑ ❑ are being avoided or mitigated j. Statement of design methods to reduce energy consumption, (e.g., El ❑ ❑ home/business utilities,transportation fuel,waste recycling) Northside Planned Unit Developm nt ^� montana avenue partners,1lc '3 i I PUD Preliminary Plan Information,continued Yes No N/A 1. The following information shall be presented in an 8'/z-by 11-inch vertically bound document.The document shall be bound so that it will open and he flat for reviewing and organized in the following order: k. A development schedule indicating the approximate date when construction x❑ ❑ ❑ of the planned unit development, or stages of the same, can be expected to begin and be completed, including the proposed phasing of construction of public improvements and recreational and common space areas j. One reduced version of all preliminary plan and supplemental plan maps and a❑ ❑ ❑ graphic illustrations at 8'/z-by 11-inches or 11-by 17-inches size 2. In addition to all of the information listed on the Site Plan Checklist, the following information shall be included on the site plan: a. Notations of proposed ownership, public or private, should be included .❑ ❑ ❑ where appropriate b. The proposed treatment of the perimeter of the planned unit development, ❑x ❑ ❑ including materials and techniques used, such as screening, fences,walls and other landscaping C. Attorney's or owner's certification of ownership 0 ❑ ❑ 3. Viewsheds: a. Looking onto and across the site from areas around the site,describe and map ❑x ❑ ❑ the views and vistas from adjacent properties that may be blocked or impaired by development of the site b. Describe and map areas of high visibility on the site as seen from adjacent ❑x ❑ ❑ off-site locations 4. Street cross-section schematics shall be submitted for each general category of street,including: a. The proposed width x❑ ❑ ❑ b. Treatment of curbs and gutters, or other storm water control system if other ❑x ❑ ❑ than curb and gutter is proposed C. Sidewalk systems x❑ ❑ ❑ d. Bikeway systems,where alternatives to the design criteria and standards of the ❑a ❑ ❑ City are proposed 5. Physiographic data,including the following: a. A description of the hydrologic conditions of the site with analysis of water Q ❑ ❑ table fluctuation and a statement of site suitability for intended construction and proposed landscaping,in compliance with Section 18.78.120.B.3.c,BMC b. Locate and identify the ownership of existing wells or well sites within 400 0 ❑ ❑ feet of the site 6. If the project involves or requires platting, a preliminary subdivision plat, subject to Q ❑ ❑ the requirements of this title relative to subdivisions,shall be submitted 7. Not withstanding the waiver provisions of Section 18.78.080.B.9, BMC, at the x❑ ❑ ❑ discretion of the City Engineer,a traffic impact analysis shall be prepared based upon the proposed development. The analysis shall include provisions of the approved development guidelines, and shall address impacts upon surrounding land uses. The Director of Public Service may require the traffic impact analysis to include the information in Section 18.78.050.L, BMC. If a traffic impact analysis has been submitted as part of a concurrent subdivision review, that analysis shall meet this requirement 8. if the development's compliance with the community design objectives and criteria is o ❑ ❑ under question, the City Commission may require additional impact studies or other plans as deemed necessary for providing thorough consideration of the proposed planned unit development 9. A proposed draft of a legal instrument containing the creation of a property owner's El ❑ ❑ association sufficient to meet the requirements of Section 18.72.020 (Property Owners Association),BMC shall be submitted with the preliminary plan application Northside Planned Unit Development 24 montana avenue partners, Ilc • C. ❑ Planned Unit Development—Final Plan. The following information and data shall be submitted: PUD Final Plan Information Yes No N/A 1. A list of names of all general and limited partners and/or officers and directors of ❑ ❑ the corporation involved as either applicants or owners of the planned unit development 2. A final plan site plan shall be submitted on a 24- by 36-inch sheet(s) at the same scat as the approved preliminary plan. If a different scale is requested or required,a copy of the aVpn eliminary plan shall be submitted that has been enlarged or reduced to equal the scale of the finwever, only the scales permitted for the preliminary plans shall be permitted for final plans. The te plan shall show the following information: a. Land use data(same information as required on the preliminary site n) ❑ ❑ ❑ b. Lot lines,easements,public rights-of-way as per subdivisi pl)a ❑ ❑ ❑ C. Attorney's or owner's certification of ownership ❑ ❑ ❑ d. Planning Director certification of app val o site plan and its ❑ El ❑ conformance with the preliminary plan e. Owner's certification of acceptance of conditio and restrictions as set forth ❑ El El on the site plan 3. A final landscape plan consistent with nditions and restrictions of the ❑ ❑ ❑ approved preliminary plan shall be s bmitte hall also be consistent with the Chapter 18.48 (Landscaping), xcept that any stated conditions and restrictions of the preliminary roval shall supersede the provisions of Chapter 18.48(Landscapin BMC 4. An official final subdivisi f the site must accompany the final planned unit ❑ ❑ ❑ development plan when apFWble. City approval of the final subdivision plat shall be required before issuance of building permits 5. Prior to sub on of the final plan to the DRC and ADR staff, engineering plans ❑ ❑ ❑ and specificatt for sewer, water, street improvements and other public improvements, an an executed improvements agreement in proper form providing for th ms ation of such improvements,must be submitted to and approved by the City 6. Ian for the maintenance of open space, meeting the requirements of Section ❑ El ❑ 1 040 (Common Area and Facility Maintenance Plan and Guarantee),BMC,shall submitted with an application for final plan approval. Open space shown on the approved final plan shall not be used for the construction of any structures not shown on the final plan Northside Planned Unit Developmint montana avenue partners, Ic 5 *RTIFICATE OF APPROPRIATNESS AECKLIST 1 COA Checklist 1 If a project is located in the Neighborhood Conservation Overlay District or the Entryway Corridor Overlay District, and qualifies for review as a Sketch Plan; Reuse, Change of Use or Further Development of a Site Developed Before 9-3-91; Amendment/Modification of a Plan Approved On or After 9-3-91, this checklist shall be used. See Section 18.34.050 (Sket Plan Review), Section 18.34.150 (Amendments to Sketch and Site Plans) or Section 18.34.170 (Reuse, Change in Use or Further Development of Sites Developed Prior to the Adoption of the Ordinance Codified in This Title), BMC. These checklists shall be completed and returned as part of the submittal. Any item checked "No" or "N/A" (not applicable) must be explained in a narrative attached to the checklist. Incomplete submittals will be returned to the applicant. A. Neighborhood Conservation Overlay District. If a proposed development is located in the Neighborhood Conservation Overlay District, information shall be provided to the appropriate review authority to review prior to granting or denying a certificate of appropriateness.The extent of documentation to be submitted on any project shall be dictated by the scope of the planned alteration and the information reasonably necessary for the appropriate review authority to make its determination.At a minimum,the following items shall be included in the submission: Neighborhood Conservation Overlay District Information Yes No N/A 1. One current picture of each elevation of each structure planned to be altered and such ❑ ❑ ❑ additional pictures of the specific elements of the structure or property to be altered that will clearly express the nature and extent of change planned. Except when otherwise recommended, no more than eight pictures should be submitted and all picture shall be mounted on letter-size sheets and clearly annotated with the property dress, eV direction (N,S,E,WI) and relevant information P_ 2. Sketch plan, with north at the top of the page, in in sit a , c tJ16t and ❑ ❑ ❑ building area dimensions, street and alley front a es wt an 1 all structures with distances to the nearest foot betw e g to gs to property lines 3. Historical information, includi ai le t s pictures, plans, authenticated verbal El ❑ ❑ records and sim e ch doc a at ay be relevant to the planned alteration 4. Mater' or to be used JL ❑ ❑ ❑ 5. Plans, s tc pictures, specifications and other data that will clearly express the applicant's ❑ ❑ ❑ proposed alterations 6. A schedule of planned actions that will lead to the completed alterations ❑ ❑ ❑ 7. Such other information as may be suggested by the Planning Department ❑ ❑ ❑ 8. Description of any applicant-requested deviation(s) and a narrative explanation as to how the ❑ ❑ ❑ requested deviation(s)will encourage restoration and rehabilitation activity that will contribute to the overall historic character of the community B. Entryway Corridor Overlay District. If a proposed development is located in the Entryway Corridor Overlay District, information shall be provided to the appropriate review authority to review prior to granting or denying a certificate of appropriateness. The extent of documentation to be submitted on any project shall be dictated by the scope of the planned alteration and the information reasonably necessary for the appropriate review authority to make its determination.At a minimum,the following items shall be included in the submission: Entryway Corridor Overlay District Information Yes No N/A 1. Sketch plan, with north at the top of the page, including site boundaries, accurate lot and El ❑ ❑ building area dimensions, street and alley frontages with names, and location of all structures with distances to the nearest foot between buildings and from buildings to property lines 2. Plans, sketches, pictures, specifications and other data that will clearly express the applicant's x❑ ❑ ❑ proposed alterations 3. Such other information as may be suggested by the Planning Department x❑ ❑ ❑ 4. If the proposal includes an application for a deviation as outlined in Section 18.66.050 ❑ ❑ ❑ (Deviations),BMC, the application for deviation shall be accompanied by written and graphic material sufficient to illustrate the conditions that the modified standards will produce, so as to enable the City Commission to make the determination that the deviation will produce an environment, landscape quality and character superior to that produced by the existing standards, and will be consistent with the intent and purpose of Chapter 18.30 (Entryway Corridor Overlay District),BMC. 2! Northside Planned Unit Developmgnt V montana avenue partners, Ic i C. Reuse, Change of Use or Further Development of a Site Developed After 9-3-91. If an application is for Reuse, Change of Use or Further Development of a Site Developed After 9-3-91, the following items shall also be included on the sketch plan or as part of the submission: Reuse,Change of Use or Further Development Information Yes No N/A 1. Parking and circulation x❑ ❑ ❑ 2. Drainage patterns Q ❑ ❑ 3. Floor plans ❑ ❑ ❑x Length of time since current/previous use:l year Proposed use: included with P.U.D.submittal information D. Landscape Plans. If a landscape plan is required, the following information shall be provided on the landscape plan: Landscape Plan Information Yes No N/A 1. Date, scale, north arrow, and the names, addresses, and telephone numbers of both the x❑ ❑ ❑ property owner and the person preparing the plan 2. Location of existing boundary lines and dimensions of the lot x❑ ❑ 0 3. Approximate centerlines of existing watercourses, required watercourse setbacks, and the x❑ ❑ ❑ location of any 100-year floodplain; the approximate location of significant drainage features; and the location and size of existing and proposed streets and alleys, utility easements, utility lines,driveways and sidewalks on the lot and/or adjacent to the lot 4. Project name,street address,and lot and block description x❑ ❑ ❑ 5. Location,height and material of proposed screening and fencing(with berms to be delineated El ❑ ❑ by one foot contours) 6. Locations and dimensions of proposed landscape buffer strips, including watercourse buffer x❑ ❑ ❑ strips 7. Complete landscape legend providing a description of plant materials shown on the plan, ® ❑ ❑ including typical symbols, names (common and botanical name), locations, quantities, container or caliper sizes at installation, heights, spread and spacing. The location and type of all existing trees on the lot over 6 inches in caliper must be specifically indicated 8. Complete illustration of landscaping and screening to be provided in or near off-street parking Q ❑ ❑ and loading areas,including information as to the amount(in square feet) of landscape area to be provided internal to parking areas and the number and location of required off-street parking and loading spaces 9. An indication of how existing healthy trees (if any) are to be retained and protected from x❑ ❑ ❑ damage during construction 10. Size,height,location and material of proposed seating,lighting,planters,sculptures,and water ❑ ❑ ❑ features 11. A description of proposed watering methods a❑ ❑ ❑ 12. Location of street vision triangles on the lot(if applicable) x❑ ❑ ❑ 13. Tabulation of points earned by the plan — see Section 18.48.060, BMC (Landscape Q ❑ ❑ Performance Standards) 14. Designated snow removal storage areas Q ❑ ❑ 15. Location of pavement,curbs,sidewalks and gutters x❑ ❑ ❑ 16. Show location of existing and/or proposed drainage facilities which are to be used for x❑ ❑ ❑ drainage control 17. Existing and proposed grade Q ❑ ❑ 18. Size of plantings at the time of installation and at maturity 0 ❑ ❑ 19. Areas to be irrigated 0 ❑ ❑ 20. Planting plan for watercourse buffers, per Section 18.42.100,BMC (Watercourse Setbacks),if ❑ ❑ Q not previously provided through subdivision review 21. Front and side elevations of buildings, fences and walls with height dimensions if not x❑ ❑ ❑ otherwise provided by the application. Show open stairways and other projections from exterior building walls Northside Planned Unit Developm nt montana avenue partners,�lc 27 Application Checklist "Not Applicable"Narrative Site Plan Checklist • (B.3)A construction route map shall be provided showing how materials and heavy equipment will travel to and from the site. The route shall avoid, where,possible, local or minor collector streets or streets where construction traffic would disrupt neighborhood residential character orpose a threat to public health and safety. Given the location of the site adjacent to two major arterial streets(Oak and Rouse), construction traffic will have adequate room for site access. In addition,existing adjacent properties(Montana Department of Transportation,Bozeman Brick,and Big Sky Asphalt) are all of intensive uses and all require construction traffic that is equal or greater than what will be necessary for construction of the proposed development. • (B.11)Total number, type and density per type of dwelling units, and total net andgross residential density and density per residential parcel. The proposed development does not include dwelling units or residential parcels within its scope. • (B.15.c)Building Design Information;floorplans depicting location and dimensions of all proposed uses and activities The actual design for three of the four structures will not occur until after P.U.D. approval. However,uses and approximate building square footages will be defined in the P.U.D. submittal. All structures will be designed to conform with the created design guidelines,as well as be submitted for COA approval. • (C.8.b c d)Surface water, including:watercourses, water bodies, and wetlands...ffoodplain analysis report in compliance with Chapter 18.58,BMC if not previously provided with subdivision review. The proposed development does not exist adjacent to watercourses,water bodies,or wetlands, nor does it exist within a 100-year floodplain. • (C.11)Significant rock outcroppings, slopes of greater than 15%or other significant topographic features. . The proposed development site is visually flat with no significant topographic or natural features. • (C.14)Fences and walls, including typical details. The proposed development does not include any fences or walls as part of the site development. (C.24)Historic, cultural and archeological resources, describe and map any designated historic structures or districts, and archeological or cultural sites. The proposed development does not include any of the above structures or features. Landscape Plans • (D.20)Planting plan for watercourse buffers,per Section 18.42.100,BMC, if not previously provided through subdivision review. The proposed development is not adjacent to any watercourse buffers. Northside Planned Unit Development A montana avenue partners, Ic J • 1 • 1 i I i I I • f t n I �v w I • t , Chapter 3 Background and Overview Northside Planned Unit Developm nt montana avenue partner milt 31 a e ci i i Legal Description The legal description of the Northside Subdivision is as follows: Lots 1-32,Block 1,Imes Addition,in the SWl/4 of Section 6,Township 2 South,Range 6 East,P.M.M.,Gallatin County,Montana. Location The Northside Subdivision is located in Bozeman,Montana within the Lots 1-32,Block 1 , Imes Addition,in the Southwest'/o of Section 6,Township 2 South,Range 6 East,P.M.M., Bozeman,Montana. The Subdivision is physically identified as the 3.02-acre(Gross Area) parcel bounded by Oak Street(south),Railroad Tracks(north),Rouse Avenue(east)and North Montana Avenue projected(west). Primary Plan Elements There are four primary elements or area types within the Northside Subdivision: • Office; • Retail; • Gymnastics Studio/Dance Studio;and • Coffee Shop/Cafe Office Space Office space will occupy approximately 18,300 sf in buildings one,two and three. It is anticipated that this office space will utilize approximately 36 employees. Retail Building three will include approximately 5336 sf for retail space. It is anticipated that approximately 6 employees will be employed at one time for retail use. r Gymnastics Studio /Dance Studio A gymnastics studio(Lone Mountain Gymnastics)will occupy all of building four,which is approximately 16,970 sf in size. Additionally,a swimming pool will be located within the studio. Lone Mountain Gymnastics will employ approximately 30 people,with a maximum of 12 employees working at one time. A dance studio will occupy approximately 4705 sf of building 2. It is anticipated that 6 employees will work for the studio. Coffee Shop /Cafe Building three will host a coffee shop/cafe that will occupy approximately 1522 sf. Approximately 6 employees will be employed at the coffee shop/ cafe. Infrastructure The Northside Subdivision is located within the City Limits of Bozeman,Montana. The Northside Planned Unit Developm nt montana avenue partners,1lc 33 project proposes to utilize City of Bozeman and other public utility infrastructures to provide required services to the community. Below is a brief summary of service suppliers and availability;detailed evaluation of infrastructure is provided in subsequent chapters of this application. Roads Connection to the existing City transportation network will be by existing arterials and local streets. North Montana Avenue shall be designed and constructed in compliance with current City Standards and-the City Transportation Plan.Table 3.1 summarizes off-site roads that will connect North Side to the transportation network. Table 3.1 —Off-Site Connecting Roadways Street Standard Status/Improvements Oak Street Principal Existing: Fully constructed along the length of North Side. No Arterial existing sidewalks. Improvements: North Side to construct sidewalks adjacent to project. Rouse Principal Existing: Partially constructed adjacent to North Side without Avenue Arterial curb/gutter and sidewalk. Improvements: North Side will not make any improvements to Rouse Avenue, as this portion of the road is currently under design for a MDOT project. N. Montana Local Existing: Constructed to rural standard. Avenue Street Improvements: North Side to up-grade roadway to City Standards adjacent to project. Curb and gutter and sidewalks . will be installed on the eastern portion of the street. Arterial and local standard streets define three sides of the perimeter of the North Side subdivision. The subdivision will utilize an existing access off of Rouse Avenue,which will be defined as full access and won't restrict any turning movements. The second access,located at the intersection of N.Montana Avenue and Oak Street,will be defined as full access off of Oak Street;however.tu,ur `Wing movements onto Oak Street from N.Montana Avenue will be restricted t no ght-out turning movements only. . OZ QVV) Water and Sewer 4Y ( Water and sanitary sewer service is proposed to be supplied by the City municipal systems. Water and sewer mains are currently adjacent to,or bi-sect the project. Table 3.2,below, summarizes existing mains. Table 3.2—ExistingWater and Sewer Mains Street Water Sewer Comment Main Main Oak Street 12" 1983 Water Systems Improvements Rouse Avenue 12" 30" N. Montana 12" 1994 Water Renovation Project Avenue Other 10" 15" 10"D.I.P Bisects property (Pea Cannery Factory Line) 15"VCP runs directly North of project 34 Northside Planned Unit Development montana avenue partne s, Ilc I �i(R S G°� �� ��� � ��� �► s For internal distribution and collection,water and sewer mains will be constructed within the proposed public road R/W or utility easements. Storm Drainage Storm water collection and management will be conducted in accordance with City standards. Storm water will be collected by curb&gutter and routed to an underground detention system by catch basin and storm pipe. Storm water will be released from the project at or below 10- year pre-development rates to an existing outlet system currently servicing the site. Other Services Table 3.3 below summarizes other infrastructure/life safety service vendors that will be utilized by the community: Table 3.3—Service Providers Service Company Power Northwest Energy Natural Gas Northwest Energy Cable Television Bresnan Police City of Bozeman Fire City of Bozeman Ambulance AMR Hospital Bozeman Deaconess Mail Service U.S.P.S. Adjacent Zoning / Land Use Zone The North Side project is currently zoned M-1,adjoined zoning is primarily industrial with the exception of B-2 zoning to the northwest of the project(see Figure 3.2—City Zoning Map). Land Use Northside is surrounded by a variety of land use that can be generalized as light industrial and manufacturing(See Figure 3.1 —Adjoining Land Use Map). To the south--of the subdivision the land use primarily light industrial (Count),Fairgrounds and the Montana Department of Transportation offices and storage yard). To the west-is light industrial/manufacturing,which includes Revelations Industries and retail sites. To the north:is a 3-acre parcel,the railroad tracks and Interstate 90. Lastly,to the-east;are Big Sky Asphalt,and Bozeman Brick,Block and Tile,and two private residences. The mixed use and density proposed by the Northside Subdivision is consistent with the existing adjacent land use. Land Use and Density Table 3.4—Project Density-below provides anticipated employee ranges within specific land use categories. It should be noted that the number of employees is estimated,as the proposed building uses were not finalized at the time of this application. Northside Planned Unit Developm nt montana avenue partners,�lc 35 Table 3.4—Project Density Northside Planned Unit Development Building Proposed Use Area of Use (sf) #of Employees 1 Office 12,000 16 2 Dance 4705 6 Office 2300 10 3 Restaurant/Caf6 1522 6 Retail 5336 6 Office 4000 10 4 Gymnastics 16,970 30 (max. 12 at one time) Northside Planned Unit Develo m nt 36 montana avenue partners,1lc Fig*.1 Adjoining Land Use Map c b 1;� • y BRYANT sr Su::a sr DIVISION O•� I OQ bo , o , 3 D i Q tV TA-MARACK S'T L TAMAKA01 S7 u F A'PEN S7' Eu a C r 5_ U C \4 L CU Pi•f\YUO) 51 -° 1r - t'COT'.[ WVr# u'•_ I_ At'H . i E PLU: 1 S1 r f s y • C t 3111IRT r LEGS" NOR WH E SUBDIVISION "r"^intn11i0M1ji10 SW 114 SECT/ON 6, •T.2.S., R.6.E.. P.M.M. ©m---* GALLATIN COUNTY, MONTANA � w� o-� N ADJOINING LAND Mcchem Ro1•ssla USE PL A N b 601 Hift Dr,kthf 2 a.....,,r kwffxnMT59715 ('w�.o..sror�r..r.r�.r �N.at"'r...e...e.r 513&m FIGURE 3.1 FAX(40615116.17911 ®.p.ovuir...w NOT TO SCALE nAm Am 2000 PWG=Mu 06491001 6 CW*%l•2004 HW E"hw"ha.M MOM R-& Northside Planned Unit Develo m nt montana avenue partners,T' 37 • • Figure 3.2 City Zoning Map s M-2 IB 2 j NOR THS IO - SUBDI VIS/ON i I 1 I I' t11k1'II A� ti` P. I . i N' VA I k�\('K tit -:1 •\�C7�k'��1: �t R-4 rpm HMU Y tct r �� (---(►t rn�tvG«, at �.(��rrrayv°r�r►n�'r- _ LECE" NORTHS/DE SUBDIVISION SW 114 SECT/ON 4 T.Z8., R.&E., P.KM -- GALLATIN COUNTY, MONTANA - ;� HKM bum km �':�. CITY ZONING k poi or kftl ° _...__.��. .- - MAP Ba nAmrsnis --.-� '- (0)2"W �""'- FIGURE 3.2 PAX(406)5861730 NOT TO SCALE aw qua:oas PrAm w oa+wa� Olgrl/�t 0 200�INI(1�MtM M.N 10/R,R.wn,t Northside Planned Unit Develo nt montana avenue partneTTI 39 veh�/vj 3 • Fig*13 Project Phasing Diagram fli is,42:tu.-t 11!f-'I t I I I - lWezl rt — — — — — — — —— — — — — —— /BUILDING NO. i BUILDING 0 k -4,N 2 FAL Comm Vy saa AA-J .7. 1. WILDING NO. 4 rIX-4rAM i 'I � ( I r .�. A BUILDING•NO.3 v.FA.-47%X Lo. 7-7-f, -J 0-1 ? -J L NORTHSIDE SUBDI VISION SW 114 SECTION 6, T.2.5., R.O.E., P.M.N. GALLATIN COUNTY, MONTANA C-� KKM&QUOM4 bm PROJEC T PHA SING MCChwWftdeu1OWk1;. vJW VA '10sfa 1 [4 601 NWw Dr.Sufte 2 DIAGRAM 6mmm,MT 9715 uJ I w,�,, 7 (406196MU 4 FIGURE 3.3 FAX(406)586-1730 200 2W DAM"21M PRMCI In 04UPILIM J Cup)d0l 0 2005 HKM E"howbn An RIOU R—& Northside Planned Unit Developm n montana avenue partners,lict 41 I Northside Planned Unit Develo m nt 42 montana avenue partnefs,e(Ic Chapter 4 I Chapter 4 Statement of Planning Objectives Northside Planned Unit Developmerent 43 montana avenue partns, Ic Applicable City land use policies and objectives achieved b the proposed plan PP tY P 1 Y P P The project exists within a land use designated asdndustrial by Bozeman's 2020 Community Plan. In addition,the project is adjacent to three prominent entryway corridors making it an important element for establishing a sense of place that is a part of Bozeman. To maintain consistency with adjacent Industrial land uses,existing on-site structures will be redeveloped to maintain their form and character. However,because of the development's proximity to nearby residential use,as well as its potential for defining a sense of place given the visual prominence from adjacent traffic patterns,the type of uses will encourage higher pedestrian activity than typically exists within an industrial area. Creating more pedestrian uses will help give a viable image to this highly visual part of Bozeman. Common space will be developed to have an overall level of functional clarity,although specific detailing and landscaping will be scaled for the pedestrian. The mixture of uses existing in the development will help define the intersection of Oak and Rouse as a center for the surrounding neighborhood,which includes residential,industrial,and public institution uses. Ideally,the completed development will act as a catalyst for the revitalization of surrounding properties. Proposed ownership of space and intentions for future ownership of all or portions of the P.U.D. The Northside project is being developed by Montana Avenue Partners,LLC.It is the intent of the entity to-improve the site as proposed in our Planned Unit Development and Sub-Division plan as submitted.We also intend to se11=16t's-#1-and_#4�to owner users who will improve those lots for their respective uses as defined in the PUD&Covenants.The remaining two lots will be improved by Montana Avenue Partners,LLC for commercial rental use. Estimate of number of employees for business, commercial and industrial uses Building 1: 16 employees for office use Building 2:6 employees for dance use,10 employees for office use Building 3: 10 employees for office use,12 employees for retail and cafe use Building 4: 30 employees,a maximum of 12 working at one time for gymnastics Total estimated employees: 84(see shared parking study,Appendix 1,for approximate employee distribution throughout the day) Description of rationale behind the assumptions and choices made by the applicant The assumptions and choices of the Northside P.U.D.create a place that is inherently Bozeman,specific to the industrial history and character of the site,and promotes a viable image of place. The importance of this task is heightened by the location of the project bordered on three sides with prominent entryway corridors. In addition,the scale of existing industrial structures on site provide a unique opportunity for uses such as instructional gymnastics or dance that would otherwise be forced to the edges of town due to their spatial requirements. These uses are important in that they keep the site active on weekends and during evening hours,helping to create a viable image,but also increasing the level of safety for the surroundings. In addition to being a visually important location,the site is in close proximity to downtown Bozeman,the fairgrounds,and the residential expansion of Northside Planned Unit Developmint montana avenue partners, Ic 45 the Northeast neighborhood. Because of this,the intersection of Oak and Rouse becomes a critical node and acts as a neighborhood center. The concept of creating a pattern of community development oriented on centers rather than along corridors is consistent with the goals of Land Use described in 6.1.1 "Goals and Objectives"of the Bozeman 2020 Community Plan. The redevelopment of the site uses the corner of Oak and Rouse to anchor the overall design. The existing building mass at the corner has been adjusted to increase visibility. This allows landscaping and outdoor pedestrian elements to create a stronger pedestrian scale design at the corner,marking the entrance into the site. Site lines and pedestrian paths extend from the individual building entry points to the site perimeter creating a connection between adjacent uses and the development. Vehicular circulation and parking layout is based on clarity and ease of use. This clarity allows the pedestrian open spaces and landscaping to take precedence and not feel as if they are residual space within a parking lot. Choices made in creating this P.U.D.deviate in some ways from traditional development standards as outlined in the Unified Development Ordinance. It is the understanding that traditional development standards are created under the assumption that a new development is being proposed and the opportunity exists to meet the applicable standards. In the case of the Northside P.U.D.,pre-existing-conditions_exist;—_making=it_impossible_to_meet develop em nt ,standards without severelyreducing-the-integrity-and-character-of the=site.-)Proposed relaxations are intended to satisfy the intent of development standards,yet adapt to the pre- existing conditions of the site. The relaxations act as incentives for a developer to revitalize a site within Bozeman's existing infrastructure and begin to implement many of the patterns, policies,and concepts outlined in Chapter 6,Land Use of the&7,eman 2020 Community Plan. Given the existing conditions of the site,as well as the need--to--Create-common-space--that ,exi sts-as-a=separate_entity_for=insurance,aability,_and--main tenance=reason s,-the-development creates=four=(4)=individually-owned-lots--which=exist-along the-perimeter-of-a-fifth_commonlyi owned-lot. With the exception of a common space maintenance building,the common space tract is recorded as;no-build* This allows the common space to satisfy open space requirements,parking requirements,and act as the required yard space for the individually owned building lots. This creates yards and open space that are the responsibility of all four individual lot owners in proportion to the respective lot's net leasable area. Ideally this develops a more consistent landscaping theme and maintenance schedule allowing the buildings to exist within a common place,irrespective of their individual property lines. 46 Northside Planned Unit Developmgnt montana avenue partners, Ic Applicable community design objectives and criteria of 18.36.090, BMC Land Use Classifications-18.36.090.B Growth Policy Designation The project site is designated as`,Industrial—"by the Bozeman 2020 Community Plan. Uses within this designation are potentially intensive,supporting manufacturing,warehousing,and transportation hubs,and dependent on adjacent transportation corridors. The proposed uses occurring within the project are of a less intense nature,specifically office-space,_instr-uctioal dance,gymnastic=facility„coffee-shop,and retailiuses> However,the proposed uses are more adapt for existing within three of Bozeman's entryway corridors than the traditional industrial use. The existing buildings on site will retain their overall form and scale to match the surrounding industrial fabric. However,specific detailing,entryways,outdoor space,lighting, and landscaping will be articulated to have an industrial;feelibut_scaled=to'a more=pedestrian} ' lse� This will allow the site to have a character that is not foreign to the surroundings or history of the place,yet adapts itself to new uses by adjusting the scale of user experience. Zoning Designation The property is zonedfM�J)(Light Manufacturing District). The following is a list of proposed relaxations that deviate from the objectives and criteria stated in the Bozeman Unified Development Ordinance for a property zoned M-1,as well as those applying to all developments. Proposed Relaxations: The following listsdl;relaxatiom 5_of the,l 1,proposed relaxations are a direct condition of existing)characteristics on site. With the exceptions of the proposed use relaxations,the- remaining are indirect conditions of existing site characteristics. For example,the locations of existing buildings restrict the flexibility of a parking layout to satisfy landscaping. 18.20.040"Lot Area and Width"for lot width of Lot 3 Lot 3 is slightly larger than the existing building 3 footprint and has a width of approximately 55 feet. The minimum lot width allowed in M-1 zoning is 75'-0". The proposed reduction will help define the adjacent common space as a separate entity creating an insurable parcel and clarify ownership responsibility between outdoor space and building space. 18.20.050"Yards"20'building yard setback for Lot 1,Lot 2,Lot 3,Lot 4 ` -r� Minimum front yard setbacks for a buildings in an M-1 district are 20'-0". Lot 2,Lot 3,and Lot 4 are created from existing buildings. Lot 1 is created from a new building,however the ' ti O building has been located so that it is adjacent to the existing granary. Although property lines D for the individually owned lots are offset slightly from each building footprint,the common -- space creates adequate landscaping and open space around each building. Therefore,the common space acts as the yard for all individual lots,exceeding the minimum 20'-0"setback. See additional reasoning in the section describing rationale and choices made by applicant. -, 18.30.060.B"Setback,Parking,Building, and Landscape Standards"Rouse and Oak Setbacks The existing Building 2 and existing Building 3 are both within the 25'building setback for an entryway corridor. It is proposed that both buildings will stay at their current location, i� maintaining their important presence along the street. The existing facades of both buildings will be manipulated to provide some building transparency and a pedestrian scaled connection to the adjacent sidewalk. Northside Planned Unit Developm nt montana avenue partners,Sic 47 18.44.090.2"Access"Frontage for individual lots Lot 1 is based on the existing location of the Granary Building and its adjacency to the Qproposed Building 1. Although it does not front a public or private street directly,Lot 1 fronts the common space tract which is a"no-build"area. The adjacent common space to Building 1 entry has been designated as open space and will be designed as a public plaza with a combination of pedestrian hardscape and landscaping. See additional reasoning in the section describing rationale and choices made by applicant. J 18.44.100"Street Vision Triangles"Encroachment at Oak and Montana Ave. Building 4 encroaches the 50'street vision triangle required where either intersecting street is classified as an arterial. We propose the footprint of Building 4 to stay. However,safety issues created by the building encroachment will be mitigated through restricting left turns from Montana Avenue onto Oak Street. Building 3 presents a greater safety concern with the existing footprint existing within the 50'street vision triangle and decreasing vehicular visibility in all µY� directions. To increase visibility at this corner we propose to adjust the building footprint to occur within the 50'street vision triangle. This will be replaced with a pedestrian scaled patio and landscaping,allowing the corner of Oak and Rouse to become a visual marker for the revitalized development. The existing steel frame structure of building 3,currently enclosed by the building skin,will remain in its current location and become an exterior overhead shading device for the patio area. These building elements will help maintain a corner presence and preserve the industrial character without sacrificing safety. n 18.20.020"Authorized Uses"Retail Space not associated with goods produced or warehoused on site Building 3 proposes ground level retail space,the floor area for retail space is approximately 5400 square feet which will be further divided into smaller retail lease spaces. This is intended to create a diversity of uses on site throughout the day. It also is consistent with Bozeman's 2020 plan for creating"a diverse mix of activities...within proximity of each other."(6.1.2 Land Use Principals)By nature of this land use,the architectural considerations will help create a more transparent building facade with the use of storefront window systems along Oak Street,creating a connection between building and street. This use also will help provide an interactive environment for the neighborhood center created at the Oak and Rouse intersection. 18.20.020"Authorized Uses"Restaurant that is not a part of a food processing facility V� Building 3 proposes a small cafe/coffee establishment that will occur at the corner of Oak and. Rouse. The 850 square feet of proposed seating area will add a much needed mixed use to the neighborhood. In addition,this use will provide support for the other buildings on site. It also ` extends activity beyond the traditional work day,helping to create a sense of vitality and safety. L} The cafe/coffee establishment will be encouraged to utilize the outdoor patio space occurring at the corner of Oak and Rouse. 18.20.020"Authorized Uses"Arts and Entertainment Use Building 2 proposes an instructional dance facility serving a similar demographic to the permitted gymnastics facility. This use is consistent with the development's goals for portraying an active and creative image of Bozeman. This use will be open in the evening V hours and on weekends,contributing to the vitality of the area,as well as increasing safety. The dance facility will compliment the adjacent permitted gymnastics facility for parents who have children involved with both programs. The arts,by nature,provide an opportunity for expression,vitality,and community interaction. These are all characteristics which,given Northside Planned Unit Developm nt 48 montana avenue partners,1lc the location of the site within three entryway corridors,help to display a positive image of Bozeman. 18.46.040"Number of Parking Spaces Required" reduction to the minimum required parking spaces The P.U.D. proposes to reduce the required non-accessible spaces from 155 to 118. A shared parking study has been created using data from"Dimensions of Parking"published in 2000 by the Urban Land Institute. See Appendix 1 for the shared parking study. The shared parking study shows the parking lot active and changing throughout the.course of a day. The study assumes that a given use will reach its peak parking demand a few key times during the day. Otherwise,it is only using a percentage of the parking spaces allocated based on its use and building square footage. Ideally and as the study shows,the peak demands for different uses do not overlap,lessening the overall parking spaces required. For example,the mnastic's � P g P gP 9 P gY _.J building is primarily used after 5 p.m.,whereas the office spaces are used between 8 a.m.and 5 p.m. The different parking demand rates are overlaid through the course of a day to see when the parking lot will be most congested. The results of the study show that the overall peak parking demand on site will be kept below the 118 parking spaces provided at any given time during the day. This is an opportunity to decrease the amount of hardscape necessary to support the development and increase the amount of landscaping. In addition to the parking, the shared parking study shows the development stays active throughout the full course of a day,maintaining vitality in a part of town that currently shuts down at 5 p.m.. 18.20.060"Building Height"increase of maximum building height due to intensification of use Building I proposes to renovate the existing granary in addition to approximately 10,000 square r 0 feet of new construction. The renovated granary and new construction will be designated as office space. Maximum building height for M-1 zoning is 45'-0". The existing height of the granary is approximately 60'-0". This height will remain unchanged,however the use of the structure changes from storage to office. In order to access the renovated granary,vertical circulation beyond the existing granary footprint may be necessary. This vertical element will be limited in size per the Design Guidelines and will not be allowed to exceed the height of the existing granary. 18.48.050.C.2.e.(2) "Mandatory Landscape Provisions"increase to the maximum distance of unbroken rows of parking — The above referenced section states"Internal parking lot landscaping provided shall be j proportionately dispersed so as to define aisles and limit unbroken rows of O parking to a maximum of 100 feet..." Given the existing conditions of the site both in building footprints and vehicular circulation of adjacent streets,the flexibility of a parking layout is limited without sacrificing overall clarity and the creation of enough parking spaces to meet development standards. To compensate for a longer row of unbroken parking a 1 - p g p g paces( 27' 0"),additional landscaping has been provided for the parking where possible that actually doubles the parking lot landscaping minimum requirements. Responsibility for Impact Mitigation-18.36.090.D The improvements proposed by the planned unit development will occur in a manner that is sensitive to the surrounding traffic flow and businesses. Entry and exit points at the site will be limited to one on Rouse and one on Oak in the locations designated on the site plan,,the points of entry and exit designated for the completed development will be the same during Northside Planned Unit Developm nt montana avenue partners,�lc 49 construction. In addition,storage areas for construction materials and equipment will be designated to help reduce the visual impact during construction. Design Objectives/PUD Review Criteria for All Development-18.36.090.E 1)Does the development compy with all City design standards, requirements and specifications for the following services:water supply,trails/walks/bike ways,sanitary supply,irrigation companies,fireprotection,electricity, flood hazard areas, naturalgas,telephone,storm drainage,cable television,and streets? All services and systems conform to the building codes adopted by the City of Bozeman Building Department. Streets,curbing and gutters are designed to meet the city engineer's standards,unless detailed otherwise(see Appendix 2 Reduced Plans). Trails,walks,and bikeways create a connection between the perimeter of the site with the individual building entrances. 2)Does the pr ject preserve or replace existing natural vegetation? Currently natural vegetation on site is limited to 8 evergreen trees along the east property line. The city forester is requesting'the northern 5 evergreen trees be removed due to sub-grade waterline conflicts and overhead powerline conflicts. The remaining 3 trees will remain and become a part of the new project layout. In addition,new deciduous trees will be planted inside of the existing line of evergreen trees to be incorporated with the pedestrian walkway and drought tolerant landscaped areas. See the landscaping plan for further information on vegetation. 3)Are the elements of the site plan designed and arranged to produce an efficient,functionally organised and cohesive planned unit development? The overall site is designed using an industrial simplicity to organize vehicular and pedestrian circulation. Aside from ease of vehicular use,creating a simple parking layout allows the pedestrian spaces to become more prominent as opposed to letting the vehicle dictate the layout. Pedestrian paths align with each building entry,creating a range of primary spaces and secondary spaces for different types of use. 4)Does the design and arrangement of elements of the site plan contribute to the overall reduction of energy use by the project? Individual building design and renovation will encourage passive solar techniques. Site lighting is designed to create the necessary amount of lighting for safety,without the need to illuminate the overall site. Rainwater is re-used where possible to feed the landscaped areas adjacent to the buildings. All buildings will conform to the energy code. Drought tolerant landscaping is designed to reduce the overall need for irrigation without sacrificing visual interest and pedestrian use. S)Are the elements of the site plan designed and arranged to maaimi,�e the privacy by the residents of the pr iect? The project does not include residential use. The only off-site residential adjacency occurs to the East. Landscaping along the East property line will provide screening from parking,as well as create usable public space along Rouse. 6)Does the design and arrangement of buildings and open space areas contribute to the overall aestbetic quality of the site configuration? The original buildings on site will be preserved in form and mass with the exception of Building 2 which gets reduced in size to the original brick building. This arrangement of buildings creates a backdrop surrounding the newly created common space. Industrial 50 Northside Planned Unit Development montana avenue partners, Ilc L I { c .lcz S 0 elements of the existing buildings will be preserved to retain the site's history. The overall layout is kept simple,giving more attention to details and materials. 7)PUD must earn hvendy performance points. For open space performance points,one point isgiven for each percent of theproject area that isprovided as nonpublic open space. Theportion of theproject to be considered iri determining the size of area to be provided for open space shall be the gross project area less areas dedicated and transferred to the public,and/or used to meet the parklands requirements of(6)above. The area provided for open space shall-be_exclusive-of yard setbacks-on ndividua!!v-owned-7otc and interior park'ng lot landscapine and subject to the pe formance standards of chapter 18 50 BMC Pre-existing site conditions,in addition to parking requirements,dictate the placement and location of open space. To create the opportunity for additional open space,the overall building footprints have been reduced from 43,719 square feet to 36,738 square feet(includes the difference of demolished footprint to new construction). In addition the parking area has been reduced using a shared parking study to allow the parking to meet standards for the development. Open space has not been calculated within the"yard setbacks on individually owned lots"and occurs over the commonly owned space between lots,or on areas dedicated for public use. Although it is not defined as Park Land,Open space is consistent with the Park Land performance standards of chapter 18.50.060,BMC which states that"Park land shall,at a minimum,have frontage along at least 50 percent of its perimeter on public or private streets or roads." The calculations for open space are as follows: Project Gross Area: 131,551 square feet 20 points required @ each point worth 1%of project area dedicated to non-public open space 20%of 131,551 =26;31:0>square feet of required non-public open space On site open space not including areas within individually owned lot setbacks or required parking lot landscaping=--23,473=square feet 26,310(required)-23,473 (provided) =c283-7-square-feet-of-of€-site-open-space_deuelopment/D ccash_inz-lieu-_-) 23,473/131,551=17.8%or 17.8 points met with on-site open space (2.2 points to be accounted for with cash-in-lieu of parkland). 8)Is the development being properly integrated into development and circulation patterns of adjacent and nearby neighborhoods so that this development null not become an isolated`pad"to adjoining development? The development is an existing site that,by nature,is a part of adjacent developments. The creation of an internal parking lot and entrances that do not necessarily front adjacent streets create the potential for isolation from the surroundings. To avoid this condition,pedestrian paths are created to puncture the perimeter and reach into the site aligning with building entrances. The open spaces created are linear,reaching through the site along which smaller pockets of interest and outdoor space are created. In addition,the corner of Oak and Rouse has been carefully considered to create a connection to the surroundings that acts as a neighborhood center as opposed to a private development entrance. Design Objectives/PUD Review Criteria for Industrial areas(M-1) 1)Is the pr ject located adjacent to an arterial or collector street that provides adequate access to the site? Yes,the project is surrounded by three entryway corridors,two of which are defined as arterial streets both providing access into the site. Northside Planned Unit Development montana avenue partners, Ilc 51 2)Is the project developed such that the least intense uses shall be located along the arterial streets,where visibility to the public is likely? More intense uses such as beavy industrial uses and warehousing activities will be located away from the arterial streets, buffered by the other uses. Yes,uses that benefit from high visibility and pedestrian turnover are located close to the intersection of Oak and Rouse(retail and coffee). Uses that do not necessarily benefit from exposure,with less turnover throughout the day are pulled away from the arterial streets(office use). 3)Does the project utiA.Ze a landscaping theme that will tie adjacent uses orpr jeas together? The landscaping is intended to create a linear theme along both Rouse and Oak,providing the opportunity for other improvements to continue in a similar pattern. The landscaping is also used to reinforce the linear nature of circulation passing through the site. This creates site lines that are continuous,potentially carrying into the next development as opposed to creating a terminus or dead end for future development. 4)Is thepr iect being developed on land substantially surrounded by developedpropery with existing services and utilities already available? Yes,existing utilities are available along North Rouse,in addition to a 10"waterline running through the site perpendicular to North Rouse. When necessary and as requested by city engineers,any old utility connections being re-used will be updated and brought up to current codes and standards. S)Does the pr ject provide for outdoor recreational areas for the use and enjoyment of those working in or visiting the development? Working within the limits of an existing site and buildings,the site design attempts to create a range of small scale outdoor areas for pedestrian use. These areas are located and designed to support the different building uses. The outdoor areas are also arranged to extend beyond users of the development and act as a link for future pedestrian movement along Rouse and Oak. i Describe how conflicts between different land uses of different character are being avoided or mitigated The revitalization of industrial buildings allows the project to fit the scale and character of adjacent buildings but infuses a much needed pedestrian element in an area lacking vitality given its prominent location. Traffic flow in and out of the project is kept simple to not conflict with the more intensive traffic uses required by adjacent businesses. The project will be a positive addition to the neighborhood,benefiting surrounding land uses by increasing the amount of pedestrian activity. Statement of design methods to reduce energy consumption Existing materials on site that are being removed from non-usable areas of the site,including concrete,metal siding,and wood framing,will be re-used where possible throughout the project. This includes using broken concrete as pavers and potential low-landscape walls. Metal siding will be either re-used on-site or distributed to a local building material salvage company for re-use on new structures off-site. Recycling on-site materials will help create building palette that is consistent with the surroundings and history of the site. All building designs will encourage the use of daylighting in both passive and active applications to help reduce the use of artificial lighting throughout the day. When possible,landscaping adjacent to buildings will use rainwater from the roofs for irrigation. Primary surface landscaping will be drought tolerant species to reduce the overall water usage of the common space. Northside Planned Unit Development 52 montana avenue partners,ellc n • � b ., ti:�.. i i I I �+ 1 i • 1 i i 1 i I . i i i Chapter 5 Environmental Assessment Northside Planned Unit Development montana avenue partners, Ilc 53 I ' Environmental Assessment The following is a"Environmental Assessment"for the Northside Subdivision that addresses the following elements. • Landforms; • Geology; • Hydrology; • Soils; • Vegetation; • Noxious Weeds;and • Wildlife The design of the proposed Subdivision is guided by and responsive to the environmental features of the site. This chapter provides a generalized description and assessment of the development implications of the various environmental features of the land included within the project boundary. Development guidelines and standards used in the formulation of the project are also summarized for each environmental factor. Topics addressed are:landforms, slope and topography;geology;hydrology;soils;vegetation;noxious weeds and wildlife habitat. Landforms, Slope and Topography The proposed Northside Subdivision is located on a relatively flat parcel of land with a consistent slope of 0.70%to the north (see Figure 5.1 —U.S.G.S.Site Topography Map). There are no natural water features present on the site. The project is the re-development of an existing light industrial site to a retail/office use. The existing buildings will be updated. The existing hardscape will be removed and replaced with new pavement and sidewalk. Geology The geologic formations present at the site consist of Quaternary aged fluvial deposits. These units were deposited in a fluvial (river or stream deposited)environment near the confluence of the Bozeman Creek and East Gallatin drainages,(Slagle 1995). According to borehole logs these units consist of a variety of unconsolidated materials that range from organic silt to cobbles. Starting at land surface there is typically 2 to 5 feet of silty clay. Beneath that is the sandy silty gravel. The site topography_slopes gently_to_the_ un North at a roximately 0.70%. Grodwater levels' ,ni [this-area range from 6.6 to 14 feet below the surface The soil profiles encountered at the site consist of topsoil silty clay overlaying poorly graded gravel and/or sand with gravel,silt and clay. Topsoil varies in thickness from 10 to 12 inches. The silty clay deposits extend from 5 to 6 feet in thickness and are typically soft to stiff in consistency and high in natural moisture. The underlying gravel ranged in visual classification from poorly graded gravel and/or sand with gravel,silt and clay. HKM Engineering prepared a Geotechnical Assessment for the project site. The recommendations resulting from this assessment are given below.A copy of the Assessment, Northside Subdivision Geotechnical Assessment,is included in Appendix 6. Development Guidelines and Standards Northside Planned Unit Development montana avenue partners, 11C 5 • Advise potential buyers of the depth to groundwater. • Discourage basements due to shallow groundwater. • Footing on native gravel or structural fill • Require dewatering of utility installations. • Specify surfacing sections for public and private streets. Hydrology There are no natural surface water features present on the project site. Storm and Melt Water Drainage The project site does not have any perennial watercourse within its boundaries. Pre- development storm and melt water drainage is provided by sheet flow and shallow concentrated flow. Currently,there is no means to collect stormwater that does not percolate into the soils. It appears that the surplus stormwater flows off-site and is collected by city stormwater facilities. There is an existing catchbasin structure that is located along the west side of Rouse Avenue near the north end of the project site. The stormwater that is collected in this catchbasin is conveyed across Rouse Avenue and is daylighted into an existing swale that flows adjacent to the railroad tracks. HKM Engineering has prepared a Stormwater Report for the Northside Planned Unit Development. The recommendations resulting from this investigation are given below.A copy of the report,Stormwater Investigation Report for Northside Planned Unit Development, Bozeman Montana,is attached in Appendix 7. Development Guidelines and Standards • Stormwater release from the site will be limited to a peak flow matching the 10-year pre- development storm; • Storm peak flows shall be controlled by an underground detention facility; • Stormwater conveyance facilities shall be sized to handle a 25-year post-development storm; and • Stormwater improvements shall be designed and constructed in accordance with City of Bozeman,MDEQ and MPW standards. Flood Hazard Evaluation No flood hazards exist within the project limits. The site is not within any known published flood boundaries. A FEMA map has.been included in Appendix 8 showing that no floodplain boundaries exist within the project limits. Wetlands No wetland areas exist within the project limits. The site is not within any known published wetland boundaries. Groundwater Groundwater in the vicinity of the planning area is primarily found in sandy silty gravel. These units were deposited in a fluvial environment near the confluence of the Bozeman Creek and East Gallatin drainages (Slagle 1995.) Northside Planned Unit Develo m nt 56 montana avenue partners,�flc i A complete Groundwater Investigation with mapping and soil logs of each borehole are included in Appendix 8. • The depth to groundwater ranges from approximately 6.6 feet below ground surface to 14 feet below ground surface. Development Guidelines and Standards • Foundations should be crawl- space type, basements are discouraged due to depth to groundwater;and • Utility installation will require de-watering by the utility contractor. Soils On-Site soils have been identified according to the Soil Survey of Gallatin County,which was prepared by the Natural Resources Conservation Service(MRCS). Site-specific information is not available from the NRCS,as the site is considered"Urban Lands"by the NRCS and has not been mapped (See Figure 5.2). However,through extrapolation from the NRCS mapping available,the on-site soils have been identified as either or both: • 64B Straw Loam • 457A Turner Loam Both of these units are consistent with the nearby geotechnical borehole logs,(See Geotechnical and Groundwater Reports). According to tables from the Gallatin County Soil Survey,describing the engineering index properties,physical properties,water features,and soils features,there are no serious limitations to development in these soils. In general,these soils can be aggregated into the general landform category of stream terraces. This landform is present over the entire project area, and consists of flat lying(0 to 4 percent slopes)loam,clay,silt,gravelly sand and gravel. Vegetation Vegetation Map The property,as of the summer of 2005,was largely an abandoned commercial/industrial site with a vegetative cover completely dominated by annual and perennial weeds(See Figure 5.3—Vegetation Map). Some of the weedy perennial species on.the property are included on the Montana Noxious Weed List including spotted knapweed,musk and Canada thistle,and common tansy. Of note,a Weed Management Plan has been submitted to the Gallatin County Weed District outlining methods,materials,and a schedule to control these noxious weeds. The property has been a commercial/industrial site for over 50 years. Accordingly,there are no critical plant communities present on the property. No stream,pond or other waterway exists on or within 'A a mile of the property,nor are there any unstable banks or highly erodible soils. Protective Measures As discussed above there are no trees or critical vegetation communities on the property. Soils on the site will be stabilized with a mixture of hardscape (buildings,roads,parking lots)and intensive landscape using grass sod and containerized trees and shrubs. Cost estimates and Northside Planned Unit Developm nt montana avenue partners,�lc 57 I a species list for revegetation are described in the Weed Management Plan submitted to the Gallatin County Weed District. Noxious Weed Management and Re-Vegetation Plan A noxious weed survey was conducted in July 2005. Four(4)noxious weed species were identified(Table 5.1). Infestation areas and/or individual plants have been mapped in Appendix 9—Noxious Weed Management and Re-Vegetation Plan. Spotted knapweed occupies approximately 1.0 ac.of the three-acre site,while musk thistle,Canada thistle and common tansy each occupy less than 1.0 ac.of the site. Phase 1 of the Noxious weed abatement occurred in September 2005. Wildlife and Wildlife Habitat Species Wildlife use of the area is extremely low due to the urban nature of the area and an almost complete lack of habitat. Currently,wildlife use of the area is limited to occasional,transient use by whitetail deer(Odocoileus virginianus),and occasional use by Richardson's ground squirrels (Spermophilus richardsonii). With the development of landscaped trees and shrubs the property will likely provide habitat for resident and migratory song birds. Historical Although the project does not have a registered historical value,the industrial history of the area is preserved. This contributes to the image and strengthens the sense of place. Viewsheds See drawing A-6 of Appendix 2. Table 5.1. Northside Subdivision noxious weed summary Species Scientific Name Abbreviation Category' Relative Percent Cover Canada Thistle Circium arvense CIRARV 1 10 Common Tansy Tanacetum vul are TANVUL 1 10 Spotted Kna weed Centaurea maculosa CENMAC 1 40 Musk Thistle Cardus nutans CARNUT IV 10 Categories I through III are a State of Montana designation with Category I being the most severe. Category 4 is a Gallatin County designated list. 2 Relative percent cover is an indication of dominance within the noxious weed vegetation classification on the property, i.e.: Spotted Knapweed is the most dominant noxious weed of the 4 species observed. A Noxious Weed Management and Revegetation Plan has been completed and is included in Appendix 9. Northside Planned Unit Develo m nt 58 n,ontana avenue partnePs , • loure 5.1 USGS Tooaaraphv Ma `-� N � M � F w <*Y�r�R(.i K+•� �„j�[-} .+ i r i _'�}. �%. �'al`" isr��•r� s•.� "<`t s.'l'. Li. . NORTH SIDE SUBDIVISION N SW 114 SECT/ON B,'T.2.S., R.B.E., P.M.M. GALLATIN COUNTY, MONTANA �MOIMU�IMO _N_ MKMr4mh kr— USGS TOPOGRAPHY McChm M. ft MA P � so��,Mrs�ls „ (ro6)586883/ 2W o ,� FIGURE S.1 FNf(4W)S&IM .ce. w.t "w-quo maa vRom wo.aswa�m applOt•iwa NKM ugr■.rrq W—Au apeb a Northside Planned Unit Develo m nt montana avenue partnevs• 59 • • Figure 5.2 Soil Types Map .. 4 -0 r•fir,! f � .-�_ * � � If ' Y 1 •h � • • , w.w— .!^ � ...¢ . }i off' ', r .A9 '* lJL: Y � '` a I 1L h � i 54 4-VJkjC s .a, 86 ( '-�'t-e .�r . 1. , J R sue+'!•^,�.153*// ;L', SYMBOL SOIL TYPE 64B STRAW LOAM 457A TURNER LOAM g 523A ENBAR-N(YTHAR LOAM 542A BLOSSBERG LOAM UL URBAN LANDS 'NOR TH SIDE SUBD/VISION Mlll-jEA�AM SW 114 SECTION S, T.2.S., R.S.E., P.M.N. CALLA M COUNTY, MONTANA Rwowunwo -N- HKM ErgrnaYg a+c. SOIL TYPES MCCh9WfflVftfewt .Me 2"°I ear MA P a 8oaemat,MT59715 (p61586M 4 Sao o Soo FIGURE 5.2 FAX(46)58&1730 sm 1«t "M S"1003 PRO=MM OtS 0&1(M 8 Northside Planned Unit Develo�me��t 61 montana avenue partne s, c Figure 5.3 Veggetation Map 4* do 101 S; lip 1b a r i Yq, 4 Legend Vegetation Map for the Rouse Avenue Property Scattered Perennial and Annual Weeds Q Property Boundary UDO Application AwpmmdFor HKM Engineering Sheet 1 of 1 Date:09/20/2005 v c 1, Issued For.UDO • 'a►ll s wwn orotw o 30 so 1m GONF UENC FM cawuntnq F I File.UDOfgure.m d Northside Planned Unit Development montana avenue partners,, Ic 63 • ; • • � � . . . i � n T 1 '� 1 iII I A i • i 4 { i , � i I i i Chapter 6 Utilities and Roads Northside Planned Unit Development 65 montana avenue partners, Ic Section 18.78.120.A.1 of the LIDO requires that the Applicant provide information on the "available community facilities,utilities and parks". To provide a complete overview of public service providers,this chapter also includes preliminary information on schools,telephone,and electrical service. Each discussion consists of the following four subsections: • Background,including information on the existing capacity and/or level of service; • Preliminary information on the infrastructure or services to be provided to the project area, including a preliminary confirmation of the availability of capacity; • A preliminary discussion of the phasing of improvements and/or services;and • Any projected impacts on infrastructure or services identified by the service provider(s) along with all improvements. The following discussions of infrastructure and services are based on the data shown in Table 6.1,Build-Out Summary. Table 6.1: Build-Out Summary Northside Planned Unit Development Building Proposed Use Area of Use (sf) #of Employees 1 Office 12,000 16 2 Dance 4705 6 Office 2300 10 3 Restaurant/Cafe 1522 6 . Retail 5336 6 Office 4000 10 4 Gymnastics 16,970 30 (max. 12 at one time) Water Supply Background The detailed construction plans for the water and wastewater systems for the Northside development will be prepared in accordance with the facility plans,and City design standards to assure that the project facilities will be readily integrated into the existing City system. Project Area Water Supply The water supply for the Northside project is proposed to be provided by the City of Bozeman water system. Water mains are currently adjacent to,or bisect the project. Table 6.2, below,summarizes the existing mains. Table 6.2—Existing Water and Sewer Mains Street Water Sewer Comment Main Main Oak Street 12" 1983 Water Systems Improvements Rouse Avenue 12" 30" N. Montana 12" 1994 Water Renovation Project Avenue Other 10" 15" 10"DIP Bisects property (Pea Cannery Factory Line) 15"VCP runs directly North of project Northside Planned Unit Developmint montana avenue partners, Ic 67 7 For internal distribution and collection,water and sewer service connections will be constructed within the proposed public road R/W or utility easements. Mitigation Based on the DRC comments from the pre-application submittal review and the Water System Report within Appendix 12,the existing City water system has adequate capacity to serve the North Side project. No off-site system improvements are anticipated for the project. Wastewater Collection and Treatment Project Area Wastewater Collection and Treatment Wastewater collection and treatment for the Northside project will be provided by the City of Bozeman. A 30"diameter trunk main was recently constructed along Rouse Avenue adjacent to the project site. Additionally,a 15"diameter vitrified clay main is located just north of the project site. Table 6.2,above,summarizes existing mains. Internal wastewater collection will be accomplished by utilizing existing,sanitary sewer mains and the installation of new services,where necessary. Buildings 2,3 and 4 will have services that tie into the 30"trunk line along Rouse Avenue. Building 1 will tie a service into the existing 15"main that runs directly north of the project site.Using the City of Bozeman standard of an equivalent population of 28.06 people per acre with a flow rate of 2020 gallons/acre/day for a zoning designation of M-1,and the Ten States Standard recommended peaking factor of 4,the estimated peak hourly flow for the development is 0.04 cfs,or 24,855 gpd. This peak hourly flow rate is inclusive of an infiltration rate of 150 gallons/acre/day. Mitigation i Based on the DRC comments from the pre-application submittal review and the Sewer System Report within Appendix 10,the existing City sewer system has adequate capacity to serve the North Side project. No off-site system improvements are anticipated for the project. I i Northside Planned Unit Develo m nt 68 n,ontana avenue partnePs,1lc Oigure 6.1 Water System Plan ' � r 7 •Q lw.����1J.Y1M Ann Lmaw Ir BUILDING N0. �. BUILDING NO. I V4 t1Aa+Laa naM ' j r M(kA'n C m to Olt �----- t'� �S ,"A Usr h� mpiau-d,. i� F: . f MA AND OZE M to K nwoq rW D MAIL 1 ILDINC NO. 4 flt-uxa I wA [xAat fauna I I Siot to at 4 +oc �. AL 91t a RAM. ii I ;O I BUILDING NO. 3 I I Y 1 I I t I ` L — — — — +— — — — — — — — — I OAK STREET ; a 1 If� _ NOR THSIDE SUBDIVISION SW 114 SECT/ON B, T.2.5., R.B.E., P.M.M. GALLA TIN COUNTY, MONTANA �NOINe�eiNO � _,y_ eL�+Enyr»« I WA TER S YS TEM y 601 NUJ.D1.SWO 2 atee. PLAN a BOZKrx n,MT 59715 (406)58"M4 FIGURE 6.1 FAX p106J SB6.1730 40 o 40 Bo eetas feet DAM AM xaw fmp[et+lo as4aa+m OW)rlol O loos Heal r:qlh n InG..AN Riot,N..—& Northside Planned Unit Developm nt montana avenue partners,�lc 69 Northside Planned Unit Develo m nt 70 montana avenue partne�s,1lc • I cure 6.2 Sanitary Sewer Plan TASCAMCERP EX t a LOWI011 AND i ~ J°'.• I 92[TO BE I I•Y Y s t1l.sb vRow0E0 w i t rlxK 9TE Ruv+. _ I a-Irsta. r � ttlfrS�t.i1L!N SEiF:ilfffFEFFIl.?;jJ•E,E}f;tx. � .V I' ;BUILDING N0. 1—, - - — —— — — —— - - - — —� ' t"+•: I r1L-a O. 1 11 I ai Ina"T - BUILDING NO. 2 +1 I Ir r1L-47M11 I ,( ,may I 1 I Y UILD NG N0, 4 III i I�• �� li '� � I ' I , I '! I � Ira J I O p �0'. / I i BUILDING No, 3 1 I!L-1/36.70 \ t L 1 — — — — — — —— t h III r R + ( 5[RMCLS — — — I waxy OAK STREET , ? , _ � ��' iI •fir 1 1 1 I I n NOR THS/DE SUBDIVISION N � SW 114 SECT/ON 6, T.2.S., R.B.E., P.M.M. GALLATIN COUNTY, MONTANA .......RIM O HKM En*W"V kw- -" SA N/TA R Y SEWER y MCC h—y ProEemloW Bldg. 601 H1*or.Sul to 2 PL A N _ Bozeman,MT 59715 (�(5868&W .o o .o eo FIGURE 6.2 FAX(406(586.1730 Aetch loot DAM AUG 2005 —CT M-somot CWppht O 2005 HKY Engin.swing Inc_M Rights R.s.mhl Northside Planned Unit Developm nt montana avenue partners �lc 71 I Northside Planned Unit Develo me nt 72 montana avenue partnefs, I Storm Drainage Background The project site is currently a vacant light manufacturing/industrial site,formerly occupied by Carl Weissman and Sons.The site has no existing underground conveyance or storm water retention/detention facilities. Collection,Storage and Release To eliminate unsightly surface storm water detention,which often become traps for garbage, a sub-grade storm system is proposed. This also allows the opportunity for additional site landscaping and usable space. The storm drainage system proposed for the Northside development is a combination of subsurface storm drainpipes and an underground detention system. Figure 6.3—Storm Water Plan shows the elements and configuration of the storm drainage system for the project. i The storm water collection and conveyance system will consist of curb&gutter,catch basins and drainage pipes that will convey the storm water to an underground stormwater detention system. The conveyance system will be designed with capacity to carry the post-development 25-year storm event. The detention facility will regulate outflow to a 10-year pre-development rate via a flow control manhole. The detention facility will also provide adequate detention time for the settlement of suspended solids,and biological removal of hydrocarbons.The storm water will be released to the existing catchbasin and storm pipe located at the northeast corner of the project along Rouse Avenue at the pre-development rate and location. The water flows east of Rouse Avenue in an existing swale that runs parallel to the railroad tracks and into Bozeman Creek. Impacts and Mitigation Measures Based on the DRC comments from the pre-application submittal review and the Storm water Report within Appendix 7 the proposed storm water facilities should effectively mitigate increase storm water flow generated by'the project. No off-site system improvements are anticipated for the project,with the exception of upgrading the existing. Roads Background Arterial and local standard streets define three sides of the perimeter of the Northside subdivision. The subdivision will utilize an existing access off of Rouse Avenue,which will be defined as full access for both left and right turning movements into and from the site. The second access,located at the intersection of N.Montana Avenue and Oak Street,will be defined as full access off of Oak Street;however,turning movements onto Oak Street from N. Montana Avenue will be restricted to right-out turning movements only. Northside Planned Unit Development m u ontana avenue partners, Ic 73 74 Northside Planned Unit Development montana avenue partners, is • •Figure 6.3 Storm Water Plan I Is•D-�oa• RU EL.•7a20a f s10m1 s.alss (afp'EMW ae.OE) - .... V.EL OUT—749M r-.=_ — — — — — — — — 1' $UILOING N0. i fs•Ap_w.we 'I fJL-.7alr I u:awa.rc ss-als: I smog s-alsx ��`:.. raal I :1 , BUILDING N0. 2 I 1 fJn�.f t �yy11 «V.EL«SE-4749.03 WSTALL SipO LF. •`4 • p «V•EL OUT NM-7.9.53 1 • S-O sas UK S- 9?mat E OA)irorT AT EVSIM 9NALL ST. • — / WALL S M OR STY f l STORYNATtR DETNTION TEK S. I OIAWOM SEE DETAILS WV.EL d N S. 1:)a Y[L.•7a2E1 1 AT waT. _«_v.a oYi asl.2.s fv eaow OtADE) F JL ��, � •�,. ! \ \ � ,� FL OUT 1•.•)•/9f � «v.a OUT si-474a63 I «s7ALL 74.00 L.. :Ip9N s_p 9ox t4 +. I UILDINC N0. • SriAIE:'I.aO''Of[P fJL..75E1D ''bb W A SOE saris o a',.MATON r KY.r°i.ali"w 7sfws I, . G11T7EA.E OF EACN :I I •'� ` S • r CND. J11 0 . o r;c � + ' P / I I BUIIDILG4 SIO.70 3 \ L - - — —.— — — — ii OAK STREET r t • yr . NOR THS/DE SUBDIVISION SW 114 SECT/ON 6, T.Z.S., R.B.E., P.M.M. GALLATIN COUNTY, MONTANA 9MOIM 99tIM0 .N_ HKM&Qhow%g I=. S TORM SEWER MCChe5 Dr.601 rte�W ner P(ofessloE)d Bldg. 601 es .$ire s PL A N Bomffm MT 59715 (406)586.V zoo D xoo FIGURE 6.3 FAX(406)586.1730 by 1••t DATE- AUO 1005 F'NaECT MQ O.5•Y1101 a c•axgaf o zoos lM E air 9 u c_of Right.a..«.w. Northside Planned Unit Development mmontana avenue partners, IIc 75 i I I . • I Northside Planned Unit Development 76 montana avenue partnes, lic I EL _____� � `� U��Q. S� ��y f,o ? � g�� . Road Improvements . Connection to the existing City transportation network will be by existing arterials and local streets. North Montana Avenue shall be designed and constructed in compliance with current City Standards and the City Transportation Plan.Table 6.3 summarizes off-site roads that will connect North Side to the transportation network. Table 6.3—Off-Site Connecting Roadways Street Standard Status/Improvements- Oak Street Principal Existing: Fully constructed along the length of North Side. Arterial No existing sidewalks. Improvements: North Side to construct sidewalks adjacent to project. Rouse Principal Existing: Partially constructed adjacent to North Side Avenue Arterial without curb/gutter and sidewalk. Improvements: North Sidezwilhn�o make:any, improvements to Rouse Avenue, as this portion of the road is currently under design for a MDOT project. N. Montana Local Existing: Constructed to rural standard. Avenue Street Improvements: Nest Winds up-grade south %of roadway adjacent to project. During construction,industry standard best management practices (BMP's)will be implemented for erosion and dust control. Typical practices include:liberal use of water trucks for dust control and silt fence and straw bales for erosion control. Northside Planned Unit Developm nt montana avenue partners, llc 77 70 Northside Planned Unit Development O montana avenue partne's, llc Public streets shall be maintained by the City of Bozeman. The Owners Association will maintain all accesses and parking areas within the subdivision boundaries. Phasing Road improvements will be phased based on subdivision phasing. Parks There will be no parkland dedicated as a part of this project. All requirements will be met with cash-in-lieu. Public Safety Background This subsection includes preliminary discussions of fire protection,police,emergency medical response and emergency road access. Fire protection will be provided by the Bozeman Fire Department. The Fire Department also provides emergency service response. The closest fire station is located on Rouse Avenue and Mendenhall Street approximately 0.75 miles from the project area. The Bozeman Fire Department is a municipal department with a paid professional staff. Police protection will be provided by the Bozeman Police Department.The Bozeman Police Department is also a municipal department with a paid professional staff. Planning Area Public Safety The following fire protection and emergency service response measures for the Planning Area are incorporated into the PUD. Fire hydrants (installed per City Standards)will be provided at strategic locations throughout the planned community. The precise number and locations will be determined by the City Engineering Department. Historic or Archeological Resources N/A Schools This item is not applicable due to the fact that there are no residential dwelling units within the proposed planned unit development. Telephone Service Background Qwest provides telephone service to the Bozeman area. Preliminary Planning Area Telephone Service Information Northside Planned Unit Development 7[l montana avenue partners, Ic 7 It is uncertain at the time of this report how many service connections would be required to each of the proposed buildings. Projected Impacts and Mitigation Measures,Including Phasing Qwest has sufficient capacity to serve the project area. Electrical Service Background The Northwest Energy provides electrical service to the Bozeman area. Preliminary Planning Area Electrical Service Information It is uncertain at the time of this report how many service connections would be required to each of the proposed buildings. Projected Impacts and Mitigation Measures,Including Phasing Northwest energy has sufficient capacity to serve the project area. Northside Planned Unit Developm nt 80 n,ontana avenue partners,1lc • i • 1 • � I 1 I I `4 I 7 y 'b ti J I 1 II • 1 I 1 i I' r • I� I i Chapter 7 Development Guidelines Northside Planned Unit Developm montana avenue partners,intic 81 Definitions Additive Elements Forms or shapes added to a larger design element. Fenestration The design and placement of windows and/or glazing systems. Pedestrian Scale Patterns,shapes,and details,arranged so that they can be interpreted at a close range and at a walking pace. Shading Device Exterior element used to control heat gain and solar glare,as well as protect an exterior space from rain and snow. Skin The surface material of a building applied over the structural framework;potentially used as lateral structural reinforcement,as well as protection from weather. Subtractive Elements Forms or shapes taken away from a larger design element. , Vehicular Scale I Patterns,shapes,and details,arranged so that they can be interpreted from within a moving vehicle. Whimsical Determined by chance or impulse rather than necessity or reason. Design Guidelines Intent The goal of these guidelines is to establish a framework for which to design new and renovated buildings for the Northside Planned Unit Development. The intent is not to propose design solutions,but rather to establish a basis for creating an environment that responds to the history of the site and context of the surroundings. The existing character of the site is industrial. Architecturally,industrial buildings were created as a direct response to their desired function. Buildings were scaled for large equipment, flexibility of use,and ease of construction. This created construction methods and details that were repetitive,simple,maximized usable volume,and minimized building corners. The details,scale,mass,void,patterns,and usage of materials became an industrial typology. This creates a timeless image of place not tied to a specific style. Ideally the industrial typology can not be authentically re-created. It is a process of design driven primarily by the desired building performance and available efficient building methods. In preserving the industrial typology existing within the Northside Planned Unit Development and continuing a timeless image for the new uses,renovations and new construction should be sensitive,using the following guidelines to help preserve mass,scale,details,rhythm,openings,and materials. Building Form and Scale The simplicity of existing building forms and overall industrial scale should be preserved, reinforcing the common space created between. The existing grain elevator shall remain the dominant vertical form on site. New and existing forms should be primarily horizontal with any vertical elements designed so that they do not compete with the grain elevator.Roof lines should be consistent and relatively uniform to contrast and celebrate the mountain skyline beyond. Existing building forms shall retain their public street frontage. Each individual building should not attempt to focus all visual interest unto itself,but rather be a part of the overall development. The building form should help define the common space. Details that are a part of the building form should increase in articulation and transition in scale to respond to pedestrian interaction. Subtractive and additive elements of the building form should be Northside Planned Unit Developmgnt O montana avenue partners, Ic O composed to create emphasis on important pedestrian areas such as building entry. Building Height Additions to buildings shall not exceed the respective building's maximum existing height above grade. New building design shall be limited to a fagade height(measured from main entry grade to top of parapet or fascia)of 27'-0". For sloped roofs the maximum ridge height shall be 36'-0". Exceptions to the maximum height limit for new construction will be granted to vertical circulation necessary to access the granary. However,the ridge of the granary shall remain the tallest point of the development and the new vertical circulation element shall be limited to a footprint of 1/3 the existing granary building footprint. Careful consideration should be given to any new construction so that it does not compete with the granary tower in mass,scale and height. Building height restrictions are intended to maintain a uniform building height between all buildings of the development with the exception of the granary tower. This will allow the tower to remain the dominant landmark of both the site as well as the surrounding neighborhood. Building Footprint Building footprint area shall not exceed the maximum building footprint area as stated on the site plan. Building footprint perimeter shall not cross the maximum building footprint perimeter as stated on the site plan. New building footprint areas shall not be less than 75%of the maximum building footprint on the respective lot. Materials Metal,brick,and concrete shall be the primary exterior building materials.Wood is acceptable if it is used as a secondary exterior skin for the building. These materials shall be applied in a manner that is consistent with their inherent material properties. Materials shall be selected and detailed to convey a timeless image of the development. Synthetic materials that mimic authentic methods of detailing and construction are inappropriate. Concrete shall be used to express mass and solidity. The re-use of corrugated metal or sheet metal as a building skin or overhead element is appropriate. However,installation methods shall be carefully detailed to provide clean transitions at corners,between panels,material changes,and openings. Detailing of structural steel should be celebrated when possible and used to contrast the mass of concrete or brick,as well as help reinforce the industrial image by describing how the structure works. Existing steel elements are encouraged to remain and be incorporated into the building design. If brick is used,it should be of a running bond pattern. A"stack"brick pattern is discouraged. The use of brick as a compressive structural element should be reinforced through careful detailing around openings,at corners,and material transitions. Brick applied on one fagade without turning a corner is unacceptable. Patterns Patterns should be subtle and repetitive from a distance to not detract from the building form. Patterns should be used to reinforce the inherent properties of the respective material.For example,corrugated metal,board formed concrete,or running bond brick pattern all have patterns consistent with the material's application and/or creation. Patterns should be used to create a human scale and greater level of detail. Fenestration i Fenestration should establish pattern and rhythm on exterior walls accentuating existing 84 Northside Planned Unit Development montana avenue partners, Ic structural bays where applicable. Fenestration should be used to provide adequate natural light to the building interior but also provide interest to the development at night as a result of artificial lighting from the building interior. Careful consideration should be given to the scale and location of fenestration as it relates to the overall facade and building elements. The scale and location should allow the primary skin and structure enough room to form an intuitive visual connection. Fenestration Treatment . Careful consideration should be given to shading devices for the applicable building facades. These devices should be consistent in materials and detailing for the overall building design. In addition shading devices should read as an integral element to the building form and mass. Connections and finishes should provide an opportunity for creative detailing that can be experienced at a pedestrian scale when close to the building. Main Entrance The main entrance of each building or lease space should provide an opportunity to create an identity specific to its use within the development.This.is an opportunity to express the �� function of the building as it exists within the overall industrial fabric of the site:`The�n 1 0 S/Oce 2 LentranceslshouldifaceTthe�p'rimary pedestrian circulation patE When a building is fronted on W+ry Q s two sides by major pedestrian circulation paths,both sides should present a pedestrian friendly D r f viSio(-e. and transparent fa§ade to encourage interaction with the passer-by and provide visual interest. M/IV-L- Mechanical Equipment and Utilities All mechanical equipment and utilities must be screened. Screening shall use elements, materials,and forms consistent with the building design. Ideally,building service areas should be integrated into the overall building design. w Q Lighting Individual l-ighting is encouraged to be simple and industrial without being whimsical. Placement of lighting shall be used to accent entryways and special design features which contribute to the industrial character of the site. Lighting should work with rhythms and patterns established by the building design. Lighting performance must conform to the latest adopted city codes. Colors Colors used should be consistent with their material properties whenever possible and as applicable to the material performance. Primary storefront window systems for buildings 2 and 3 will be finished black to match primary common space design elements. Bright colors are appropriate as building accents or surfaces occurring within the overall primary building facade. Landscape Guidelines 1.Provide a strong emphasis on seasonal waterwise planting,(i.e.,plants that can thrive on the natural rainfall cycles). All planting will be irrigated during the hot,dry months to keep them looking healthy,but some periods of suspended irrigation will occur according to weather conditions. Lawn area is kept to a minimum. Deep,infrequent watering cycles will be implemented. 2.Use native plants to give the landscape a regionally appropriate feel while utilizing a more structured pattern of plant placement to fit the architectural elements of the site. 3.Use hardscape elements(recycled when po ible)-iha tie the landscape to the buildings. Raised planters of corrugated steel,vines onl-IRMF nk -eence panelsfwalls of recycled concrete Northside Planned Unit Developm m g�t O ontana avenue partners, c v pieces,and recycled sculpture all retain the past`industrial'history of the site and its buildings. 4.Provide places for people within the landscape.Common space seating will be located in �. shady areas.Buildings will have covered outdoor space. 5.Screen the parking area from both streets and buildings by providing buffer zones of planting.Keeping the parking area central to the site allows for more space around each building and along Rouse Ave.The use of plants that still maintain some winter structure is a big consideration,such as grasses,trees,shrubs and perennials with interesting dried stalks, trunk or branch color,seed heads,and evergreen foliage. 86 Northside Planned Unit Development montana avenue partne-s, Ilc • • Material Examples • steel trelli celebrated steel structur brick in compression,steel i tensio horizontal wood as seconcar} on-site recycled corrugatec industrial site element skin materi metal as building skir r I the use of materials shoulc b create pe estrian friendl} exterior pu c spat consistent with their propertie building facade recycled concrete rubble fro integrate landscapin int site re-used as pathway hp scap Material examples show typical color range,patterns, application,and character. utilize public art having aluminum storefront anodize functional elements shoal industrial contex black as rimary lazin syste also act as building deetail • Northside Planned Unit Developm nt montana avenue partners,llc 87 Wignage Criteria Northside Signage Criteria In addition to the following criteria all Signage must comply with and be approved by local governmental authorities. Reference current adopted versions of the Bozeman Design Objectives Plan and the Bozeman Unified Development Ordinance for additional signage criteria and lighting. I.Overall Design Goals A. Intent The intent of the signage criteria is to allow each business the opportunity for individual identity while retaining a cohesive identity for the overall development. This criteria is a list of design explanations and criteria but should not be thought of as hindering the creativity of the individual sign. The result should be a creative,quality,and professional image of both the individual business and overall development. II. Signage A. Required Sign Each Tenant or Owner shall identify their premises by erecting one(1) sign which shall be far ade mounted above the main entry. However,the Tenant or Owner is not limited to(1) sign per premise. Where the lease or owned space has more than one visible frontage,an additional sign is allowed to be facade mounted as described hereinafter. Additional signage will be approved on a per case basis by the Northside Design Review Committee. B. Type of Sign Signage for Buildings 2&3 shall be forward and reverse lit or forward lit wall mounted and/or wall projected signage. Primary materials shall be steel or anodized aluminum,with wood to be used only as a secondary accent material. In addition to acceptable signage for Buildings 2&3,Buildings 1 &4 may also us a combination of painted wall surface as signage. However,this must conform to the Signage Criteria of the Bozeman Unified Development Ordinance and be approved by the Montana Avenue Partners,LLC prior to execution. C. Size of Sign Total signage area per building must conform to the Signage Criteria of the Bozeman Unified Development Ordinance. Wall mounted signs shall have a maximum depth of 10",maximum length of 120",and maximum height of 36." Building's 1&4 may be granted exception from these size restrictions for wall mounted signs,however any proposed deviation must be approved by the Montana Avenue Partners, LLC prior to execution. Wall projecting signs shall not exceed 8 square feet in area nor extend more than 4 feet from the building. Projecting signs shall have a minimum clearance above the sidewalk of 8 feet. D. Type of Lettering Any style (block or script)may be used and upper and lower case letters are allowed. All formats for signage must comply with and be approved by all local governmental authorities. All lines of lettering shall run horizontally. E. Color of Sign Wall mounted signs shall be composed on a clear anodized or powdercoated black metal mounting plate. However,alternate color choices may be approved on a per case basis. F. Illumination and Lettering 1. All signage shall b.e=forward_andreeverse-lit or_forward-b-t;-,", 5' Northside Planned Unit Developm nt montana avenue partners,�lc 89 2. Forwardfmination shall be from a light source mounted above signage. 3. Electrical power shall be brought to light mount location at Tenant's expense. Routing and location of conduit and other required items shall not be visible on the front of the fascia and shall not penetrate the roof. Signs shall be pre-wired in the shop. Provide wiring between letters in 2"(two inch)wiring channel behind mounting plates. 4. Secondary wiring:all transformers and secondary wiring shall be concealed in the raceway. G. Placement and Installation The following apply to Buildings 2&3 only,which are multiple use. However,all buildings must submit signage for approval to Montana Avenue Partners,LLC prior to installation. 1. Letters are to be located on signage area of building as determined by the Landlord. The assigned position for each Tenant shall be as close to a center-of-frontage location as possible,subject to an allowance for positioning corner store signs and suitable space between adjacent Tenant signs,as determined by the Landlord. 2. All fasteners shall be non-corrosive. 3. The Tenant shall be responsible for all damage to the building incurred during the sign installation or removal. Prior to the signs installation,Tenant's sign contractor shall provide a certificate of insurance naming the Landlord as additional insured. 4. No exposed wiring shall be permitted. H. Submittal Prior to awarding a contract for fabrication and installation,the Tenant or Building Owner shall submit(3)color scaled drawings for final review and approval to: Northside Design Review Committee 1006 West Main Street Bozeman,MT 59715 Phone: (406) 522-7449 Elevation of building fagade and sign shall be drawn using a minimum 1/4" = 1'-0" Drawing shall indicate the following: 1. Type; 2. Color and method of color application for all materials; 3. Type of materials; 4. Type of illumination and mounting method for illumination; 5. Sign mounting method; 6. Drawings must include cross sections that show electrical connections; The Tenant's sign contractor shall first visit the site to verify existing conditions prior to preparation of shop drawings and obtain any additional information necessary to prepare the submittals. I. Permits All City permits and approvals from Montana Avenue Partners,LLC,including Tenant's sign company's Certification of Insurance,are required prior to sign fabrication and subsequent installation. I J. Trailer or Temporary Signs Not permitted unless by prior written consent of Montana Avenue Partners,LLC. K. Address Signage L. Window Signs 90 Northside Planned Unit Developmgnt montana avenue partners, Ic • • M. The Following Are Not Permitted: 1. Roof or box signs; 2. Cloth signs hanging in front of the Business premises; 3. Animated or moving components; 4. Intermittent or flashing illumination; 5. Iridescent painted signs; 6. Painted on illuminated panels; 7. Signs installed or placed along the Development perimeter and not attached to a building; 8. Names,stamps,or decals of manufacturers or installers shall not be visible except for; technical data(if any) required by governmental authorities. 9. Beacons 10. Pennants 11. Stringed flags I 12. Inflatable signs and tethered balloons i Northside Planned Unit DevelopmInt 9 montana avenue partners, Ic I 9^� Northside Planned Unit Develo m nt L montana avenue partnefs,flc • a b b a a X r+ • • Appendix 1 Shar ed ed Parking Study Northside Planned Unit Develop- nt montana avenue partners,Tt A1.1 Parking Plan - Northside P.U.D. using peak demand space factors (ULI, Dimensions of Parking, 2000) � o ++ o ,� o a o v CL O V v c c a n M c &- y m y VI 2 %a N ul O , r y O V O IE10a,� d1L ac = AoAAo Floor Area (gross area TENANT USE bv.8multiipli*d 4 20 1� . by 5) _ Bldg 1 office space office 10,200 30.60 30.60 Bldg 2-0 office space office 1955 5.87 5.87 Bldg 2-D dance space "dancehall" 3999 12.00 12.00 Bldg 3-11 retail space retail 4536 18.14 18.14 Bldg 3-0 office space office 3400 10.20 10.20 Bldg 3-C cafe cafe 850 17.00 17.00 Bldg 3-out cafe outdoor seating 400 4.00 4.00 Bldg 4 gymnastics facility "dancehall" 14425 43.28 43.28 39765 46.67 18.14 17.00 4.00 55.27 141.08 *square footage for Bldg 3-C(Cafe)and Bldg 3-out(outdoor seating)indicates approximate amount of seating square footage within space I I i 9/25/2005 ©2000 Comma-Q Architecture, Inc. Northside Planned Unit Development A1.3 montana avenue partners, Ic i Parkin Plan - Northside P.U.D. Parking � parking by Bozeman zoning code Floor Area (gross area multiplied by Spaces per TENANT USE .85)* DIVISOR Zoning Code Bldg 1 office space office 10,200 250 40.80 Bldg 2-0 office space office 1955 250 7.82 Bldg 2-D dance facility "dancehall" 3999 — 300 13.33 Bldg 3-R retail space retail 4536 300 15.12 Bldg 3-0 office space office 3400 250 13.60 Bldg 3-C cafe space cafe 850 50 '17.00 Bldg 3-out outdoor seating outdoor seating 400 100 4.00 Bldg 4 gymnastics facility "dancehall" 14425 ? 300 48.08 ' 910 1 159.75 *square footage for Bldg 3-C(Cafe)and Bldg 3- minus landscape reduction 5 out(outdoor seating) indicates approximate total required 154.75 amount of seatinq square footage within space **request for landscape parking reduction per 18.46.040.C.2 BMC up to (5) required parking spaces can be deleted if 350 square feet of parking lot landscaping is provided for each deleted space, in addition to the required parking lot landscaping. Parking lot landscaping required = 2460 square feet. Parking lot landscaping provided = 4961. (4961-2460)/350 = 7 II! 9/25/2005 ©2000 Comma-Q Architecture,Inc. Northside Planned Unit Develo m nt Al.4 montana avenue partners,Ilc Pat✓k;hg P-e,2�.x 1 ;5 � 1ig i 140.00 120.00 - parking spaces provided = 118(not including required accessible spaces) 120.00.-[ I 100.00 (A d u 80.00 - M y O N 7 60.00 -. C I i 40.00 � 20.00 -� i 0.00 P+ 00 00 .00 S§0 00 .00 .00 00 00 00 00 00 00 00 00 00 §0 .00 sp ❑Bldg 4 Dance time of day Northside P.U.D. ®Bldg 3-out outdoor seat Shared Parking ❑Bldg 3-C cafe Analysis ■Bldg 3-0 office ❑Bldg 3-R retail ❑Bldg 2-D Dance ®Bldg 2-0 office ❑Bldg 1 office i 9/25/2005 ©2000 Comma-Q Architecture,Inc. Northside Planned Unit n Developnt A 1 .5 montana avenue partnersme, Ic Parking Plan - Northside P.U.D. parking by hour, by use Bldg 1 Bldg 2-0 Bldg 2-D Bldg 3-R Bldg 3-0 Bldg 3-C Bldg 3-out Bldg 4 office office Dance retail office cafe outdoor seat Dance total 6:00 AM 4.08 0.78 0.00 0.00 1.36 12.75 2.00 0.00 20.97 7:00 AM 20.40 3.91 0.00 4.54 6.80 17.00 2.40 0.00 55.05 8:00 AM 25.50 4.89 0.00 4.54 8.50 17.00 3.20 0.00 63.62 9:00 AM 30.60 5.87 2.00 7.26 10.20 8.50 ', 4.00 2.89 71.31 10:00 AM 28.05 5.38 2.00 9.07 9.35 4.25 2.00 2.89 62.98 11:00 AM 28.05 5.38 4.00 11.34 9.35 4.25 2.00 7.21 71.58 12:00 PM 22.95 4.40 4.00 11.34 7.65 12.75 4.00 7.21 74.30 1:00 PM 25.50 4.89 4.00 17.24 8.50 14.45 4.00 7.21 85.79 2:00 PM 25.50 4.89 6.00 16.78 8.50 2.13 2.00 14.43 80.22 3:00 PM 26.52 5.08 8.80 16.33 8.84 2.21 1.20 14.43 83.41 4:00 PM 30.60 5.87 9.60 18.14 10.20 2.55 1.20 20.20 98.35 5:00 PM 25.50 4.89 10.00 18.14 8.50 8.50 2.40 34.62 112.55 (see note) 6:00 PM 20.40 3.91 10.00 14.52 6.80 15.30 4.00 40.39 115.31 7:00 PM 0.00 0.00 12.00 13.61 0.00 17.00 4.00 43.28 89.88 8:00 PM 0.00 0.00 12.00 9.07 0.00 11.90 2.40 43.28 78.64 9:00 PM 0.00 0.00 10.00 9.07 0.00 8.50 1.60 43.28 72.44 10:00 PM 0.00 0.00 6.00 0.00 0.00 0.00 0.00 43.28' 49.27 11:00 PM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12:00 AM 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ULI factors 30.60 5.87 12.00 18.14 10.20 17.00 4.00 43.28 141.08 Bozeman Zoning 40.80 7.82 13.33 15.12 13.60 17.00 4.00 48.08 154.75 note: maximum parking demand occurs between 5:00 pm and 6:00 pm. This is due to • the office uses reducing in parking needs and the gymnastics uses increasing in parking needs for evening classes Building 1 Building 2-0 shared ratio shared ratio area weekday 10200 spaces weekday 1955 spaces 6:00 AM 0.4 10200 4.08 6:00 AM 0.4 1955 0.782 7:00 AM 2 10200 20.4 7:00 AM 2 1955 3.91 8:00 AM 2.5 10200 25.5 8:00 AM 2.5 1955 4.8875 9:00 AM 3 10200 30.6 9:00 AM 3 1955 5.865 10:00 AM 2.75 10200 28.05 10:00 AM 2.75 1955 5.37625 11:00 AM 2.75 10200 28.05 11:00 AM 2.75 1955 5.37625 12:00 PM 2.25 10200 22.95 12:00 PM 2.25 1955 4.39875 1:00 PM 2.5 10200 25.5 1:00 PM 2.5 1955 4.8875 2:00 PM 2.5 10200 25.5 2:00 PM 2.5 1955 4.8875 3:00 PM 2.6 10200 26.52 3:00 PM 2.6 1955 5.083 4:00 PM 3 10200 30.6 4:00 PM 3 1955 5.865 5:00 PM 2.5 10200 25.5 5:00 PM 2.5 1955 4.8875 6:00 PM 2 10200 20.4 6:00 PM 2 1955 3.91 7:00 PM closed 7:00 PM closed 8:00 PM closed 8:00 PM closed 9:00 PM closed 9:00 PM closed 10:00 PM closed 10:00 PM closed 11:00 PM closed 11:00 PM closed 12:00 AM closed 12:00 AM closed 9/25/2005 ©2000 Comma-Q Architecture, Inc. Northside Planned Unit Development A1.6 montana avenue partners, Ilc I Parking Plan - Northside P.U.D. shared parking Bldg 1-Office Bldg 2-Office Bldg 3-Retail Bldg 3-Office Bldg 4-Dance weekday weekend weekday weekend weekday weekend weekday weekend weekday weekend 6:00 AM 0.1 0 0 0 0 0 0 0 2 2 7:00 AM 0.6 0.1 0.3 0.1 0.5 0.5 0.5 0.5 2 2 8:00 AM 1.9 0.3 0.7 0.4 1 0.5 1 0.5 2 2 9:00 AM 2.3 0.4 1.6 1.2 2 1 2 1 2 2 10:00 AM 3 0.4 2.6 1.8 4 1.5 4 1.5 2 2 11:00 AM 3 0.5 3.3 2.9 6 2 6 2 3 3 12:00 PM 2.7 0.5 3.7 3.4 10 6 10 6 5 3 1:00 PM 2.7 0.4 3.8 3.8 14 9 14 9 7 4.5 2:00 PM 2.9 0.3 3.7 4 12 9 12 9 6 4.5 3:00 PM 2.3 0.2 3.6 4 12 9 12 9 5.5 4.5 4:00 PM 2.3 0.2 3.3 3.6 10 9 10 9 5 4.5 5:00 PM 1.4 0.1 3 3 14 12 14 12 7 6 6:00 PM 0.7 0.1 3.1 2.6 18 18 18 18 9 9 7:00 PM 0.2 0.1 3.4 2.4 20 19 20 19 10 9.5 8:00 PM 0.2 0.1 3.3 2.2 20 20 20 20 10 10 9:00 PM 0.1 0 2.3 1.6 20 20 20 20 10 10 10:00 PM 0.1 0 1.2 1.5 18 19 18 19 9 9.5 11:00 PM 0 0 0.5 0.5 14 17 14 17 7 8.5 12:00 AM 0 0 0 0 10 14 10 14 5 7 i i i I Building 2-1) Building 3-11 shared ratio area shared ratio area weekday 3999 spaces weekday 4536 spaces 6:00 AM closed 6:00 AM closed 7:00 AM closed 7:00 AM 1 4536 4.536 8:00 AM closed 8:00 AM 1 4536 4.536 9:00 AM 0.5 3999 1.9995 9:00 AM 1.6 4536 7.2576 10:00 AM 0.5 3999 1.9995 10:00 AM 2 4536 9.072 11:00 AM 1 3999 3.999 11:00 AM 2.5 4536 11.34 12:00 PM 1 3999 3.999 12:00 PM 2.5 4536 11.34 1:00 PM 1 3999 3.999 1:00 PM 3.8 4536 17.2368 2:00 PM 1.5 3999 5.9985 2:00 PM 3.7 4536 16.7832 3:00 PM 2.2 3999 8.7978 3:00 PM 3.6 4536 16.3296 4:00 PM 2.4 3999 9.5976 4:00 PM 4 4536 18.144 5:00 PM 2.5 3999 9.9975 5:00 PM 4 4536 18.144 6:00 PM 2.5 3999 9.9975 6:00 PM 3.2 4536 14.5152 7:00 PM 3 3999 11.997 7:00 PM 3 4536 13.608 8:00 PM 3 3999 11.997 8:00 PM 2 4536 9.072 9:00 PM 2.5 3999 9.9975 9:00 PM 2 4536 9.072 10:00 PM 1.5 3999 5.9985 10:00 PM closed 11:00 PM closed 11:00 PM closed 12:00 AM closed 12:00 AM closed Northside Planned Unit Develont A 1 .7 montana avenue partnerspmg , Ic • Building 3-0 Building 3-C shared ratio area shared ratio area weekday 3400 spaces weekday 850 spaces 6:00 AM 0.4 3400 1.36 6:00 AM 15 850 12.75 7:00 AM 2 3400 6.8 7:00 AM 20 850 17 8:00 AM 2.5 3400 8.5 8:00 AM 20 850 17 9:00 AM 3 3400 10.2 9:00 AM 10 850 8.5 10:00 AM 2.75 3400 9.35 10:00 AM 5 850 4.25 11:00 AM 2.75 3400 9.35 11:00 AM 5 850 4.25 12:00 PM 2.25 3400 7.65 12:00 PM 15 850 12.75 1:00 PM 2.5 3400 8.5 1:00 PM 17 850 14.45 2:00 PM 2.5 3400 8.5 2:00 PM 2.5 850 2.125 3:00 PM 2.6 3400 8.84 3:00 PM 2.6 850 2.21 4:00 PM 3 3400 10.2 4:00 PM 3 850 2.55 5:00 PM 2.5 3400 8.5 5:00 PM 10 850 8.5 6:00 PM 2 3400 6.8 6:00 PM 18 850 15.3 7:00 PM closed 7:00 PM 20 850 17 8:00 PM closed 8:00 PM 14 850 11.9 9:00 PM closed 9:00 PM 10 850 8.5 10:00 PM closed 10:00 PM closed 11:00 PM closed 11:00 PM closed 12:00 AM closed 12:00 AM . closed Building 3-out Building 4 shared ratio area shared ratio area weekday 400 spaces I weekday 14425 spaces 6:00 AM 5 400 2 6:00 AM closed 7:00 AM 6 400 2.4 7:00 AM closed 8:00 AM 8 400 3.2 8:00 AM closed 9:00 AM 10 400 4 9:00 AM 0.2 14425 2.885 10:00 AM 5 400 2 10:00 AM 0.2 14425 2.885 11:00 AM 5 400 2 11:00 AM 0.5 14425 7.2125 12:00 PM 10 400 4 12:00 PM 0.5 14425 7.2125 1:00 PM 10 400 4 1:00 PM 0.5 14425 7.2125 2:00 PM 5 400 2 2:00 PM 1 14425 14.425 3:00 PM 3 400 1.2 3:00 PM 1 14425 14.425 4:00 PM 3 400 1.2 4:00 PM 1.4 14425 20.195 5:00 PM 6 400 2.4 5:00 PM 2.4 14425 34.62 6:00 PM 10 400 4 6:00 PM 2.8 14425 40.39 7:00 PM 10 400 4 7:00 PM 3 14425 43.275 8:00 PM 6 400 2.4 8:00 PM 3 14425 43.275 9:00 PM 4 400 1.6 9:00 PM 3 14425 43.275 10:00 PM closed 10:00 PM 3 14425 43.275 11:00 PM closed 11:00 PM closed 12:00 AM closed 12:00 AM closed Northside Planned Unit Developm nt 1 .8 montana avenue partners, lic • a b b X N I i I • f - I • I ._s Appendix 2 Reduced Plans Northside Planned Unit Developmgnt A2•�1 montana avenue partners, Ic 1 • C1 -Civil Demo Plan i / ^v' IM L=4752.86 J I V 0735.90 \ I V 5'DROP=4741.90 / A I GENERAL NOTES: a m RI EL=4752.e5 n oy IH EL=a7J9.15 1. REFER TO ARCHITECTURAL PLANS FOR INDIVIDUAL BUILDING DEMOLITION LIMITS. `o_ / J \ 2. CONTRACTOR TO COORDINATE WITH NORTHWESTERN ENERGY TO RELOCATE EXISTING OVERHEADPOWER— — — — — — w 476 f-IF I n LINES.ALL NEW LINES TO BE UNDERGROUND. I Ix u 3. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING CHAIN LINK FENCE AROUND PROPERTY BOUNDARY y d AND WITHIN PROJECT LIMITS. ° Z U I Z; 4. THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND THE CONTRACTOR SHALL FIELD • VERIFY PRIOR TO CONSTRUCTION.THE CONTRACTOR IS REWIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT ALL EXISTING UTIUTIES. W — — —— _ BUILDING 2 I _^ g a� r A) •— —— — — —— — — - - TI \ 5. WERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT FROM THOSE INDICATEDON THE c oQ 3 Q rn Z PLANS OR IN THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO THE c ; - S PERFORMANCE OF WORK. M EL-4753.44 • O I� I V I EL 4740.39 w I I 6. ALL WORN AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE BOZEMAN MODIFICATIONS a TO THE•MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS"CURRENT EDITION THERETO UNLESS INDICATED — —— — —— — _ m ON THE CONTRACT DOCUMENTS.IN CASE OF CONFLICT BETWEEN REGULATORY OR STANDARD SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT WILL PREVAIL rn _ `\ 7. CONSTRUCTION SAFETY AND SANITATION FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR AND — — — — — — — -_� L_ — — —— —— — _ I MAINTAINED PER THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. rj J 37 8. THE CONTRACTOR SHALL PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY FROM DAMAGE DURING \\ CONSTRUCTION. _ 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING ANY AND ALL UTILITIES IN THE AREA iv REMOVE AND DISPOSE OF I — —' ——' — PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. I n iL APPROXIM ELY 802.53 S.F. - r+G Z CONCRETE PAD-AN WALL I N \ 10. ALL ROADS(OAK ST.6 ROUSE AVE.)SHALL REMAIN OPEN THROUGH OUT THE DURATION OF THIS a •Q J PROJECT. ° (n Z Z egeyi.s-44 I S I— 53 I I i• \ \ 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL INCLUDING BUT NOT LIMITED TO • J 1 I I \ DETOURS,SIGNAGE,AND FLAGGING PERSONNEL m 0 d REMOVE AND DISPOSE OF I Z EXISTING ASPHALT PAD(TYP.) I I I co 0 REMOVE EXISTING NG I I G 0 W 1 _- - " a I I \ and w w I I • 0 _ _ _ _ _ m e REMOVE EXISTING ObWERPOLE(TYPICAL) I I I I i \ c — — — — — — —— — i I I Z REMO AND DISPOSE OF EXISTING CO NCR 46 VAULT,VALVES,AND APPUR S.CAP CONNECTION — — —— — — — — — — — ---I I— TO EX.I( WA AIN_ — — — — — 10 i L — -� — —�— — -- — LEGEND ' —— — — — — � Iw.ui ®10col 2 ®� CCI C06RDINA�RECdCA OF�XISSEE NOTET2 I I (Bocce, -ha _1` — F EXISTING FENCE Qe rr 0WES Q®®. I v � �� aW'D• a IRI)OPQQp®�pg I I NG UNDERGROUND GAS M g153 —— — — —— � —= J L —— _ _ _— _ — — — P.caao.l add. I I UNDERGROUND POWER "f•yy�� SEE� G Ir I a ADJAOENTI SIDEWALK REMOVAL R REMOVFa EXISTING VICE. WATERLINE nllHrll `o / — — RO,,, BUILDING 4 sEE No 3 I I I I LO SANITARY SEWER O � ^ '0 I I I I UNDERGROUND FIBER OPTICS =O V o Q�SQ I I I I EXISTING MANHOLE C C Q ——— ——n——_ I I 4756 V) II II c �a pgp EXISTING WATER VALVE C '0) CATCH BASIN :2L C CU N \ - -- - - - - - f-- - - - - --- - - -�� .� SIGN a) o N \u e I I I m m I I 0 \ Y E h EXISTING LIGHT Z N ——— ,— — — —— — — BUILDING 3 I I I I I EXISTING HYDRANT O H m O 0 U71UTY PEDESTAL Iw.00' I I e \ �µ g I A xeeD^mi To EXISTING POWER POLE / — — — JNC 0 ' I EXISTING GUY ANCHOR N ' 475, — —— `_4756 — — — ——— (71 J RI EL-4755.76 \ 1 Q 3) # REMOVE AND DISPOSE Oi _ _ - INV EL=4743.79 Z � OXIMATELY 83.1 LF. —N— C3 \ -4756 CURB CUTTER 4756Z. W � \ I \ i W q �� —v Lq I Z + f OAK STREET 475 _ — — — — — — — — — \ I Z O I r°j56�1 I— - - OD i TEL m TEL TEL TEL F \ I I I I I Sheet No. 1 I \ I I 30 0 30 60 v I I I ( I scale feet v C 3 — — — — — — — — — — .-4 I— _ _ _ _ \ I• i of Copyright 0 2005 HKM Engineering Inc., All Rights Reserved. Northside Planned Unit Development A2.3 montana avenue partners, Ic - _ C2-Site Plan&Site Grading Plan. \ P COORDINATE TABLE I o _ eNILNORTHING EAS71N EL VATIO DESCRIPTION v 3�H L=4752.66 07 9816.7219 10546.7083 4756.0200 TBC o m SEWER EASEMENT y� I =4738.90 02 9832.6915 10541.9388 4755.8900 TBC $ 5'DROP-4741.90 a 03 9830.1160 10533.3152 4755.9300 TBC a 04 9855.9868 10525.5885 4755.73DO TBC • °°-, INSTALL 650 DEPRESSED'CURB "'x EL-4752.88 OS 9850.555 10508.6607 4755.82GO SIDEWALK w / h O6 9850.5559 10482.9113 4755.8700 SIDEWALK I ¢ ^ I ELm4739.19 z o- rn 07 9865.6791 10482.9113 4755.8700 SIDEWALK 08 9992.3032 10485.2236 4754.6900 TBC i o 09 9739.4921 10385.1397 4756.00t TBC 0 EXISTING z 10 9986.7705 10466.6989 4754.7300 TBC u Ne9.4:u'w r2195' - /f. 11 9754.1170 10374.3833 4756.4025 TBC 0 PC -__-__-__-__ -Not.2- - "'4 1 12 9774.0944 10312.8740 47555.203 TBC 0 PT • N r --I SNOW STORAGE AREA•. 5 2 13 9978.9923 10454.5188 4755.1700 TBC BUILDING NO.1 I � 14 9976.4215 10402.5219 4755.4300 TBC ? $ I (/ PARKING ONLY SIGN C-5 ^ v3 F.F.E:4754.33 I I �\ 15 9970.0885 10402.5915 4755.5300 SIDEWALK z wrco •I';•: o (TYPICAL OF 5) ( ) U N 16 9774.1576 10338.3534 47551200 TBC0 PC ; ;. Q < U 17 9745.8576 10405.1197 4755.9800 SDEWALK o` 3 I, 18 10038.4177 10401.8413 4755.4300 TBC - • o v_z I I INSTALL 826.0 LF. s m O ,. BUILDING NO.2 I 19 10038.8897 10444.8388 4755.2100 TBC I F.F.E.=4754.41 20 9746.9167 10497.9901 4755.81 DO SIDEWALK v SQUARE CURB,NORTH EB �0�0 (VARIES) `z' m SIDE OF DRIVE. S'lP1 O `�"' (V J M EL-4753.44 21 9791.2412 10455.5013 4754.7500 SIDWAIJ( INCLUDES LANDSCAPE v EL-a7ao.39 22 9791.2412 10497.5013 4754.7500 TBC I x± ' Q' 23- 9748.7063 10523.5481 4756.7100 TBC 0 PLANTER c CURB I ` .1 - N z 24 10033.3543 10472.9632 4754.7100 TBC T 2 CONSTRUCT HANDICAP 25 10085.8537 10438.4995 4755.2500 TBC v -g A A •s\ -J "'( x' 1 IIIIIII II III I �I�I III II III 4 27 10099.6100 10456.04 8 4755.2100 TUC • xx' ,••• 29 10148.4804 10463.6267 4755.500 TBC 30 10166.6047 10524.3113 4755.1400 TBC o •:y (? I i W1Vl 1NIR , I ! 31 10148.7187 10529.6532 4754.9900 TBC I •~zs,- a\�1f IRKI I 1 32 10151.8666 10540.1932 4754.9400 TBC L- ---- 18 p 1 ---1 z 33 10128.0076 10547.6669 4754.760U TBC 2p0 6 34 10133.0633 10564.5947 4754.6700 TBC �$Op • .NS 9750.0517 10666.9823 4756.6000 TBC 0 PLANTER 36 10032.1513 10594.7334 4754A800 IBI: o > J °' 37 9775.7818 10671.1277 4756.5300 TBC 0 PLANTER • Q 7j 38 9729.4867 10657.2977 4755.1t SIDEWALK 0 EX.CURB COaye t roa9 I (rod 4TJ / 39 10021.9892 10605.8176 4754.0000 TBC D a sa Y�` �'- 4 40 10022.0620 10612.4535 4755.3t SIDEWALK 0 EX.CURB o (n 0 2, 41 9774.5915 10693.3500 4754.4300 TBC 3 Z / 42 10041.1996 10655.2460 4754.6500 TBC o W Q 43 9807.5256 10677.8235 4755.89 SIDEWALK z Q 44 10056.1042 10516.1059 4754.1300 CURB 0 PLANTER o U) / 45 10056.4479 10647.4115 4754.1300 CURB 0 PLANTER =W 46 10047.5001 10606.6737 4753.9600 CURB 0 PLANTER cx N A 47 9979.2033 10655.9266 4754.6500 T13C • t)C 0 (TYP) �N 48 9978.8301 10621.9286 4754.4800 TBC o 0 m h_ 1 m 49 10048.1024 10661.5329 4753.4000 END OF CURB Z 50 10139.8984 10585.7331 4754.9100 TBC 0 BUILDING °d 51 9990.1420 10607.2801 4754.0700 TBC a I q 5S J e• 66 - _ I 52 9985.9491 10589.7467 4754.4700 TBC <I •.�.1,��, � 53 9807.4315 10520.2609 4756.1900 TBC o `•'���•�' n " �� 54 9846.6372 10651.5313 4755.44DO TBC o I • e �1U1 55 9884.8546 10573.3237 4755.2600 TBC z � 56 9868.2937 10643.6717 4755.3200 TBC 4 j 57 9863.2380 10626.7439 4755.4100 TBC UILDING NO.4 I I• 58 9858.4471 10628.1748 4755.4500 TBC F.F.E.=4756.26 18DO 59 9855.8715 10619.5512 4755.4900 TBC a I•' 26•� $ 60 9839.9019 10624.3207 4755.6200 TBC 0 I I I •3 18 61 9870.8065 10547.2535 4755.5100 TBC 62 9865.0447 10559.4109 4755.5500 TBC I I nn 63 9873.3437 10587.1980 4755.3900 TBC 26p0 1p}3 o T 64 9884.8290 10594.2043 4755.2400 TBC I INSTALL 1040.0 LF. 1800 I 66 9989.4557 1 4754.6700 TBC 0542 0838 4754.5500 TBC ,Q�,�(� _ SQUARE CURB,SOUTH S. YT1N� YR Nee77Tot 67 9989.4557 10533.4595 4754.6000 TBC ?' SIDE OF DRIVE. ppR��O�I ''1" 1a.aD' 68 10031.4653 10529.5669 a754.5900 TUC 0g11111KI INCLUDES LANDSCAPE .' -- I- CURB .s.'-`" - n u, _3 I U e.1l\ i I ' ='� 71 10099 1818 10479 0767 4755 0500 TBC ----- ex a 70 10036.2306 10549.0167 4754:4000 TBC ��°(,•)-�� Z y O a 72 10101.7317 10508.5809 4754.7700 TBC 73 10099.1562 10499.9573 4755.0000 TBC na p10� 10 00 4 �'; 74 10113.2042 10526.0275 4754.8200 TBC �( L L0 n 75 -----NOT USED 76 _____NOi n `0 exg. � �00 CONSTRUCT 4'THICK 77 -----NOT USED----- � LA F MAI II I 5.00' I o _ - T,IPI CONCRETE SIDEWALK 78 9960.4059 10464.8137 4756.2000 WALE V O Q Q I o. O 'Q M ) -.� p LL-4000. 80 9783.2582 10386.11270 4756.2000 WALE 011 81 NOT USED C O C /n,15a I Q 4 56 - 8 82 9882.2791 10564.7001 4755.3100 TBC C O N I Cn00 , 6 T z •E Nen4 a> C 10 NMI ° ` V Lu Y N CU I I I :x BUILDING NO.3 Z ,� `o F.F.E.=4756.30 c /� $ O O .0 4n m CU x I I o - am .l L L ° NOIE ,a - - - - - - - - - - - - - - - SEE SHEET C-3 FOR WATER,SANITA I rn 1' I •m ✓ • AND STORMRY ER PLANS. \�\\ 2220 a64� m --J x� a // N88TY10T SEE SHEET A-4 FOR TRASH ENCLOSURE,BENCH&BIKE (� 475 ,. \ ` 0, RACK DETAILS. Z 1 6 / L7 / \ •N 4�5 / # I RI EL4755.76 -N- I 'I IN EL=4743.26 w fI # W H w Sfi a �L 4756 OAK STREET 475 w o I F � 4756 w a` - - - - - - - I EL f - - - - - - q1 S 6 - - - - - i pyd �� Sheet No. 2 IF t rn I I 1 30 0 30 60 -� TEL o - - - - - -I �- TEL h I feet o - - - - - - T E L - - e c e l e EL C I of 4 I 1 Copyright 0 2005 HKM Engineering Inc., All Rights Reserved. Northside Planned Unit Development a montana avenue partners, Ic A2.4 C3-Storm Drainage Plan p O \ O v P > o m ' s �q L-4752.86 n ' LOCATIO AND J I L-4731190 e c SIZE jj BE C-4 1 5'DROP-4741.90 • ON FIN L FIN L SITE E PLAN. (TTP) RI d 7 6Gr°e END GP GPANDIAR WELL GRADED sovAGG1EGATE YIXRe✓E$ K CE%FlxES.COYPACr w e w uPrsro es%PROCTOR pE7yg1lY. sc7aaurmo+ sEE rxE rAe,EOP uxFrrnmE ru uwrERwaw v / \ n -4 - atalulE°rs OESgx uAxluL wsTAwnM UANWL O d M wNA'.31MM1EG,.ODY. %-]wM wwSxED. � Z 4j5.3- (TTP)— MMS1®,AxcwAR sroxE - U N6944:17W J2J95' S AAsxrD wteeaAH9= • - FY xON4•,�N�OTE%1� PAVEMENT _ ___ '______- 1 —NW35:a2 1= �23:9s j BUILDING NO.1 I Yw ' 2 gol o I I F.P.E.=4754.33 I I I I a I \ 0 3 c, I �r�� f// G • o �.z�z I r O BUILDING NO.2 SERVICE I m I F.F.&=47i4.41 I \ •,� v I �• O (VARIES) ° M EL-47�3.44 V EL-474b.39 -0 N EDG xN.O U FRNDWErvEAOBF fSUAGROE S 0FMS - rn ePTU_eR erm. rre¢A�cRwse�mm OErul m :..• -�:C "` M I \ sEE erDRYlEore DEscx wwuu p 1 IIfI.IIII.'''RRII�'ImIm'ID9III'WW'II��III II6�9�II66IID9IIII 7 �11111111111111 N 3 _ .23 (�)\\ a 0 Q AND SIZE T BED, m ° PROVIDED 0 7 FINAL SITE LANrv�',o a• 0 I \ • Z J p a e9e_9Lsa4 4/S3 cD �� � ' \ Wa 5 L.F. � uRAY �uDWss. H awlIV1 \ c�wxour wrtN scRcw4x rwP • CC 0 • IIIIIIIO _)\ I I PAVEYEM CueSvu» Te Z ^y I I r\ M.5xr01G8a cuss xxaaxwEx DEOItxiRE m II v q$5 d .•WCRISER Z I 3 CON UCT 275.0 d L.F. OADSIDE I PI SWAUILDING NO. I N p I I I • VATH 1.50' DEEP F.F.F..=4756.26 I .,r�i I 1 WITH -IDE SLOPES - - - - ®5:1. MATCH BG74e CNAY9ER r, FLOWLI E OF I � f GUTTE , EACH END- I Irrnrxaau°N 11pW r I n I r I r I sPEcnDN roRrroeE C / I O AT=oFauweER �rrrrP - 2l L I � xowwovex r;farErm�E� jQi i 1_ I NBB77'70F - 104.00 _ STORMTECH SC•740 CHAMBER SYSTEM =Z O� M OPTIONAL INSPECTION PORT DEATAIL � Ey`�• n I I I I NUT TO S �\ - --------- •'i I ru"wo" •O _ I n.. A.ra LO Co R-26 ss' 4IS I I 1.:o O A. ^ � ca yr I IAND SIZE P c o O X � 0^r A=10.86' ROVIDED ON ;i: '� R=261.56' II INAL SITE PLAN. - C O ° �2'z2'at" I I 0 Q I I I o Chrd=557'08'19" I I o I I •) 0 M LC=10.86' - v '1'6'�-f•�• n�� I .:I 4 56 ,.'.. ',: •}. N I I at 4 y AVENFM CI 03.•FP�, II I I .'.'�;_.:�'.:{ mn.erwewa,msroeex wroc ax DExsm.sEE ne:ue�Do W 7[ 32• •.. a`y. DR°xUARwel r4usmsovADDReDArEwmu�s,ae%wa¢s. C00 o3•f$ I p'I5 I ° ..j- •.: .•/.�(, :•:9 ., c1 rti I I .eaPrAaze au ru.EmusiN erawnE°eaD�ax uu+uw •:O.; •i.'•.:.:.�-!;: a` �`� - Ixsruurnx uu4,Al oR xvnr.maranEa.ccY. Z N I I BUILDING NO.3J '0h m NI F.F.E=4756.30 ,." / ,n wr.Wv+ExDEmExntE L � I — — — — L — I _ YAMMW,E 3 I a 9 __J / \ / A' N892 1 F Zr J \ I S89'24'17"W I y = 47 56 ..\.._ .<...:..q _4j56 RI. EL-4755.76 W IN EL-4743.26 (, Dc%%cx eNeue>:n° wru owem Z Re5P0x94xEiM •6EeranYlEaes DE6Rw YAMW. a' OAK STREET 4756 a eraPEaw G) Euaow,DE saes MSMOeD®rLS9f • q o rmnwDVPN Demonae Z OD 475 � erDRrre°,wru exArmeR erereu W I rer LT ,c�rroav aAewnAxxa,e 01 >4f — I 7s F Sheet No./3 i 30 0 30 60 TEL qj56 — a I I I C_V�V I � scale feet TEL TEL I I + I J of 5 Copyright 0 2005 HKM Engineering Inc., All Rights Reserved. Northside Planned Unit Developmgnt /�"f montana avenue partners, Ic A2.5 C4-Civil Details . 0 a PROPERTY LINE TYP. i • GREEN STEEL POST NOTE:IF APPROACH EXTENDS TO CURB. Q m AT END OF SERVICE INSTALL APPROACH AS PER STANDARD 1/4"BLOW TOP OF NEW VERTICAL CURB DR—\� DRAWING 02529-5.WITH 15'CURBPROPERTY LINE OR PAVEMENT SURFACE INTEGRAL CURBTYP• TRANSITION SECTIONS. CURB TO CURBEASEMENT LINE GUTT WIDTH-VARIES rD HEAW DUTY MONUMENT BOX.SIMILAR FACE OF CURB I11 IS'R(TYP) I K 5 i/2'BOULEVARD r4 To CAIRO ENC.NO.50608-1 FACE OF CUTTER 111 (TYP,) 4• STREET PAVING dr GRAVEL AS REWIRED EXPANSION JOINTS CONTROL JOINT EXPANN51ON JOINT BACK OF CURB Z STREET SURFACE GROUND SURFACE SEAL JOINT WITH RAM-NEK ( SIDEWALK I INSTALL EXPANSION FLOwLIN\ U (TYP.) _ .. 8"%3'ROUND CONCRETE SLAB JOINT IF DRIVEWAY _ • N Y 6� '' 35'MAX.COMMERC IS P.C.C.PAVEMENT WITH CURD RETURN a/ 2 5' Sl1P HUB TO THREADED 40'MAX.INDUSTRIAL A ' Z ¢z 1 COMPACTED BACKFlLL ADAPTOR ` mar3in (�') (SEE SPECS.) FROST FILLET AS ONE PIECE, 6 Z xv �oo EXPANSIO 7 IF EXISTING CURB �-.- I7.5 8' THREADED PLUG A B JOINTS WILL BE ; SLEEVE A DOWEL NTH 5 4% RETURN.GRIND GUTTER (11.5 (TYPICAL EXCEPT IN SPECIAL j 36'SMOOTIH REBAR REQUIRED APPROX. TO FORM OUTLET O O LLi4z CIRCUMSTANCES WHERE CITY M CONTRACTION JOINTS EVENLY SPACED ON V EVERY 10 FEET CHANNEL WHEN THIS • - IS THE HIGH SIDE APPROVED ALTERNATE LOCATIONS) INTER -SPACE AT 5' CENTERS WITH 3 1/2• to ON-SHRINK INTERVALS OF COVER.WITH PLAN VIEW DO CLEANWT ���--FNNI IN SIDEWALK, IO' ONE END OF ONE / BACKFlLL ONE END OF BARS j PIPE,8"PVC INTERVALS IN APRON J!WOOD '•45'° r..r.. ::•. �3 H SERVICE LINE.SLOPE-1/4"PER MARKER 1'-0•MIN. r.�'�• O 45'ELBOW -� FOOT MIN.,I/2"PER FOOT MAX. i TRANSITION TOP - END OF CURB TO pe` EXPANSION JOINTS AT \ _ TRENCH '•'I^ MATCHH SIDEWALK CURB RETURNS 0VARIABL SEWER MAIN O Y: 3'-0"MIN. O i STIR T SURFCE EE A Z V) \ J III-(LURE&CUTTER I /] PER ¢1 O Q IN LINE WYE FITTING FOR NEW I EXISTIATIONS. LUG "- �� •i;•" v a SADDLE FlTTNCS ALLOWED FOR EXISTING �'r' "PVC .?,:.:�':....•• C INSTALLATIONS ONLY UPON APPROVAL OF f- - CITY OF BOZEMAN SEWER DEPARTMENT. `•!'�•••.'.•; 17 C] W DRIVEWAY(A.C.0 SIDEWALK DRIVEWAY APRON 7'J • Q Z OR P.C.C.PAVEMENT) IYP. 5' REINFORCE WITH p4 1/4'PER F00T SL PE Lf STREET SURFACE SECTION A-A BARS ON 2'X 2'GRID j o N` O END OF LINE CLEANWT �.f'`•••:�:..... NOTES: THE WIDTH MTH PROPORTIONAL W IF REQUIRED USE PLUG +....•....._"' •-•'': :. W Z NVERT MAY VARY TO SATISFY THE DESIGN (2 SERVICE INVERT NO I - ."'":•' Q WASHED ROCK Pl1REQUIREMENTS OF INDIVIDUAL 3 C CQC 3"MIN. 6"THICK M-4000 CONCRETE APCATONS.FINISHED HED STREET ET SURFACE SECTION A-a TO BE 1/8"TO 1/4"ABOVE EDGES OF w DOUBLE GUTTER. O • Q m 1 SANITARY SEWER 2 SANITARY SEWER 3 NON-RESIDENTIAL DRIVEWAY 4 DOUBLE GUTTER DETAIL Z m C-4 SERVICE LINE C-4 CLEANOUT C-4 APPROACH FOR ARTERIAL STREETS C_4 0 : : SCALE: NONE SCALE: NONE SCALE NONE SCALE NONE d AL 24- Standard costing d:cow F and co t be either Coird No.52441.MCI 305 frame, INLET CASTING a 5.4"(0.45') 305A co r IFCO 772 Irame.772-8 cover or Dealer 1025. NEENAH R-3067. • 9.5" Covers shah have two 1"pick hales. IFCO 515-7 OR 2• Flat slab cover DEETER 2047L t Adjustable rings. !:�� It fill IO 0 TOPSOIL { /y 2" .,12" ` P = L(TYP.) a :T . 4 R 4.• NOTE: All joints between manhole sections. :21 .a I manhole ring N tnp enr.Hnn,and around 4 10 RR i 3aPE I er pipe into manhole shall be / 1.5• / 24"or++ tight. Jointing material.hall be"Ram-Nek' .0. PRECAST CONCRETE, I �\ w Cur equol for oil mints except between 12" \� a e a 27'Opening sewer pipe and onhole wall. M-3000 OR C-3000 ZC� A •O� \\ w 4. F VARIABLE(3'MIN.) ,• ••' It� eG' BARS AT p Manhole step.of }'-p• RO llltt .O N I 9• \ - wa e 3 ! 16'centers concrete r r MAX..SPACED EQUALLY -CENTERS1 a. P.....I ,nl,rced c crete manhole rI... 7111111 LLO ¢ 5 with ASTM designation C i and cow manufactured In accordance 478. �: O All tt T CRUSHED GRAVEL - ..•, A. u E^ 07 BASE-3"MIN. - ':�., ':'�:'. :�': .7".' �,�. N 4 E C C) X ! rl!r'rr!!'il��l'i//' ! o As required •6• (TYP.) Q 0.1 '•i%/ rr?r'r rrrr!' r ' ) �liilii 20 SUB-BASE COURSE 1(;'ii111/f?1 P (. 4'-0"� C 4l C AS REQUIRED ( • c '1/ �//ir' ':/r111 //�f/'; / i ij;i•i r l - E Cutout.a.required FRONT VIEW d •� / \/\/ \/ �\/�\/ 4, ANCHORSBOLTS s B•sM00TIi Roo 0)a C 10 \ \\\i\�/\�• / \ //�/��•//'% CENTERED IN OPENING Q DO Oh COMPACTED SUBGRADE _ W CV E Ln (U A '0 rn m 5" 3/4" Channel=die.of pipe VARIABLE :y: 2'-0• '•�: a F3 s PER 1'SLOPE 4"PER I'SLOPE SLOPE 1/2'PER V r S _,. •• W .5—�f 9.5� A �r •'�' A I Precast or poured-in-place base. . U DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB Poured-in-place base,minimum I Z la concrete thickness below pipe I. Z RuJius of --� I " WRB AND CUTTER TO BE WARPED Q manhole 8 inches. Pro...I base.minimum •/ �• TO MATCH INLET. 1 ?i0o� t 9" �..: W Ch thickness is 6 inches. V RJpg,SL pipe Eeph�l •:' DESIGNERS WiLL PROVIDE ADDITIONAL W I BLOCK OUT FOR '-'•" DESIGN DETAILS TO FIT SPECIFIC Z U 1. Sub de a base course compaction shall conform to section 02230 M.P.w.S OUTLET PIPE • '. •:�:f. �• •'•�' gra po ( pets..1996 ad.) CONDITIONS. _ p1 2. Contraction joints shall be placed at IV intervals and shall have a minimum depth of 3/4"end minimum width of 1/8'. .,> NOTE: St dm droin manholes shall 12•RCP(Trip.) 6•I a 3. 1/2•expansion joint material shall be placed al all P.C.s.P.T.s,curb returns and at not more than 300'Intervals. The Dlo.of.war pipe i•.:,•;; not have formed channels and he I-_- Z •s'.':.'.': expansion material shall extend through the full depth of the curb and gutter. - }'_p• E; 4. No curb and gutter shall be placed without a final farm Inspection by the City Engineer or his representative. lowest pipe invert shall be 9"nigher • o lv than bottom of manhole. W � 5. Concrete shall be Class M-W00. 01 6. Crushed gravel base shall meet the requirements of Section 02235(MPW SPECS.1996 ed.) For curb and SECTION A-A SIDE VIEW Sheet No. 4 gutter replacement projects.washed rock may be used for the gravel base. INTEGRAL CONCRETE �6� MANHOLE DETAIL 7 SQUARE CATCH BASIN C-4 e C-4 CURB AND GUTTER C-4 C_4 of 5 Copyright ®2005 HKM Engineering Inc., All Rights Reserved. Northside Planned Unit Development /� w L U montana avenue partners, Ic ^ C5-Civil Details e a a BACKFlLL MATERIAL j ' • VARIES� IIIt,��II' o m I I n • o u NOTES •SEE O.S.H.A.SAFETY AND HEALTH REGULATIONS FOR 4 G m d 1.ALL EXCAVATION DEPTHS OVER 20 FEET MUST HAVE SLOPING CONSTRUCTION.SECTIONS 1926.651 AND 1926.652. OR BENCHING SYSTEM DESICArn RY A REGISTERED PROFESSIONAL d ASPHALT Z ENGINEER. SURFACING V 2.WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT,THE B 4 (TYPICAL) • Mf, N PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A M{ MINIMUM OF 12"FROM THE EDGE OF THE TRENCH OPENING. RAMP SURFACE SHALL L9 WHERE NEAT LINE IS LESS THAN 3 FEET FROM THE EDGE OF MEET DETECTABLE _ EXISTING PAVEMENT OR CURB AND GUTTER SECTION,REMOVE WARN I NO REQUIREMENTS K m1So� AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND _ Q EDGE OF PAVEMENT. OF A.DA SECTION =_= A,.d� A c ; €s i z 3.WHEN IN UNSTABLE OR SOFT MATERIAL.TRENCH WALLS SHALL 4.29. TYPICAL COLOR A _ : C, -i I, BE BACK SLOPED FROM THE BOTTOM OF THE TRENCH.(TYPE 1 OF RAMP SHALL BE A. EXCAVATION). BLACK. N VERTI 0] CAL TRENCH WALLS o• v O ,$IDEWAL'Je \WTHI SHORING TO CONFORM '•� 4 m o0.S.H.A.REGULATIONS. EXCAVATED COARSE BROOMET YPE 2 EXCAVATION.• MATERIAL FINISH(TYP.) d Z SUBGRADE OR - •v - GROUND SURFACE 2" MIN. ,8• - IN NEW CONSTRUCTION, 4 � O. • MIN. �•" . RAMP AND CURB MAY BE POURED MONOLITHICALLY. EXPANSION JOINT Q o -� INSTALL DETECTABLE WARNING TAPE IS'MAXIMUM DEPTH.(OPTIONAL) Z EXPANSION JOINT < O Q BACK SLOPE AS SPECIFIED T o 0 CONFORM TO O.S.H.A.REGULATIONS.• / O 5;~ W TYPE 1 EXCAVATION: PT STEEPER - A • m Q (� THAN 1:1 SLOPE EXCEPT FOR ROCKS). - - cC TRENCH YAOTH=O.D.OF PIPE PLUS 2 FEET MINIMUM TRENCH WIDTH 3.5 FEET 1/2"UP 4 Q 0 TYPE"A•TRENCH SACKFUL 1:12 MAX. A A A' d 4 ? ASPHALT W SURFACING TYPE"i'PIPE BEDDING p 00 O O 00O O OOOpp f ./ a (TYPICAL) 0 00��°0� O�(1°O�Oo IMPORTED 3/4'MINUS SELECT �� 0000 }'GRAVEL&SE 4 '4 • a'O VX BEDOING MAXIMUM LAYERSPLACED IN 4 CO°OOOO o000000 3 d 4 a A 4 Z In THOROUGHLY COMPACTED. DOO O0� •; SECTION A-A' „ �O �00 o$cp00/ n TOP OF CURB 4 m TYPE"2"BEDDING WHERE /O°O SIN ° Q000Q� \ 4 4REIRED FOR SOFT OR UNSTAB E FOUNDATION. % %\ 1:12�_ 3'MIN. 1:1� 4.4 Z • / \ 0 \' B FLOW LINE SECTION B- 1 TYPICAL UTILITY TRENCH C-5 SCALE: NONE 3 6' SQUARE CURB �T' 5 ~� is o 2 HANDICAP ACCESS RAMP c-s SCALE; NONE -Z . .-:y C-5 SCALE: NONE ROf�S`Y H n ' /r/1NIII Lo u) Ln F Q A. O O CT O 10.33• 2 U h �Y DO BC TO BC FLAT BLADE o 0.1 2"PREfORATED SQUARE TUBE C X STREET NAME REGULATORY SIGN BLANK AS PER C o �A� SLOPE O 0.50R MINIMUM CURB LINE SIGN BLANKS SEE SECTION MUTCO STANDARDS.SIZE AS ° /POST(14 CAUGE) 6 < (TYP) MOUNTED BACK TO SPECIFIED ON PLANS OY SEE PLANS FOR LOCATIONS BACK ON POST /-09810 2.2 FOR FASTEN POST TO SLEEVE WITH 9le'CORNER BOLT C C \\\FFF SIGN SIZES .(A325) I Yi"ABOVE FINISH GRACE. INSERT BOLT t Ln FINISH GRADE �• ° / NSERT DRrvE RPNET MOIDOPPOSffE SIDED IMPACT. Q C I� 10 C Cu I 4' C Y CI 00 D`Cu 2'MIN. 2 A"%30"12 GAUGE NON-PREFORATED W CV E SQUARE TUBE SIGN POST SLEEVE(TELSPAR Z (>` 2 :..T QUIK PUNCH'OR APPROVED EQUAL) N C7 INSTALL GALVANIZED MIN. _ o -5 m �A GRATE OVER ENTIRE 29" ✓'' OT ) 2•PR60RATID 3 FLOW-THRU SDU4RE TUBE POST ALL SLEEVES AND SIGN (TYP) (1EL6PM OR POSfS SHALL BE INSTALLED Izz APPROVED EOMAL) )' PLUMB. INSERT SIGN POST 18"INTO SLEEVE,n3.00' : M-4000 CONCRETE ANCHORU TOP OF CURB LINE 4.TYP • BOTTOM OF CURB UNE SIGN POST FOUNDATION DETAILATTACH SIGNS TO POST WITH �§ DRIVE RIVETS (MIN. 2 PER SIGN)SECTION 'A' STREET MARKER SIGN REGULATORY SIGN DO V) 4 CURB FLOW-THRU 5 SIGN MTALLATION CDSheet No. 5C CD C-5 SCALE NONE C-5 SCALE: NONE C-c VVV i of 5 Copyright ®2005 HKM Engineering Inc., All Rights Reserved. Northside Planned Unit Develont a�. montana avenue partirippme Ic A2-Area Calculation Plan NORTH ROUSE AVENUE ' k Comma-Q • — — — — — — — — — — — — — Architecture,Inc. 109 North Rouse Avenue \ \ No.1 \ Bozeman•MT 59715 —.—.—.—.—.—.— _ \ (406)585.1112 fax 585.5518 concepls@oommaq.mm PxaNrm ! SETa1ac sPUE 1 ��' r 1 ' S PARKING SUMMARY " BUILDING 2 / { .,,.•- I \\ Tmplm•n ftwavlol—, .� m1YE•� f° AROa � •{ 1 •'L •� I \ Tl�wapaxlPn•lepm 6Cl�SPNP p PAMW-1 SPAM PS m looP•My=SC FT • •\ 1 \ wllOp Pd1V•e� MA MxLneTUID ld • p .i! • I -. \\ Ii1�•V®•rdP.ltVggd»V PwHdb Ipm� • sPxaoo•lsa svAcPs 1 { { { ao \ x®dnW.P�(�mlmmsconemp ppoexo•i mwo• zms°uv�r Twk°n 1 { 1�� ,/• Exmr aaaoon \ P.+ta ql..��,c a•�•ael r®lem wcesr zm•m•IMMIAlErgT 11.. PRanro -- p ftI$ dopYpnw**,:1BD e•Tammoawo ` woae:nle a rlpm NAD SETaIO( 1SBLIp60.7911 ORICE SPACEPMgND.15SQUAMAn) ll r �•T.170,•I�n�nunSRmb� SCUNIEPEET ./\ Z �•/R SP/Cf9 I - I — idtl P••xaoxl.Pdfip�dPd•G•ISM 0 1• { PM { L.MSCARxa IBUILDING3 I TWl� mtbxv P.AJd•1 tYSC.R. 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I t P NGWT �gp p.mmmo.C.2ma .rdrmaays.w.ab.ma.rp•rox� @$@g `oEf / TMPnVq•PxP01CPP+m•4a mw W 'a.. 1 / I I / I I _ BUILDING t d �'�• — —— = —I— — — —— BUILDING aR swgvue°c.lswa�ms — — — — — ——— — • So so BUILDING 4a 015 SPA= USE)PaCEPAMMa ESE II,/mbOUIE oNrawL yuulusq sPMEPNaaIC�1 u.�m•�•epm SaWER�T // — — 6 ouxawLSPP�vNawcmoslsvNfpepma - I �•unsPptTs R R. 1 I I �• / U 1 I I I I Exme/c Twrs NDU PBU1°Np150.R. 1 I n zm L ss OEAFFM YAW —— —— —— —— I I NORTH MONTANA AVENUE n:alsrl�iPNaznsPN>�7 '�f E �mW 3 � I / z N �rom ODD Elm —— —— —— —— 09/2W5 05ECT 0. 05-m • —— —— —— / DRA Q BY. Area n Northside P•U•D• Area Calculations Plan �2 r=2o1-0- Northside Planned Unit Development e •(] montana avenue partners, Ic ^ J Ir -- -- - --�—-- ca I �141 III a III I ! 10 tl9{9�$&l36fy�$tl I r�!• . r' .ir f. cry I\ i v \ ���,� oil- FE +�` _y--. 'R` �,` `3�r'3. � :�f•, �.f y//,/{r:��fr s;/,/.;1 $ � I fir/ a t V wear uar I R� l�'ri ,•"� "%// r// / -APOLA VN D y-� � fir/ — � � of �.� '•\\\_ 1) �. 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TEM �� roCAPRYDOtlI WExxlr 109 North Rouse Avenue /Y\. F&C''OUEOCONOWESENCHTOP No.1 vDeFYCOKNECTIVIroSLAVORTS Bozeman,MT 59715 IF BOARD FORMED CONCRETE-ALL IFOCORWATMMMSa6N SI6POR19 (408)585.1112 xYtorau�TeEu fax58 F- -1 F � o-wmE concepts®oommoommaq.com BASTEO(N OWAINER b WASIECONTAP✓ER CONTArhN N PROMME STEEL. 1 1- f,OE VO O O O ACCESS OD1W-0 APOe1RTlla N Detail 9 Detail n Container Enclosure Outdoor Bench ~9`°Aa°a'` 1/4"-1'-0" 1/4"=1'-0" `_ 1/4"-1'-0" 1/2"=1'-0" a.„A.ne mMe® A•4 A� A•4 Ad Im eau ReE lAm Tm memcTlJl NIi'e® woemierm o. Mean wolle.•r IiNA®m aAllw wrmeaue a rwam revue Z O RECYCLED CONCRETE BENCH TOP V IFO WRRKdTEDSTEELSENCH D srm FRAmE P0WDERCMTED SLIIWORTS 89D MOONCAETE SIAOTYe RELTTDED FILL . COTIXOMTED STEEL POLL Cn M STEEL WI1 SNNO 6e STEEL POSTS W/IHffS b O Z Z MCARRYDO0NwEaff O m CONC.PIER FOUNDATION 01 r O "10,111 L ty VERY LOCKMAND 01 Q O LATCH SYSTEM Sd - N OWICRETEP66 Z UU ? REN$ION DATE Detail ,a Detail 5 Container Enclosure 2 Outdoor Bench A 4 1/4"=1'-0" 1/4"=1'-0" A 4 1/4"=1'-0" ^' 1/2"=1'-0" RAMMMLE"MED°°E f'f== cycle ! a o �n APPROACH SOLIM T SPRDIG EPDXY �W r 'MS CIxN73lE Dim .. AA Ira � C e M1 H 14 O t5 Detail Detail n Container Enclosure Elev n Spring Coil Bike Rack A4 114"=1'-0" A-0 1/4"=1'-0" A° 1/4"=1'-0" 1/2"=1a-0" IRACXPOwOEACOATEDSTt$zOEFP CL x!TAu IIbET To Eaa4N T;191 wl ra L r a O' _ c'mF O Nm m Z O Elm DATE 09/22/05 05�03 V. • DRAM ar: Architectural site Details 15 Detail 12 Detail Container Enclosure Elev 4 Detail A-0 1/2"=1'-0" A' 1/2"=1'-0" 1/2'=1'-0" A 4 1/2•=1'-0" Northside Planned Unit Develoent A f A2-�1 montana avenue partnerspm, Ic 1 A5-Site Perimeter Elevations ,- Comma-Q Architecture,Inc. �Illf� 1f iC "'�i� {� r+• ti l ►7�" � �I �� h� h1 109 NOM Rouse Avenue f'4+S'��_ .�'._b °f1�—. s. -.PUT C Bozeman,MT 597s y re:ses.ss,e ooncepts@aommaq.00m NORMM APAAve. PEDEV11WI. euawoa . rosn RENOVATION M 00HRM M PAAOEYWGEO3PE5 n South Elevation (from Oak Street) c xRat/sEAVE. RAbID Wnsf/PEB® OF �N AS 1"=20'-0" .Ra.1EDn�E TNe ouwo a for Nreom Tor aru n�u�rm oxmnvr nEP® IIIAI M EDIED R10®•L err MA rr>arem Roee.1 IYTNID n oaEwo roReTEe a swam Aeae Z O r U ATM t F— a Y O L O n 11 oANsmEET RAKED IANOSCAGE OEO EM9ANO SPPoITE aA6®IAxOSUPERED 14OHINSIO:`OM EEXXb•1°M C 0 MU"°"M °I D'°'�°"A'M"T° "°" """A"A" �" East Elevation from Rouse Ave. ° TPEE9 pTPI oBMGU a,E P.uD. WWTREEsaE\VO BIMW°: Z A-5 1•=20'-0" REVISION DATE • NOTE: 1JL�.� �:..�di. K�� ,.,N ...v':,�.,K.� .4.. {l.��d'.�.� - O O 7,''y'Y� PONmeNLEIM BUESIR E"AT Or — ._-_�`-_ M' " BEEN COI�IEIED.euEDPq EIEVATION9 _ _ ARE TEPOMnEPERENLE NERffMO CMK N Gg _ PAIAGESIMI WNEefW ro71ENORfItSDE PAA.OEspN OJD9lE3 � BIYDW2-REN0VATM oNcuaro E)35WTONM 7aet NOn1®EP.UA.OESNilOm9PEs Tj m d 9 x ROIRE AYE unLm o. North Elevation a A 5 1'=20'-0' J ^' J C0� C a�C $ 6 aye,•`� � m m W >C 11111111111111111111 tllllllllllllll E: ll 11 lllllllllllllllllllllllltlllll 11 O m may; 11111111/11111111111 I111111111111111111111111 tl llll llll11lllltllll11 I1111 N� 13509�.'�-,, 1111111111111111111111111111111111111111111111111111111It 111/I11111111111 z m fom 7 1 1 1 1 1 1 1 - S ohm I MM 09rzM PROJECT r. os � oRAvvtE BY: ,o E 1/oR11EaFelmr 9iDOGE-RENOVATgIro 10AdRs1tEk1TRff5(ITP) Site OORIFUM 0111� 6 PA E evatiorg LB,MD�Mim-N,E- wonsl•amlaT°mraalro IEE96N O/latE6 eet sfiM m7naxp=oMM° n West Elevation (from N. Montana Ave.) _ r=2o'-0• Northside Planned unit Development AL. Z montana avenue partners, it Lone Mountain Gymnastics Concept Elevations U Ci z Q I-- • L z Q GUST. DOWN z w SPOUT Q N � w O (N) (N) (N) lN) 2-1/2" X 1/8" PRE-PAINTED ALUM. STORE RAIN GSUTTER EXISTING CRANE m CORRUGATED METAL SIDINGS FRONT TYP. BEAM EO � ' III { Ill 1 i � i t l + i ► � I ' ( I I I+ III It � IIIIIt I , II IiI' Ii I I ' ' ' 1I 1� 1I 1 1 j ! II , 4 tj II I 1 I { I l .d 4 ONE MO TAIN I to LLI7) ELI M W O a 3 w a a o I ` �• g� g CUSTOM DOWN SPOUT ALUM. STORE NEW SIDING TO STD BRICK EAST ELEVATION FRONT TYP. MATCH EXISTING STACK BOND c � o a � g EXISTING CRANE o NEW SIDINGS TO EX15TING CRANE NEW SIDINGS TO e BEAM I , MATCH EXISTING BEAM MATCH EXISTING r� r . - - -3 - --- _-. ___- - � i II I �I:',;. , h�I:I ;; i..l � ;I. ��:I +��' _ _ -- == - _ --_ , I ..,� I.,� ,I I �III 'I��� �.�:� '�'' I ►�� (E) DOOR REMOVED CUSTOM DOWN ALUM. STORE FRONT-1CUSTOM DOWN (E) DOOR REMOVED CUSTOM DOWN BI-FOLD HANGAR DOOR CUSTOM DOWN SPOUT SPOUT SPOUT SPOUT • NORTH ELEVATION-PERM. WALL NORTH ELEVATION-BI-FOLD DOOR RENDERED (S sY.e1/itlltiiW► > �/tdLt1Q ELEVATIONS A3.03] Northside Planned Unit Development A2. 3 montana avenue partners, Ic d 0 Dn � � r d) Q EXISTING CRANE ALUM. STORE FRONT CUSTOM RAIN GUTTER Z u1 w Q N W O :3 7 I I ► I I ' + I ! i t l I I I I I II" , II I , " I I t " 1 ' I I I i' ► 'I ' 1 + 1 I I III ,J I 1 III ' I 111 IjI 1 7 I I I ' O W Z -:3 ' � f I ` I + � I lit • ' I I I . ► I ; I +a I � r ► I ► ! + ' 1 : , I I 1 I I I I 11111 ' I ' I ill I = ' + 1 : � I1 , I I t � O O —j ONE MOUNTAIN MENiI { ` - U NIo ' LLIIr W I o o Z o -1 CUSTOM DOWN SPOUT CUSTOM DOWN SPOUT PAINTED LOGO CUSTOM DOWN SPOUT W1 INTEGRATED SIGNAGE ON SIDING W1 INTEGRATED SIGNAGE c WEST ELEVATION m d f>Irau�,ne'-,Iwo g ALUM. STORE FRONT CUSTOM DOWN SPOUT PAINTED CUSTOM DOUJN SPOUT W1 INTEGRATED SIGNAGE LOGO ON W1 INTEGRATED SIGNAGE SIDING RNEW 8-10—OS SOUTN ELEVATION RENDERED � f)CALE1/Itlti11w" ELEVATIONS A3.04 Northside Planned Unit Development AZ.�1 A 14 montana avenue partners, Ic A6-Viewsheds Comma-Q 0 Architecture,Inc. O- 1O9Nar1hROMAVWW NO., Bazvr.MT 50715 (406 515.1112 rex f5955.55,e t ��ter � state Y°y edgerf.B.ri ntains ..w..o•w aoco w ew.rt a s'a beyond owao m.»o new view into site from 1-90 / futur and existin r x sp b'buildi /� 0 e office ace _ F- y `. _ ! y t f views into site and of view out of site to pea- r k_� — " �!-�� f facade building U cannery buildin ��` -"� — 1C �� t_ = f�u e&bll� CL M O / ce s" U. �_. �I A r view from Oak DATE Street travelling east ofl4xisting ', �j�� ��c`' • buildings facade ti��� �a� �—' 7;• ! Mountg ns - +� qdw,, R r view out of site to e01t l 4 r� o t- I adjacent industrial land uaIrr 1, C u ry ( bull' g en 'to Rou O 6'b stirs future reta jac — e Space pull existing _ building bac { Q a dp 1/ ♦ ` ./ f m corn i �I view out of site to MDOT Dial and fairgrounds -,r ak� ree}L F /j a d f woo nom U vie into site from CD -0 F intersection of Oak and note: v, arm Rouse because the nature of the project is re-use N o „ of existing structures,site development will not dramatically alter existine viewsheds. ; Landscaping will be the primary element 0 E m in altering view corridors and screening z m' undesirable elements t MM RMSECT.. 05-M DRA"BY. • V Northside Viewsheds k,tj N.T.S. A Northside Planned Unit Developmelnt A2. 5 montana avenue partners, Ic -- awl m "1 �O'� •i !'vie•�"J 5�7ec�� vom �•� mil' • •: ���`� Ellq`��tC POLE MOUNTED LUMINAIRE(TWIN HEAD) Nil Wa— POLE MOUNTED LUMINAJRE(SINGLE HEAD) LIGHTING 0 AN FOOT CANDLES PAR !; MOMC`�! '�`c•coo EL �� �� 1 \r;.• �, h"S-i\`Ily�`\S•�� \ i\`�\:�1"� ` -�� 1 u 1 1 • • � ! 1�.�!1► oJ MIA ` IN .. c `\\ i:cis ! . • . • • . . . • •. . . . ON. . i;G ♦ /;:r x o � ��`��-y�\` i INOR,� TIP •I lx �i1 VINKE b g WIN � 5Fa1�1� - FoTg!®r-.. "On PP._� y T „ ARCHITFCTS F\GI\F FRS • • Al-Building Demo Plan I I S v�� I r————————-——--—— �%/ ----- --=a -----_--- / �� �' —� BUILDING 2 ti • __��__ Comma-Q _ Architecture,Inc. ' 1 098 No. I 59775 b i f01'5"S 1112 y 85.5518 00 F, ] j Jill of OOSRO CRAW AY t NO SRM AND TNER STR.CAJ;E E "O l ♦ ,...� 'fir tAAOO TO Isar+ 1 t I wT OO,vEIE RrarN TO NOSE(DAETE RMX to R9VM N rnR y, } - , FMBDS ffrp.D FOCTLRE 6 B I wilding 2eart elevators building 35out elevation r sTR,cME ro rETwANN l — FMOVE 8te-0RFDESw NO SS FACE aFrVIATSVL RtTRAOE TOAaTa Ant -- ----- t// no ouwo s for f APPF==00 SCIWE FEET CF? , N:ACES as vo tAFOSCAFE ,/ le OEMCF a Purim TO�tiAE1R:a / m I (RL RTRH SD THAT FA RE 6 I/ / asttnID w tDW'-0 i RLrd1 wi twDt WALL ro RBAN! L I tzd .Td ( O xre.rowFE FEIET i I E D L o Cw- / jaam roo R.. I r /, / rav m•v d 0•ao w° aL wtsr > z O GRACE S�UEU a REMADE TO MATCH AM AD building Lnorth eltlon building Melt elevation U !Y N eva M SOUARE F°OT MUM FODTPRAT I I G C O AREAS TO BE DEMOLISHED OUTLINED IN RED FiEVISION OATS 1 1 I I I z I CEMO"HM I I > ISHED BUILDING _ I w I I t RO"MADE AU SJWACES APPRD 4ATFSSM �roTO I I w ,'g `�• Z e I euDMf A�RIEPPMT FOR FUME ft1A5%tmc" > �� I �BY RAGAMMISCVtl81BE YATBVU{3 AS I I MER O { Q 1 L NEATLY N STE E AN1'MAKL NATBWS N A ( `+3`^ "`' j I z m 1 I U r�ROADS AM E�rt9lsrroE ro �ba - 1 , F I ..Y8i-Y A11 aBcaAOE NO ABOVe.C;iAIE IlR71Y I , C04MA 1S FROR To ANT ODAOUT N o I a rEMEW Sri SCOPE OF OB+aurcN YAM owes I :Z 1 BUILDING 4b PAM TO srARTM I - - I �TF� FTiNE smcTtFE TD NEWW 6 M OWNO ENTRYA]PF PCM3 FROu AONL81f °U� n �y 100 I I OF OFAmol SC0�6.W YN OR1 SMUTS FOR ALL%OIDAAR TRAVEL OIAMO OBAniONcr ,y; O` I T.VERIFY AMO3ATE FOUOATOT SFFORT W6@ I Z I I CDAW OT 000M ADJAClW TO Eloi'IM STF&CfVES---- pp I I-------------- To ralw I w 9 I I shedrau 'on - � I ;•i ,^ k V I I I I 1 a O � m I I n 1237 North Rouse Ave. Nino A-lA T-w-T I - 06 I I I north I I ~ I CIO m m 23E ' I I l a 4 1 I O c PR €JE 1OWN0 STEM MAW STRtL I g_S OulsCE of O%W"soor�s-OF 1 I B L ING I O,edw�deYannn GATE. Ettsrta git$NO NOP)FRAIE a PROJECrO. • srRUCture ro iElWl OffSE taaurw ff waR. DRAM Or. ` 1 She dear-up OAK STREET Mw®m TO NO3 Northside Planned Unit Development A2.8 montana avenue partners, Ic A— S89*52'41'W • C0 31.16' CALWrW N89'44MW J2395' .3 Posinm PRELIMINARY ............... 102.69' —N89-35-32'E— -32395',—,i-4-S- PLAT OF S k'i AUXILARY BUILDING EASEMENT PUBLIC COMMON SPACE /BUILDING No. M 2 F.F.E.=4754.33 S89"351 4z;J"I ­ ­.%, 1�.\- I I - S83*46*22"E S89'35'25"W NOR THSIDE MINOR SUBDIVISION -------------- 4&1-S 16.r2'- 107.45' LOT 0 k-11..........—­ 7.46B.75 SO.FT. "AnBUILDING NO. 2 F.F.E.=4754.41 P.O.B. A TRACT OF LAND BEING BLOCK I AND PORTIONS OF (VARIES) VACATED OAK STREET & MONTANA AVENUE & VACATED ALLEY IN THE IMES ADDITION, LOCATED IN THE SOUTHWEST o LOT 2 9.407.33 SOFT. ONE—QUARTER OF SECTION 6, T2S, R6E, P.M.M. GALLATIN �j-59'20-W COUNTY, MONTANA 5E FOR: MONTANA AVENUE PARTNERS, LLC TO CREATE 5 TRACTS OF LAND .......... % ...... 41 D COUNTY TREASURER - ----------------------- CERTIFICATE OF DEDICATION CERTIFICATE OF —N89 Northside Minor Subdivision (Northside Plonned Unit Development P.U.D.), s % tr does hereby certify that they have caused to 1. Treasurer of Gallatin County,Montano.do hereby .95.68 be surveyed.subdivided and platted into lots.allowing certify,pursuant to Section 76-3-611(1)(b)M.C.A.,that the accompanying ------- r",11 blocks,roads and parks.as shown a,the acc mpanying plot hereunto anne,ed.the plot has been duly ermined and that all real property taxes and special described t,..t of land in Gallatin—nI, ont.n..1.-i.: assessments assessed and levied on the land to be subdivided have been paid. It. COMMON SPACt TRACT Z "Z.l.nortmiaorsapahe Sou thwest ne;q..t,ler of Section 6,T2S,R6E,P.M. Gallatin County.------------------------------------- rl describes Dated this---day of-------2005 Mon 'ticula Y a as follows: 5�B4 SO.FT. I S89-2601�w 29.99' The Point of beginning(P.O.B.)being the calculated cA corner of the southwest Y.come,of CahoonTreasurer o� County Section 6.T2S,R'E.P.M.M., Gallatin County.Montano.thence S89'52'42*W..distance.00f,341.16' Af. on long.tic line to the Northeast comer of the P.U.D..thence SOO'S4'23'W.a diet 32.39' ------ J0.00* to the So theo:,t corner of said P.U.D..thence S89'2Oo34'W,no'clistance of.293.88*to the 41 ark and Recorder of Gallatin Count�.Montano, ----------- RTIFICATE 2 South-stucom of so P.U.D..thence NOO'52*27'E. disto of 6 thence S89*26*01'W.a th distance of 29.99'.thence NOO'55'39'E.a distance of 148.79'to the Northwest comer of said ENT 84.9 do ;TiTiy h.0 a foregoing instrument was filed a,my EASEMoffice at--o'clock--M. this__day of_____A.D..2005.and 4 �:\ '•., ' -- I' P.U.O.. thence N89-JS'32"E.a distance of 323.95'to the Northeast co er of said P.U.D.,thence retarded n Book _ Olen °lie line to the said Point of r8eginning(P.O.B.), fii9 ecor ar. a a n County,Montana. parcel contain.3.024 ac a distance res.-­or loss. - ------------------------------ Document Number------by.-------- --- y, SUBJECT T AND TOGETHER WITH.oil utility­ement3 as shown on this plot,and subject to all 10 Clark and Recorder recorded and--rd,cl.......I..WATERLINE EASEMENT CONS NT OF RTGAG 7 Al We the undersigned martgagoes or encumbrance- Dated this day of........2005. do hereby join in and consent to the described plot. ----------------------------------------- V releasing our respective lions.claims or encumb ances ..... i as to any portion of said lands a,being cited in to ✓­4 PI 4 38'12 E c, dk:::; Stoll Dehlentlorl tor: Montana Avenue Partners streets,avenues.parks or other public areas which ore .1 S J"N edicot!d to the City of Bozeman for the public use 7 % and en n.64 .11 1 joyme L % D 4 rG� ------------- --TWT-E -------- ---------------------------- VIII LP STATE OF MONTANA Doted this--day of F. 4 6.26 COUNTY OF GALLATIN t On this---day of-----In the year 2005,before a No cry Public for the State of Montano,personally appeared Scott Dehle,do,(,known to me to b e as President State of Mariana of Mariana Avenue Partner,.LLC,,Mariana Corporation,and the I,,,*"*has,no-*1, County*1 G,ft,IIn > > subscribed to the attached Instrument and acknowledged, that they e,ecuted the some. for < an to < d on behalf of sold Corporation.In witness hereof.I hove hereunto set my hand and offl,ed This instrument was acknowledged before me on-----------20--by my offIclal seal the day and yea,In this certificate first above written. -----------------as trustee of v, C", Subscribed and S,o­to before me this day of 2005 Z M-1 ------------- Nji-cr­y Publ ic far theState of Montano %% �D ----------- P my commission e,pi,es 20-- t' Notary Public 1°r the Stale of Monlan° Residing a --------------Montano M o ii 14, . A 4 v, my commission­pkes------------2 0! Residing at ----------------Montana ----------------- 0 --CA-FE--- 00 iIII State of Montano k1Q1:9 DO, County of Gallatin ------------- CERTIFICATE OF SURVEYOR V WDE NO ACCE I This instrument was acknowledged before me on 20__by 1.James M.Goebel,Professional Land Surveyor No.14531 I.S.do hereby certify that as Av\ "... i -STRIP between July 2005 and 2005,1 surveyed the Northside Minor Subdivision and of Montano Avenue Partners 1. S8915 R jr, a , platted the some as shown an the accompanying plot and as described.in accordance LOT 4 with the Montano Subdivision and Plotting Act,Sections 76-3-101 through 76-3-625 tit 20.00"T.0 11 ! 1k I "I 2g.90- M.C.A.,and the Bozeman Area Subdivision Regulations. 7y,-F�J--for-- a- -A;;- Z 19,037.34 SOFT. L, My COMM1551o,e,pires 20-- Residing at Montano Dated this day 2005 .­nz ------------/------ j 1 29., i7jFa lic t�';'TUTt j Montana 2. V pl=; James M.Goebel NOTES: Montano Registration No.14531 LS 1. A general utility easement Is granted In, under and acrossclhe common space is he Polatt'ad lots,for constr, Ion of telephone. tract of this subdivision.ou Ids of t E I'•r .,(•,1� •i` I/ I electric power,gas,cable television,water or sewer service to each lot. r 'r-• CERTIFICATE OF EXCLUSION FROM MONTANA 2. Access from the individual lots to adjoining dedicated city streets Is prevented by the one foot no-access along N.Rouse Avenue and Oak Street.89, 'E� DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW P 1,14 J % . 3. to t re. of strip I/--4- 1 1 1 — • The Northside Minor subdivision,Gallatin County.Montano.is within the City of Bozeman. Due he p conce high groundwater table within he oreoof the subdivision.It 1 1 is not recommended that full basements be constructed without first consulting a Montano.a first-closs municipality.and within the planning area of the Bozeman 2020 Co ty I M.0 I.., n engineer. -1-60 A P' easement ----------- ---1'\-- --------- A 8 U I LDI N G b5l0t 3 ommuni Plan,a growth policy adopted pursuant to Section 76 and can 1. No-1,01d at over entire common space tract with the e,ception of the F.F.E.=4755.30 J I Th refore.under the provisions of Section 76-4-125(2)(d)M.C.A.. this subdivision is excluded from the requirement for Montano Deportment of Environmental Duality Review. t I 'a a; ... .......... .......... ......... . ........ ...... ------ . ........ Dated this day of--------2DO5 BASIS OF BEARING be provided with adequate storm water drainage and adequate municipal facilities. j s public common space building easement.as noted. LO 3 8.9T4 8.15 SOYT By CPS observation. City of Bozeman.Montano SURVEY MONUMENT NOTE a cant services STA 4064.89 9* ------ Not all monuments may be set at the lima of the Jilin g of this plot the to ground disturbances by contractors installing improvements to 49acYL -293.8BL- _11�4........ 29.19! the,,sbdivsiw.All monuments will be set within 240 days of the filing .N5yW ..................... OF IMPROVEMENTS of plot.as par ARM 8.94.3001(1)(d). ............................ ............... ........ ..... PUBLIC ACCESS F COMPLETION EASEME T We.Montano Avenue Partners.U.C.President.Scott Dehlandorf.and 1.Brandon Sirnek,a CERTIFICATE a V WIDE NO-ACCESS ............... (TYPICAL) registered professional engineer licensed to practice in the State of Montano,do hereby ce,tif Y that the following improvements, a condition of approval of the e BIRCH Northside Minor Subdivision have been installed in conformance with the op approve. SITE STATISTIC pr- plans and specifications: Sanitary sewer Mains and Services,Water Maine and Services.Street Number of lots= 5 r .0, STREET P, e!Z oent5.and storm drainage Improvements on oil streets and within the Public Area of Lots-1.0477 ACRES n v IP`qrklands. Common Area/Private Streets 1.9939 Total Arco 3.0238 The subdivider hereby warrants against defects in these Improvements for a period of 9 112 R. ... one ,from the date of City acceptance. The subdivider grants possession of all pm,r? 41--—-—-—-—- tl st-1) nf.as"ctu,e Improvements to the City of Bozeman,and the Cit hereby accepts possession of all public infrastructure improvements.subject to the boy Ind n' • a Indicated warranty. ---------------------------- —------------------------------------ tt Doted this day 2005 True North as observed with CORNER MONUMENT LEGEND SYMBOL LEGEND BASIS OF HEARING L I., EIRG/DIST - FOUND OR SET THIS SURVEY UNDERGROUND TELEPHONE LINE J V441 o CPS. T1,-.1 "4 BRGIVIST PREWOUS RECORD(from deeds a survey) 11. \1", M . Owner 1c UNDERGROUND NATURAL GAS LINE J PROJECT REBAR&PLASTIC CAP OR PK NAIL&WASHER SURVEYOR'S NOTES: Engineer SET THIS SURVEY: MARKED'HKM ENG.14531 LS" Fie FIBER OPTIC LINE 1)10'wide water main easement described I, LOCATI Doted this day 2005 OVERHEAD ELECTRIC LINE Book 14.Page 339..ta.d.from the east b...d.,y REBARAND PLASTIC CAP.FOUND: of Black I to the­th boundary of-,.led Oak I MARKED1239OLS' SANITARY SEWER LINE Street'Ordinance#761. N— REBAR&PLASTIC CAP.FOUND: WATER LINE 2)Vertical Datum NAV088 as determined from MDT CERTIFICATE OF PUBLIC SERVICE PRELIMINARY PLAT OF THE MARKED*ANDERSON 1225ILS' control. Director of Public Service,City of HKM Engineering Inc. i I Boz on.Mo NORTHSIDE PLANNED UNIT DEVELOPMENT tono.do hereby certify that the accompanying 601 N it E plot has been duly examined and has found th:dedication to conform t WATER VALVE to the BOZEMAN GALLATIN COUNTY, MONTANA REBAR(OR AS NOTED).FOUND: Wes Dr. ec FIRE HYDRANT a..approve,It.and hereby accept h dic.ti.n to the e 4 . ....... City of Bozeman for the public use of any and all lands shown on 2' MDT BRASS CAP IN CAST IRON MONUMENT the plot as being dedicated to such use. AM Bozeman,MT 59715 TELEPHONE PEDESTAL MANHOLE CLIENT:NORTHSIDE PLANNED UNIT DEVELOPMENT DATE:SEP 2005 • (406)586- BOX: FOUND Doted this---day of---------2005 -8834 SANITARY SEWER LOCATION: SECTION 6, T2S,R2E,P.M.M. ENGINEERING. — FAX(406)586-1730 LIGHT POLE 30 0 30 60 VICINITY MAP DRAWN BY:RDH I SCALE:1--30' 1 PLAT NO. a Director of Public Service POWER/UTIUTY POLE FR��O stole feet (NOT TO SCALE) Copyright 0 2004 HKM Engineering Inc..All Rights Reserved. RTHSIDE PRE PLAT.dwg I SHEET: 1 OF 1 • • • • b b 0 �: f x w • � � Appendix 3 Development Schedule Northside Planned Unit Developm m u elnt A3.1 ontana avenue partners, Ic ID Task Name Duration Start Finish 2005 12006 Jan I Feb Mar Apr Mav Jun Jul Auq Se Oct Nov Dec Jan Feb Mar A r I May Jun I Jul Au-q--T—Sep Oct Nov Dec 1 P.U.D.Timeline 239 days Sun 2/6/05" Thu 1/5/06 2 ✓ concept PUD 5 wks Sun 2/6/05 Fri 3/11/05 O 3 preliminary PUD 8 wks Fri 9/30/05 Thu 11/24/05 4 final PUD - - 6 wks Fri 11/25/05 Thu 1/5106 6 I Construction 330 days Mon 9/12/05 Fri 12/15/06 7 utility construction 8.6 wks Mon 3/6/06• Wed 5/3/06 _ 0i 8 common space construction 1 50 days Mon 3/13/06: Fri 5/19/06 a 9 common space construction II 50 days Mon 5/22/06 Fri 7/28/06 10 building 1-cta architects 6.17 mons Mon 4/3/06 Fri 12/15/06 11 building 2 5 mons Wed 2/1/06' Tue8/29/06 12 building 3 5 mons Wed 2/1/06 Tue 8/29/06 13 ® building 4-lone mountain gymnastics PHASE 1 80 days Mon 9/12/05 Fri 12/30/05 14 ® � building 4-lone mountain gymnastics PHASE 56 days Mon 1/16/06 Mon 4/3/06 3 I I • Northside Planned Unit Development A3.3 montana avenue partners, Ic • • • b b a x A • Appendix 4 Resumes Northside Planned Unit Development A4.montana avenue partners, Ic . Linda Iverson Landscape Design Linda Iverson Landscape Design History 1980 Graduated from Montana State University with a degree in Horticulture and Landscape Design `80294 Employed at Blake Nursery in Big Timber as nursery manager,landscape foreman and designer; seasonally herded sheep and worked on cattle ranch `93-97 President of the Montana Native Plant Society (MNPS) `97-present Chair of MNPS Landscape/Revegetation Statewide Committee `94-present Independent Landscape Designer Noteworthy Landscapes Native Landscapes Dunston Residence,Ken and Donna Dunston,Spring Creek Hills,Paradise Valley House Residence,Jim and Betty House,West of Four Corners,Bozeman Konigsberg Residence,Harvey and Marilyn Konigsberg,Southwest of Big Timber Van Dyke Residence,Lynne and Gary VanDyke, south of Emigrant Unique Gardens and Hardscape Klos Residence,Jim and Jane K.los,Eagle Rock Reserve, south of Bozeman Barber Residence,Craig and Deborah Barber,Cottonwood Canyon,south of Bozeman Page Residence,Linda Page,McAllister Dehlendorf Residence,Scott and Jackie Dehlendorf, Gardner Park,Bozeman Neighborhood Gardens Quammen Residence,414 So Third,Bozeman Ballantyne Residence and Rental, 524 So Black,Bozeman Charlesworth Thorne Residence, 601 South Tracy,Bozeman Moore Residence, 310 Harris,Big Timber Commercial Landscapes Viers and Associates Office,Park St,Livingston Livingston Federal Credit Union,Park and B St,Livingston 1006 West Main/Urgent Care Entry gardens, recipient of Bozeman Beautification Award '03 Yellowstone Traditions Main Office,East Frontage Rd,Bozeman Women of the Wild West-Entry courtyard,next to the Grand Hotel,Big Timber Bryan Dentistry,McLeod Street,Big Timber Special Gardens... Public Spaces Longfellow School Sculpture Garden,recipient of Bozeman Beautification Award `02 Sweet Grass .High School Memorial Sitting Circle,Big Timber Crazy Mountain Museum-Native Garden,Heirloom Garden,Lewis and Clark Garden,Big Timber Livingston Chamber of Commerce Waterwise Garden,Livingston Note: Personal references available upon request Contact Information 1270 Lower Sweet Grass Road Phone: 932 5840 Cell: 930 1682 Big Timber Montana 59011 Email: jliverson@mcn.net Northside Planned Unit Oevelopm�nt m n A4.3 4.ontana avenue partners, Ic A 1 • • • i I • • b b i Appendix 5 Quantity Calculations Northside Planned Unit DeveloTInt A5.montana avenue partners, Ic Northside - Planned Unit Development - Quantity Calculations Comma-Q Architecture,Inc Gross Site Area 131,551 sf PART I --Hardscape area in square %of gross site feet area Asphalt(drive ouside of property lines) 9,416 0.00 Asphalt(parking) 42,921 32.63% Concrete Sidewalks 20,111 15.29% Hardscape Total (not including drive outside of p.l.; 63,032 47.91% PART II--Softscape area in square %of gross site feet area Plantings-perennials,grasses,shrubs 19,571 14.88% Plantings-groundcovers 5,053 3.84% Lawn-grass mix varies 4,144 3.15% Crushed limestone or granite 936 0.71% Softscape Total 29,704 22.58% PART III --Parking Lot Landscaping * 20 square feet of parking required for each off street parking space provided Off-Street parking spaces 123 Parking Lot Landscaping Required 2,460 s.f. Parking Lot Landscaping Provided 4,961 s.f. Part IV-- Open Space * 20 performance points required for P.U.D. * 1 performance point awarded for each percent of gross project area that is non-public open space * "The area provided for open space shall be exclusive of yard setbacks on individually owned lots and interior parking lot landscaping,and subject to the performance standards of Chapter 18.50,BMC." 18.36.090.E.7.b BMC * 18.50.060,BMC reads;"Park land shall,at a minimum have frontage along at least 50%of its perimeter on public or private streets or roads." Area Required for Open Space 26,310 s.f. Area Proposed for Open Space 23,473 s.f. Point Calculation (provided open space/Site Area) 17.8 (1%= 1 point) Additional performance points required 2.2 (1%= 1 point) Cash-In-Lieu of Open Space will be provided for the 2.2 points not satisfied by the proposed plan. This equates to 2.2%of the pre-development appraisal of the site to be developed. Northside Planned Unit Developm m ent A5.3 ontana avenue partners, Ic Part V--Buildings Existing on-site building footprints 43,719 s.f. Existing building footprints to be demo'd 14,076 ss.. Proposed new building footprints 7,095 s.f. Overall reduction of building footprints 6,981 s.f. Footprint Gross Floor Area F.A.R. Building 1 5,910 12,000 0.09 Building 2 7,005 7,005 0.05 Building 3 6,858 10,858 0.08 Building 4 16,971 16,970 0.13 Total for all Buildings 36,744 46,833 0.36 Part VI --Landscape Point Calculations * 15 landscape points required for P.U.D.and calculated per 18.48.060 BMC B.l.a points for 50%or greater of drought tolerant species of hervaceous perennials,and grasses accepting maintenance by annual mowing and limited irrigation 3 B.1.c points for drought tolerant species for 75%or greater of trees and shrubs 5 B.1.d points for(3)mature existing trees to remain with a minimum 6"caliper,preserved by the proposed design of the site development. Trees have a minimum remaining life expectancy of 20 years and will be preserved during construction. 3 CA points for a building(s)located on the site so that 50%or more of the streeffa�ade of the building(s)is within a distance of 3 feet or less from the required front building line. 5 CA points for lot area covered by publicly accessible special pedestrian facilities and features such as plazas,courtyards,covered walkways,fountains,lakes,streams,seating areas,outdoor recreation facilities. 17%of the lot area is open space,points are awarded for each 1%of lot area covered with the above,up to 5 points max. 5 Total minimum landscape points satisfied by the proposed development 21 j Northside Planned Unit Developm nt 5.4 montana avenue partners,1lc R d 04 • - a b • � �: i • • s Appendix 6 Geotechnical Assessment Northside Planned Unit Develo m pmenontana avenue partners, Ict A6. Northside Subdivision Geotechnical Assessment This geotechnical assessment is based on nearby geotechnical boreholes that were conducted by HKM Engineering, Inc. and GMT Consultants. Findings The Northside Subdivision consists of an approximately 3-acre site located on the northwest corner of the Oak and Rouse Street intersection. A formal geotechnical investigation has not been conducted for this subdivision. Boring logs have been reviewed from geotechnical drilling along the Rouse Street corridor immediately adjacent to the subdivision project. Borings GMT- BH-5 and HKM-BH-8 were advanced on Rouse Street close to the northeast and southeast corners of the Northside project site, respectively. Based on the boring logs, the soil profile that . could be encountered at the project site may consist of approximately 5 to 6 feet of soft to stiff silty clay overlaying poorly graded gravel and/or sand with gravel, silt and clay. The poorly graded gravel and/or sand with gravel, silt and clay deposits extend to greater than 15 feet (the greatest depth drilled). Groundwater was encountered at depths of 12 feet and 6.6 feet in Borings GMT-BH-5 and HKM-BH-8, respectively, and is found in sandy silty gravel. Boring HKM—BH-8 was advanced on August 30, 2005 and is more representative of current ground water conditions at the site than Boring GMT-BH-5, which was advanced on July 24, 2002. The locations of the boreholes are shown in Figure 1. The results of the borings are attached with this assessment. Recommendations Dewatering of trenches should be anticipated if new underground water and sewer lines are installed. Additionally, the development of basements is discouraged without first consulting a professional engineer. Northside Planned Unit Developmnt A6.3 montana avenue partners,e Ic a • . 1 Northside Planned Unit Develo m nt A6.4 montana avenue partnefs,1lc r/1 _ t BOND ' STD B-4 (GMT-2002) DH-3 _ B-5 � , 994) ( T-2002) - .. ST BHJ T HKM 20 (H -1994) , w BASEBALL PARK O E J MIRER) St t - z NORTHS/DE SUBDIVISION LEGEND SW 114 SECrION a, r.2.5., A.a.E., P.M.M. BOREHOLE LOCATIONS GALLATIN COUNTY, MONTANA �M OIM��1IIMO � �N� HKM Er4neeting Inc. BOREHOLE L OCA TIONS McChesney Professiond Bldg. 601 ND*s Dr.,Suite 2 MAP Bozemon,MT 59715 (406158&WU no E 2w FIGURE 1 FAX(406)586-1730 EMEM w. r.. wre we 2m niO=w.06"Mim QWp%ht•100E HM Oltww"tw..M Epee.R-nrNd. Northside Planned Unit rt n pm1nt A6.5 montana avenue paa rtnee rs, Ic • Project No.:15MO51.348 LOG OF BOREHOLE BH=8 Sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Montana Department of Transportation HKM Engineering Inc: SITE PROJECT Rouse v Rouse Sreet Reconstruction SAMPLES TESTS to W Lb MATERIAL:DESCRIPTION °° z` w LL >z a W PL h I LL ADDITIONAL z ,n 3 w 0? w� REMARKS > 3 p m w¢ z� .w 0 a) O N VALUE O 6LOWSIFT O 1 0 w 40 m z z 3? a r 10 20 30 40 D 14"Crushed gravel(poorly graded gravel with .err sand(GP),slightly moist,brown) sy M s�- N h.- i.w 2 �. 1 4 2. 2. Fill,silty sand(SM),loose,moist,dark brown 2 sulk 1 13118 ❑ 7rl. 4 ; 22 Poorly graded gravel with sand(GP),medium •• 13 dense to loose,moist to saturated,brown t, s �. 2 6n B 6 33% ..: 8- 3 6 3 � 3 6118 •'�' 3 33% O 9. Boring terminated at 9.5' 10 Groundwater observed at 6.6'on 8/30/05 12 14 HKM Engineering Inc. STARTED 8/30105 FINISHED 8/30105 601 Nikles Drive DRILL CO. Hansen DRILL RIG CME 55 Bozeman, MT 59715 E N G I N E E R I N G Telephone: (406)586-8834 DRILLER Steve Hansen ASS'T DRILLER Automatic Fax: (406)586-1730 LOGGEDBY N.Peterson APPROVED BY G.Underhill Northside Planned Unit Develo m nt 6.6 montana avenue partners,1lc 0 GMICONSULTANTS,INC. SOIL BORING LOG GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS TESTING PROJECT NAME: Rouse Avenue Sewer 1151,w t oadway, Missoula, MT 59802 PROJECT LOCATION: Bozeman, Montana Phone: 406}341-2182 fax:(406)-643A220 PROJECT NUMBER: 020714-0073 PROJECT MANAGER: William W.Weikel, P.E. CLIENT: Mr. James Nickelson, P.E. DRILL TYPE: CME 55 Auger Morrison-Maierle, Inc. SAMPLE METHOD: Split Barrel Sampler ADDRESS: 901 Technology Blvd. DRILLER: WW, JB Bozeman, MT 59771 DATE: 7/24/02 BORING#:•B-5 Sta. 33+40 25' Rt. BORING LOCATION: See Plate 2 UNIFIED %MOISTURE DEPTH SAMPLE SPT- SAMPLE SOIL a GRAPHIC SOIL STRATA SOIL STRATA DESCRIPTION (FEET) COUNT RECOVERY CLASS WATER SOIL PROFILE DEPTH SYMBOL DEPTH ML-CL I/I/I/I/I/l/l/l 0.0'-3.5' ISILT/CLAY,with sand and gnavel, stiff, slightly moist, brown • I/I/I/I/I/I/I/I • 2 1/I/I/III/I/I/I X ' 16 - 3 X 12 70% I/I/I/I/I/Ill/I I x s uulnnnnn 4 1 ML-CL Ill/I/I/I/I/l/l 3.5'-5.5' ISILT/CLAY or anic medium stiff, moist III/I/I/I/I/I/I I black 5 X 3 Ill/Ill/I/I/I/I X 1 4 '50% 1I/1%I/I/I/I/Ill I 6 X 5 sc 24.8°� Ill/!/I/I/1/1/l 5.6-6.0' ;SAND clayey,organic, mottled,dark gray SPSM Wlij7>1MIT 6.0'-11.5 1 SAND gravelly with silt and cobbles dense llllllll�l%ll1_ Ito very dense slightly moist?brown: Wllil/il%UlII Ill%!I ,f�l/1• . 0 X 40 llll/{�Ulll,/l: X 38 10°0 1 lilllllllUllj Y1 X 25 1(// 12 SP-sM _ .%//I////!/(%/1, 11.5'-14.8'(SAND,gravelly with silt and cobbles, `Illll/I%Ill1%(, Ivery dense, saturated, brown 13 I llll(!/lllllll I 14 lIllli�lll�IU 15 4.5" 50 0% 71%lll�1/llh_ End of borin =14.8 feet 16 Groundwater encountered at 11.7 feet IMonitohnq Well Installed 17 18 19 1 i 20 21 Northside Planned Unit nu DevelopmeJnt A6.7 montana avenue partners, Ic Northside Planned Unit Development A6.8 montana avenue partners, Ilc • a b b a %. J • • ' Appendix 7 Stormwater Investigation Report Northside Planned Unit Development A7.�1 montana avenue partners, Ic 1 • Stormwater Investigation For Northside Planned Unit Development Prepared For: Montana Avenue Partners 1006 West Main Street Bozeman, MT 59715 • Prepared By: HKM Engineering Inc. 601 Nikles Dr., Ste. 2 Bozeman, MT 59715 September 2005 04S498.101 • • Table of Contents Page Purpose............................................................................................................................................ 1 ProjectOverview ............................................................................................................................ 1 Preliminary Conditions Summary................................................................................................... 1 Basisof Calculations....................................................................................................................... 1 StormwaterDetention..................................................................................................................... 1 Stonnwater Treatment and Release................................................................................................ 2 ConveyanceFacilities.....................................................................................................................2 Maintenance.................................................................................................................................... 5 Conclusion........................................:............................................................................................. 5 Tables Table 1 - Required Storage Volumes.............................................................................................. 2 Figures Figure1 ........................................................................................................................................... 3 Figure.2 ..........................................................................................................................................4 Appendices Appendix A -Detention SystemVolume Calculations • Appendix B - Conveyance Facility Calculations • -i- • 0 Northside—Stormwater Investigation September 2005 Purpose This engineer's report is intended to address the stormwater management system for the proposed Northside Planned Unit Development. This report will determine the recommended sizing of the stormwater detention basins and conveyance facilities within the development. This report was prepared in accordance with the design criteria set forth in the City of Bozeman's Design Standards and Specifications Policy. Proiect Overview The Northside Planned Unit Development is an approximately 3-acre mixed use(commercial and retail) development located in the southwest % of Section 6,T2S, R6E,bordered by Oak Street on the south, Rouse Avenue on the east, railroad tracks on the north, and North Montana Avenue on the west. Preliminary Conditions Summary The pre-development condition of the proposed 3.03-acre minor subdivision is vacant light manufacturing site(zoned M-1) with four existing structures on site. The current topography of the site can be generalized as flat with a consistent slope of approximately 0.70% from south to north. • The NRCS Soil Survey has identified two soil types on the property: CStr-aw-Loam(64B); and Tumer-Loarni(457A). From nearby test pits, it was determined that the soil horizon is typical of the Bozeman area with approximately 12" of topsoil underlain with a layer of silty-clay, followed by sandy gravel. The groundwater depth varied with a typical minimum depth to water being in the range of 6' to 12' below ground surface adjacent to the project site. Basis of Calculations The calculations and recommendations within this report are based on the regulations set forth in the City of Bozeman Design Standards and Specifications Policy. The Rational Method was used to determine the minimum required storage volume for the on-site, underground detention system. All calculations associated with the required storage volumes were based on a 10-year, 2-hour storm event. The conveyance facilities, described further in this report, are based on a 25-year, 2-hour storm event. Calculations are provided in Appendices A and B of this report. Stormwater Detention The site has been divided into two drainage sub-basins, sub-basins `B-1" and`13-2," for analysis. These sub-basins are depicted in Figure 1. A summary of the minimum required storage volume is shown below in Table 1. The proposed location for the underground stormwater detention facility is shown on Figure 2. • - 1 - Northside—Stormwater Investigation September 2005 • Table 1 Required Storage Volumes Basin Min. Required Storage Volume Pre-Developed Peak Runoff Rate cfs B-1 2382 0.52 B-2 258 0.23 Sub-basin`B-1"is 3.03 Acres in size and includes commercial/retail sites,pavement and landscaping areas. Development of the sub-basin will provide approximately 4 lots to be used for a mix of business space,retail space, and a coffee shop, and a fifth lot that will be common space composed of a parking lot and landscaping. Runoff from this sub-basin flows northeast and will be collected and stored in the underground detention facility. The anticipated minimum storage volume for this basin is 2,382 cf. under developed conditions. The pre-developed peak runoff rate was determined to be 0.52 cfs. Sub-basin`B-2"is 0.358 Acres in size and includes the improvements to North'Montana Avenue, sidewalks and landscaping. Runoff from this sub-basin flows north and will be collected and stored in the underground detention facility. The anticipated minimum storage volume for this basin is 258 cf. under developed conditions. The pre-developed peak runoff rate was determined to be 0.23 cfs. Stormwater Treatment and Release • The underground stormwater detention system has been designed for the removal of solids, silt, oils, grease, and other pollutants. The system has been sized to provide adequate volume and detention time to allow the settling of solids, silts and other contaminants. Stormwater will be released from the underground detention system at a rate equal to that of the 10-year pre-developed storm event. Release will be accomplished through a weir or flow control manhole equipped with an orifice outlet Conveyance Facilities Stormwater runoff from this site will be conveyed to stormwater retention ponds by means of curb and gutter, catch basins and storm main. All conveyance facilities on the site have been sized to handle the 25-year, 2-hour storm event as required in the City of Bozeman Design Standards and Specifications Policy. The storm sewer mains are shown graphically on Figure 2. Storm sewer main"L1" serves basins`B-1" and `B-2." This PVC storm main is comprised of 15" sections. Under proposed conditions, the main will flow at approximately 80% full during a 25-year, 2-hour storm event and will provide a scouring velocity of 2.40 fps. The rational -method and Manning's Equation were used to size the storm mains. A nomograph was used, with a HW/D ratio of 2:1, to determine adequate inlet capacity. All calculations can be found in the Appendix of this report. -2- J�l �T� naoo \ w 3'�414I.Y0 wave. wax.. — — /6UILDING N0. 1 , -- — — — — — — — — I / iFEN754M O I 'BUILDING N0. 2ri I \ ifE-475A11 �J n \ I �\ I Ir I I I \\ BAa MBO NDMMMM i I UILDING NO. 4 ifE-175M I "'v — >,� .,51 I 5 I I I BUILDING NO. 3 I I I iFE-a35.S0 -SOU' pl5e \ _ OAK STREET' — — — — — — I — — — — — — —p5 I a I 74 - - - - - - -� L — — — — — — I I I i NOR THS/DE SUBDIVISION SW 114 SECT/ON 6, T.2.5., R.O.E., P.M.M. ��w��Tur• � GALLATIN COUNTY, MONTANA -N- y "�+'od� S TORM WA TER PL AN eoi w•ol�,t�.s BA SINS imam 2W o �, FIGURE 1 MEE..d. a., "T- Luc 2M vRaoer Ra owoa.101 Ceppl�!9"M MW Fipin "kn—N Mots Romrty& \INST S O.7 DA/ \J ]ZALL 5-ABOVEGR/�EL IN NE-474-9 EL OUT SE-4748.49 .1 I / INSTALL 1DA0 4NSTALL ARE Is•D-JaT4 PVc RBI EL-473ZOS .tom STORY S-aI5X a10'BELOW ORAD a'S mil ' EL INE?4749.fJ — _ EL OUT Tb4749.OJ r UILDING N0. 1 , INSTALL 91.00 LF. - — — — — — — 1 9rsrALL Lao F. I irE-475E33 i sty S�0.155 STORM r D-Jox sTDIB1 s-a/sX BUILDING NO. 2 1 F�-4�41 INSTALL STD.M.N. 1 I —s INV.EL IN SE-4749.93 �, INSTALL 3&00 LF. 1_ I4 STOII INV.EL OUT NN-4749.5J 1 • VC S-0.501 YIN. J' J •/. ;T 95X I AT ElOS11NC • �• _ - SWALE INSTALL SQUARJ STORY \ TBC EL-475- 1.23 LKV.EI..OUT V.EL IN5 3751 RIM EL-475LOI 01 N 4751.25 (0.10'BELOW GRADE) _ 0N.EL IN E.4740.01 \ EL OUT VI-474B.91 1 .4 .�•'• 1 \ \\ NV.EE.qJT SE_{740.93 L •° I � INSTALL 24.00 is vc — TORM s-a9n I I \ I I � CONSTRUCT 27ILO SWALE.1.50'DEEP UILDING NO. 4 INSTALL ST I NT Y I SIDE SNIPES FfL-475929 I.E OF DF i IL-47SJ.9S F EONwE ay.a.ar N-4751.45 GUTTER.EACH END. I Q I T H L -1- 1 — II --I------- - I x I —f 035 I : � •� I � I I i I I I BUILDING NO. 3'... I I I Fir.-475B.J0 -- - 4156 \ _ OAK STREET 4J5� � I �EG TEL �� I I I — — — — _ F I/ — — — - - - - - - - —� L - - - - - - - - -� L — — — � J- I I Ie I I I NORTHS/DE SUBDIVISION SW 114 SECT/ON 6, T.2.3., R.B.E., P.M.M. GALLATIN COUNTY, MONTANA OINBfIBIMO -N- y '"� S TORM WA TER 601 NPdw Dr.sure 2 PL A N kme n=MrWI5 (41%)586MU no D no FIGURE 2 FAX(41%)586-I M A mod* t«t DATE ADO 2= PROAXT ft 045{woi C9pylht 0 no mm EBpY""bm..AB famt•R••o%" • • Northside—Stormwater Investigation September 2005 • Standard 36"square storm drain inlets and 48"storm drainage manholes (C.O.B Standard Drawing No. 02720-1 and 02720-1B,respectively) will be used to capture the stormwater runoff at the points specified on Figure 1. These catch basins are in conformance with City of Bozeman design standards and include a 9" sump for ease of maintenance. Maintenance The storm drainage system within the Northside Subdivision is defined as a private system. The private system,those facilities that do not lie within the publicly dedicated right-of-ways, will initially be maintained by the developer and then the Homeow is Association. ?^V%9Q -k5 6WV%4 , Due to sediment in the storm runoff and other variables, regular maintenance will be required by the Owner's Association to maintain proper performance of the storage and drainage network. The following steps are minimum requirements for the maintenance of the storm facilities. A) Inspection Program—On an annual basis,the following elements of the storm water facilities should be inspected for excessive sediment deposits: 1) Catch Basins 2) Curb Cut Openings 3) Storm Mains 4) Detention System B) Maintenance Program—The following maintenance measures should be completed based on the inspection program: 1) Catch Basin, & Curb Cut Openings—excessive sediments shall be removed either manually(with a shovel) or with a vacuum truck and flushed. 2) Storm Mains—Mains shall be flushed if necessary. 3) Detention System—An operations and maintenance manual will be provided upon installation of the underground detentions system. This O & M manual will provide specific details for the inspection and maintenance of the system. Conclusion This report establishes the projected stormwater flows, retention requirements and conveyance recommendations for the Northside Planned Unit Development. -5- DETENTION SYSTEM VOLUME CALCULATIONS • Drainage Basin -B1 The following calculations were used to determine the minimum required storage volume for storm water runoff. The volumes were calculated using the Rational Method, and the detention facilities were sized based on a 10-year 2-hour storm event. Area = 3.03 Acre C = 0.2 Open Land -To be conservative, open land has been selected as the pre-developed condition. Calculate Time of Concentration (TJ Existing Conditions: S =0.69% C =0.20 Open Land Conditions Assume: L =440 ft. --(300 ft-sheet flow/ 140 ft shallow flow) From Figure 1-1,Tc_ :38 , " min. (overland flow) Using Mannings Equation, n =0.035, S =2.00%, calculate channel flow L = 0 ft R= 0:92 ft v= 568 ft/sec . TC= 0.00 min Total Tc _ 00 0 HIM min Calculate Pre-developed Storm Intensity at T. From Figure 1-3, using the 10 year event, I =0.64TC'-" I = 0.86 in/hr Calculate Pre-developed Peak Runoff Rate Q10 = ciA, using the above parameters. Q10 = 0.52 cfs Calculate-Developed--Minimum Required Volume Storage For 10-Year Event C = 0.60 Neighborhood Commercial Developed Developed Pre-developed Storm Duratior Intensity Runoff Rate Runoff Volume Release Volume Required Storage (Minutes) (in/hr) (cfs) (cf) (cf) (cf) 5 3.2185 5.85 1755 157 1599 7 2.5862 4.70 1975 219 1756 • 9 2.1964 3.99 2156 282 1874 11 1.9278 3.50 2313 344 1969 • 13 1.7295 3.14 2452 407 2045 15 1.5759 2.86 2578 470 2109 17 1.4527 2.64 2694 532 2162 19 1.3514 2.46 2801 595 2206 21 1.2663 2.30 2901 658 2243 23 1.1936 2.17 2995 720 2274 25 1.1306 2.06 3083 783 2300 27 1.0755 1.96 3167 845 2322 29 1.0266 1.87 3248 908 2339 31 0.9831 1.79 3324 971 2354 33 0.9439 1.72 3398 1033 2364 35 0.9085 1.65 3469 1096 2373 37 0.8763 1.59 3537 1159 2378 39 0.8468 1.54 3602 1221 2381 �a����� ��"�H.''�`���,L....Lut.,;.t. '✓r .s"� � ��+'".� �- 'c3.�'��u� e.,�.€�.�sa � �1..�_��`... *; s r �,.,,uu.:� �s. 43 0.7947 1.44 3728 1347 2381 45 0.7716 1.40 3787 1409 2378 47 0.7501 1.36 3846 1472 2374 49 0.7300 1.33 3902 1534 2368 51 0.7113 1.29 3957 1597 2360 53 0.6937 1.26 4011 1660 2351 55 0.6772 1.23 4063 1722 2341 57 0.6617 1.20 4114 1785 2329 59 0.6470 1.18 4164 1848 2317 Storage Volume Required =2382 CF • Calculate Minimum Surface Area For Storm Treatment Assume: 1. Non-flocculant particles 2. Settling velocity of 40 micron particles =0.0069 ft/sec Design Release Rate = 0.52 cfs Minimum Area = 76 sf Since 2382 sf> 76 sf, use 2382 sf (See Detention Pond Sizing Sheet for Area) 1 Basin Sizing (Pond 2) Water Depth = 1.5 ft Surface Area = 1588 sf Volume= 2382 cf Top Length = 69 ft Top Width = 23 ft • • Drainage Basin -B2 The following calculations were used to determine the minimum required storage volume for storm water runoff. The volumes were calculated using the Rational Method, and the detention facilities were sized based on a 10-year 2-hour storm event. Area = 0.358 Acre C = 0.2 Open Land Calculate Time of Concentration (Tr) Existing Conditions: S =0.69% C =0.20 Open Land Conditions Assume: L=272 ft. --sheet flow From Figure 1-1,TC _ `�r �5 ; min. (overland flow) .�' # �, Using Mannings Equation, n =0.035, S=2.00%, calculate channel flow zh x f.s L .� 7�k Y7r ft R ft v5 68� ft/sec • Tc= 0.00 min Total T. _ _ (4 min Calculate Pre-developed Storm Intensity at Tr From Figure 1-3, using the 10 year event, I =0.64Tc'.61 = 3.22 in/hr Calculate Pre-developed Peak Runoff Rate Q10 = ciA, using the above parameters. Q10= 0.23 cfs Calculate Developed Minimum Required Volume Storage For 10-Year Event C = 0.90 Impervious Material (Impervious) Developed Developed Pre-developed Storm Duration Intensity Runoff Rate Runoff Volume Release Volume Required Storage (Minutes) (in/hr) (cfs) (cf) (cf) (cf) 5 3.2185 1.04 311 69 242 7 2.5862 0.83 350 97 253 9 2.1964 0.71 382 124 258 1.1Uvwnn P1�9278 - n�� '� 41� DMKI 1<5 wx�, :, 24 .. 13 1.7295 0.56 435 180 255 • 15 1.5759 0.51 457 207 250 17 1.4527 0.47 477 235 242 19. 1.3514 0.44 496 263 234 21 1.2663 0.41 514 290 224 23 1.1936 0.38 531 318 213 25 1.1306 0.36 546 346 201 27 1.0755 0.35 561 373 188 29 1.0266 0.33 576 401 175 31 0.9831 0.32 589 429 161 33 0.9439 0.30 602 456 146 35 0.9085 0.29 615 484 131 37 0.8763 0.28 627 512 115 39 0.8468 0.27 638 539 99 41 0.8197 0.26 650 567 83 43 0.7947 0.26 661 595 66 45 0.7716 0.25 671 622 49 47 0.7501 0.24 682 650 32 49 0.7300 0.24 692 677 14 51 0.7113 0.23 701 705 -4 53 0.6937 0.22 711 733 -22 55 0.6772 0.22 720 760 -40 57 0.6617 0.21 729 788 -59 59 0.6470 0.21 738 816 -78 Storage Volume Required =258 CIF • Calculate Minimum Area Assume: 1. Non-flocculant particles 2. Settling velocity of 40 micron particles =0.0069 ft/sec Design Release Rate = 0.23 cfs Minimum Area= 33 sf Since 258 sf> 33 sf, use 258 sf (See Detention Pond Sizing Sheet for Area) Basin Sizing (Pond 3) Water Depth = 1.5 ft Surface Area = 172 sf Volume = 258 cf Top Length = 23 ft Top Width = 8 ft • CONVEYANCE FACILITY CALCULATIONS • • • Storm Drainage Main L1 The following calculations were used to size the conveyance facilities for stormwater runoff. The volumes were calculated using the Rational Method,and the conveyance facilities were sized based on a 25-year 2-hour storm event. Contributing Basins= B-1 &B-2 Area= 3.23 Acre C= 0.6 Neighborhood Commercial Calculate Time of Concentration(TJ Developed Conditions: S=0.70% C=0.60 Neighborhood Commercial Assume: L=440 ft.--(300ft sheet flow/140 ft shallow flow) From Figure I-1,Te= 38 min.(overland flow) Using Mannings Equation, n=0.013,S=0.45%,calculate channel flow L= 0 ft R= 0.31 ft v= 3.51 ft/sec • T-�= 0.00 min Total Tc= 38.00 min Calculate Post-developed Storm Intensity at Tr From Figure 1-3, using the 25 year event, I =0.78Tc'-' 1 = 1.04 in/hr Calculate Post-developed Peak Runoff Rate Q= ciA, using the above parameters. Q= 2.02 cfs Calculate Pipe Capacity Provided(Storm Main L1) Q=(1.486/n)*A*R23*S"2 Given: n= 0.013 Pipe Diameter= 15" A= 1.22718 sf Material=PVC R= 0.31250 ft S= 0.00150 ft/ft Q= 2.50186 cfs> 2.02 cfs ok V= 2.03870 fps Calculate Inlet Capacity (See Following Nomograph) HW/D= 2.18 Q = 8.75 cfs>2.18 ok a. 152 STEEL DRAINAGE AND HIGHWAY CONSTRUCTION PRODUCTS a. i. "HYDRAULICS Improved Inlets Culvert capacity may be increased through the use of special inlet desi ns. The Federal Highway Administration has developed extensive data19,2 on 1 '80 these. While these designs increase the flow, their use has not been as 168 0.0.: o.or� o.o4E o.oes • expected.The increased costs of the special"treatments is apparently respon- 1S6 'Y'°'Q42 °"t=g ° A I sible. jq4 _T BEVELLED RIND 132 3000 YINIYBY soo• 3.6 180 10,000 120 Wit.. ��# 2000 T .•. 3.0 166 -8,000 LOSS COEFFICIENT Ke _1S6 6,000 FOR VARIOUS ENTRANCE (2) ?•1 108a-1 0 soap TYPES 6• DIeYETER•0 i; 144 1000 4,000 HWSCAIE ENTRANCE COEFFICIENT 5. 6' (3) 96 800 }Ilt 2.0 N I�• 132 D TYPE 6. s 3,000 -0,(1) Heodwall,s4,edge,or End 0.3 ,, 84 600 W I 120 Section conforming to fill 5. 500 L _0 2.000 slOpe 4. 400 1.5 a too l21 Mitered to conform to slope 0.7 ;a G Q (3) Protecting from fill 0.9 3• 4. i 72 300 T - 96 ` 1,000 3 _ ; IT 3. s 200 i a rn 800 60 Y To use xole(2).,(3)e( ),ten - o m ; C 84 600 horizontally to stole 111,than use straight inclined line through 2• F R 500 D and 0 scales,or reverse as 54 72 400 illustrated. 2. .2. W 100 < 300 u 48 C 80 1.0 3 m \ 1.5 '- 'y'' '" 60 se U. W 60 200 1.5 1.5 Z w 42 a a0 _ 0.9 C h _ E. d 54 4) �.) a 36 H 30 _EY�ye�E 100 0 ��� 0.8 G U a 80 O 33 0 p u 60 ?ter us 42 ' 50 L 1_0 1.0 n -- as 40 EXAMPLE t] 1.0 27 10 0.7 c 36 30 Di .(0)a48in.=4f1 8 --- 0_70 f1 ---/sec 3 0.9 24 t••:, 33 -0 '� 4 6 20 Sca,e Hw Hey a0t 0.8 0.8 T: S 2 0.6 y 30 0• 21 4 o� (1) 1.0 4.0h r 1--0- 27 10 (2) 1.0 4.0 iSY• - 3 d 8 (3) 1.1 4A 0.7 0.7 t9 - °rn 24 6 0.7 h_( 2 0.5i 2 0 5 V v 21 4 0.6 15 0.6 1.0 v° 3 c le 0.6 N 2 HEADWATER DEPTH i 12 CIRCULAR PIPE CULV 15 O5 WITH BEVELLED RI 1.0 0.5 INLET CONTROL HEADWATER DEPTH FOR Iz CORRUGATED STEEL PIPE CULVERTS I /re�ei- �W rQ�;o = / p WITH INLET CONTROL D �o ct vo r'd pond;,•' 13 Figure 3.29 Inlet control.Headwater depth for cird�ipe culverts with bevel, Iffire 3.28 Inlet control nomograph for corrugated steel pipe culverts. The• IWfacturers recommend keeping HW/D to a maximum of 1.5 and preferably to no more than 1.0 for diameters greater than 4 to 5 feet. - . a b b e� x 00 • Appendix 8 Groundwater Investigation Report Northside Planned Unit Development AOO.�1 montana avenue partners, Ic 1 Northside Subdivision Groundwater Investigation This groundwater investigation is based on nearby geotechnical borehole logs that were drilled for the Rouse Avenue and Oak Street improvements. HKM Engineering Inc. and GMT Consultants logged the geotechnical boreholes. Additionally, nearby well log information that is available from the Groundwater Information Center(GWIC) was used. These logs are attached and the approximate borehole locations are shown in Figure 1. No on-site testing was done because the nearby information provided the necessary information for this investigation. 1.0 Geology The geologic formations present at the site consist of Quaternary aged fluvial deposits. These units were deposited in a fluvial (river or stream deposited) environment near the confluence of the Bozeman Creek and East Gallatin drainages, (Slagle 1995.) According to borehole logs these units consist of a variety of unconsolidated materials that range from organic silt to cobbles. Starting at land surface there is typically 2 to 5 feet of silty clay. Beneath that is the sandy silty gravel. 2.0 Hydrogeology Groundwater in the vicinity of the project area is primarily found in sandy silty gravel. According to Slagle groundwater is flowing in a direction 700 west of true north, which is approximately parallel to Interstate 90. Depth to groundwater varies depending on the time of year and the borehole's location. The shallowest is recorded on May, 31 1996 when groundwater was measured at 6.4 feet below ground, (See Borehole DH-3, HKM 1994). The deepest is recorded on July, 24 2002 when groundwater was encountered at 14 feet below ground, (See B-4, GMT 2002). Both of the groundwater levels recorded by GMT are considered deeper than usual, and may be locally influenced by the gravel bedding in the utility trenches beneath Rouse Avenue. A late fall (average) depth of 9.0 feet was recorded at the Bozeman Baseball Park on October, 15 1992. 3.0 Recommendations Dewatering of trenches should be anticipated if new underground water and sewer lines are installed. Due to seasonal shallow groundwater, the development of living spaces greater than three feet below grade is not recommended. References: GMT Consultants, Inc. Geotechnical Investigation Rouse Avenue Sewer Replacement Bozeman, Montana. August 27, 2002. Slagle, S.E., 1995 Geohydrologic Conditions and Land Use In The Gallatin Valley, Southwestern Montana, 1992-93. U.S. Geological Survey Water-Resources Investigations Report 95-4304. May 1995. Attachments: Geotechnical Borehole Logs Baseball Park Well Log Northside Planned Unit DevelopmIn montana avenue partners, Ict A8.3 • - • s Northside Planned Unit Development montana avenue partnefs, Ilc 5-7 ,o ,BRYANT. S� tit BOND . ATE B-4 (GMT-2002) DH-3 994) r �l ( T-2002) (H -1994) Q, '(r :$ BASEBALL PARKE. JrU IPER)'isp • z CK ST _-.:- 7CSaR NORTHS/DE SUBDIVISION �b LEGEND H 8W 114 SECTION Q, T.Z.S, R.Q.E., P.M.M. * BOREHOLE LOCATIONS GALLATIN COUNTY, MONTANA -" HKM Enyin* Mtp Inc. BOREHOLE LOCATIONS KM Enrra McChesney Protessiond Bldg. MAP 601 Nides Dr.,Suite 2 Bozeman,MT 59715 3 )406)586.8834 FIGURE 1 FAX(406)586-1730 o 2w wr. h-t DAM quo 2= PROM N0.0494"Im ewplot 0 MW wn "b, .M M"Row" Northside Planned Unit Development montana avenue partners, 11c A .5 Amok Project No.'15M051.348 LOG OF BOREHOLE BH-8 Sheet 1 of 1 CLIENT ARCHITECT/ENGINEER Montana Denartment of Transportation HKM En-gineerinq Inc. SITE PROJECT" AveRouse Birch Rue Sreet Reconstruction SAMPLES TESTS MATERIAL DESCRIPTION LL Z~ w.C. ADDITIONAL . - O O a Tn w a w PL I 0 1 LL DATA/ _ = r= z u� w co.>? Iii w REMARKS F CL j ?� O m w¢ s2 W W M O m � ¢O 0 M N VALUE 0 BLOWSIFT o L07 w o m z z ?? a 10 20 30 40 14"Crushed gravel(poorly graded gravel withs„ sand(GP),slightly moist,brown) sy'F :M swiw"' 2 . 1 4 z Fill,silty sand(SM),loose,moist,dark brown 2 sulk 1 13/18 0 72% 4 Poorly graded gravel with sand(GP),medium ; 3 dense to loose,moist to saturated, brown +., 9 . z 6/18 B ,:•.. 33% 8 �.; 3 8 W;'• 3 • 6118 3 33% 0 33/o r' r� -9. Boring terminated at 9.5' 10 Groundwater observed at 6.6'on 8/30/05 12 14 HKM Engineering Inc. STARTED 8/30/05 FINISHED 8/30105 601 Nikles Drive DRILL Co. Hansen DRILL RIG CIVIE 55 Bozeman, MT 59715 E N 0- 1 N E E R i N G Telephone: (406)586-8834 DRILLER Steve Hansen ASS'TDRILLER Automatic Fax: (406)586-1730 LOGGEDBY N.Peterson APPROVEDBY G.Underhill Northside Planned Unit Developm nt A8.6 montana avenue partnel•s, IIc M DRILL HOLE No. 3 (DH-3) LOCATION : Intersection of Oak St. and North Bozeman Ave. extended Penetration Test (Feet) 6 °6` 6" 6• '1 NN TOPSOIL; moist, soft, dark brown, organic silt NN NN NN NNN NN NNN NN NN NN NN NN I� 0 NN 4 • SANDY SILTY GRAVEL; moist to wet, •o dense to very dense, brown with iron :g oxide and white mottling, some or all •e•a may be rill .q • 0 40 5 •000. ���� �/�w ••8' i1lf. �s •ego ceuf�•� £A 42 rg: sN •oq° cJ 33 •• o•o �oq0 0 00• 10 °•o 18 ••i•• •1 50 • o�o 50 ° co�' . o 5 11.5 • =TD Drill Type : CME 850 — track mounted — 4" NSA; 24"x3" O.D. spoon; 140 lb. hammer NOTE Well completed with 10' of 1}�" dia. Schd. 40 PVC, with the bottom 6" slotted. Hole backfilled with 16-20 silica sand around the slotted section, cuttings for the mid section, and a granulated bentonite for the top 12 The PVC is protected at the surface with a locking, 8" dia. steel manhole. off-inthc 1994 BOZEMAN WATER RENOVATIONS LOG OF EXPLORATION HOLE HIM ASSIICIATBS DH-3 j 1 eaciaeecs nAaseus 4M229.128 JUNE 1994 Northside Planned Unit DevelopmInt A/1 8.7 montana avenue partners, Ic CONSULTANTS,INC. SOIL BORING LOG GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS TESTING PROJECT NAME: Rouse Avenue Sewer 1151 tergad y,Mlssouta, MT 59802 PROJECT LOCATION: Bozeman, Montana Phone:( 2182.I—(408}543.4220 PROJECT NUMBER: 020714-0073 PROJECT MANAGER: William W.Weikel, P.E. CLIENT. Mr.James Nickelson,P.E. DRILL TYPE: CME 55 Auger Morrison-Maierle, Inc. SAMPLE METHOD: Split Barrel Sampler ADDRESS: 901 Technology Blvd. DRILLER: WW, JB Bozeman, MT 59771 DATE: 7/24/02 BORING#: B-4 Sta. 30+50 20'RL BORING LOCATION: See Plate 2 ;t '�,•.�. ;:,'' _•�. UNIFIED' 7i MOISTURE r'OEP171;; ,SAMPLE i SPT SAMPLE -;SOIL:' & GRAPHIC SOIL STRATA COUNT RECOVERY � S WATER SOIL PROFILE DEPTH SOIL STRATA DESCRIPTION' SYMBOL DEPTH SP-SM 0.0'-1.5- SAND,gravelly with silt and organics, medium dense sli htly mois :brown " 2 ML-C1 IIIIIIIUIIIIII 1.5*-7.5' SILT/CL A with sand and rav'el medium 5 IIIIIIIIIIIIIII stiff to stiff,sli hti 'bl moist to mois ack 3 X 4 70°o IIIIIIIIIIIIUI o'' X 5 IIIIIIIIIIIIIII 4 Illllllllllllll IIIIIIIIIIIIIII 5• 2 111111111111111 X 2. 30°o Ill)11111111111 g X 3 IIIIIIIIIIII111 I -• , • IIIIIIIIIIIIIII - ... .. ._ .:,-7 IIIIIIIIIIIIIII ' IIIllllllllllll „8 SPSC �c z 41 7.6-12.5. SAND,jFavellv.with silt and soma--Ga ' loose slightly moist, brown 9L i 10 20 112 X 2 r I • :� � �riiiiiiljlri: 13 SPSM !////Nlli/; 12.5'-14.0' SAND ravel) with silt and cobb es ` %////�!%�I/!%/, dense slightly moist to moist brown 14.s. sP-SM — 41,711lQit/ 14.0'-16.0' SAND,gravelIV with sit and cobb es-. :15 X 9 dense saturated brown =` X 22 20% '. :7/!llll�fllll/:` 16 X 18 �llllllll ll�l End of boring=16.0 feet 17• lGroundwater encountered at 14.0 feet 18 l 19 ' i I 20 21 Northside Planned Unit Develo m nt A8.8 montana avenue pariners,1lc GMCONSULTANT® SOIL BORING LOG GEOTECHNICAL ENGINEERING 6ONSTRUC71ON MATERIALS TESTING PROJECT NAME: Rouse Avenue Sewer 11151,We a oadway, Missoula, MT 59802 PROJECT LOCATION: Bozeman, Montana Phone:k406}i21=2182 Eax:(408).548-422D PROJECT NUMBER: 020714-0073 PROJECT MANAGER: William W.Weikel, P.E. CLIENT: Mr. James Nickelson, P.E. DRILL TYPE: CME 55 Auger Morrison-Maiede, Inc. SAMPLE METHOD: Split Barrel Sampler ADDRESS: 901 Technology Blvd. DRILLER: WW, JB Bozeman, MT 59771 DATE: 7/24/02 BORING#: B-5 Sta. 33+40 25' Rt. BORING LOCATION: See Plate 2 t j UNIFIED %MOISTURE DEPTH SAMPLE SPT- ..SAMPLE SOIL • d GRAPHIC SOIL STRATA SOIL STRATA DESCRIPTION (FEET) COUNT RECOVERY CLASS WATER SOIL PROFILE DEPTH SYMBOL DEPTH ML�L I/I/I/1!I/I/1/I 0.0'-3.5' SILT/CLAY with sand and gravel, ;1 stiff, slightly moist, brown • I/I/I/UI/1/I/I • 2 X 16 - 3 X 12 70% x 6 I 11111111111AII 4 1 ML-CL I/Ill/I/I/I/Ill 3.5'-5.5' ISILTICLAY,organic, medium stiff, moist Innluulnn I black 5 x 3 I/I/I/I/I/Illn X 4 50°io 10 uliuuulnll 6 X 1 5 SC 24.8% I/I/1/1/I/I/Ill 5.5•-6.0' ;SAND,clayey,organic, mottled dark gray SP-sM► 0111111I111- 6.0'-11.5' (SAND,gravellywith silt and-cobbles, dense- W1111gli 1. Ito very dense slightly moist,brown - I WTI— X 40 To l//ll1(lUllr ,s< 131 X 25 12 SP-SM _ (///�%/ %/% 11.5'-14.8'(SAND,gravelly with silt and cobbles, wlil- Ivery dense, saturated, brown 13 i - - 7/lllll�llllll. I 14 lllll0%1!(l!l i •11111HIllIll! ' 15 4.5" 50' 0% 7!%l)1/I1/ll_ End of boring=14.8 feet 16 Groundwater encountered at 11.7 feet jMonitorinq. Well Installed 17 I 18 19 20 I I I I I 21 1 Northside Planned Unit Developmgnt A8.9m ontana avenue partners, Ic i Northside Planned Unit Development 8.10 montana avenue partnes, llc One Page Site Report--.GWIC Page 1 of I Montana Bureau of Mines and Geology Plot this site ono topographic map Ground-Water Information Center Site Report BOZEMAN BASEBALL Location Information GWIC Id: .135129 Source of Data: LOG Location (TRS): 02S 06E 06 CAA Latitude(dd): 45.6908 County(MT): GALLATIN Longitude(dd): -111.0314 DNRC Water Right: 84052 Geomethod: TRS-TWN PWS Id: Datum: NAD27 Block: Altitude(feet): Lot: Certificate of Survey: Addition: Type of Site: WELL Well Construction and Performance Data Total Depth(ft): 47.00 How Drilled: ROTARY Static Water Level(ft): 9.00 Driller's Name: HILLMAN Pumping Water Level(ft): 45.00 Driller License: WWCC436 Yield (gpm): 50.00 Completion Date(m/d/y): 10/15/1992 Test Type: AIR Special Conditions: Test Duration: 4.00 Is Well Flowing?: Drill Stem Setting (ft): Shut-In Pressure: Recovery Water Level (ft): Geology/Aquifer: Not Reported Recovery Time(hrs): Well/Water Use: PUBLIC WATER SUPPLY Well Notes: Hole Diameter Information sinq Information' lFromi To IDiameterl Wall Pressure 0.0147.01 6.0 From To Dia Thickness Rating Joint Type -2.0 47.0 6.0 .2501WELDED STEEL Annular Seal Information Com letion Information' lFroml To Description #of Size of 0.0 20.0 CEMENT From To WDiaOpenings Openings Description 42.0 47.0 1/4X6 TORCH CUTS Lithology Information From To Description 0.0 2.0 TOPSOIL 2.0 22.0 SAND&GRAVEL 22.0 29.0 TAN CLAY 29.0 47.0 SAND&GRAVEL 1 All diameters reported are inside diameter of the casing. These data represent the contents of the GWIC databases at the Montana Bureau of Mines and Geology at the time and date of the retrieval. The information is considered unpublished and is subject to correction and review on a daily basis.The Bureau warrants the accurate transmission of the data to the original end user. Retransmission of the data to other users is discouraged and the Bureau claims no responsibility if the material is retransmitted. Note:non-reported casing,completion,and lithologic records may exist in paper files at GWIC. Northside Planned Unit DevelopmInt A8.�1 �1 moniana avenue partners, Ic 1 1 I Ap Northside Planned Unit Development O.1 Z montana avenue partne�s, Ilc • • a b b x �o • • Appendix 9 Noxious Weed Management and Re-vegetation Plan Northside Planned Unit Development A9.montana avenue partners, Ic NOXIOUS WEED MANAGEMENT AND Galatin Court REVEGETATION REQUIREMENTS FOR DISTURBED AREAS Weed district (Revised May 2004) I. PURPOSE: The purpose of these requirements is to familiarize the person,agency,and/or local government unit hereafter called the Cooperator with the Gallatin County Weed Control District's Noxious Weed Management Plan as well as any legal requirements placed upon the Cooperator by the Montana County Noxious Weed Control Act(7-22-2101 through 2153)and Gallatin County Subdivision Regulations. A secondary purpose is to allow the Gallatin County Weed Control District to determine if a potential noxious weed problem exists in an area to be developed/disturbed and to work with the cooperator in formulating a Noxious Weed Management and Revegetation Plan consistent(and realistic)with the Gallatin County Weed Control District's Noxious Weed Management Plan and the Montana County Noxious Weed Control Act. ��. DEFINITIONS: BOARD: Gallatin County Weed Control Board. DISTRICT: Gallatin County Weed Control District,which is in turn directed by the Gallatin County Weed Control Board and managed by a Weed Control Supervisor/Coordinator. COMMISSIONERS: Board of County Commissioners. NOXIOUS WEED: Any non-native plant species established or that may be established in the State which may render land unfit for agriculture,forestry, livestock,wildlife,or other beneficial uses or that may harm native plant communities and that is designated as a statewide noxious weed by rule of the Montana Department of Agriculture or as a district noxious weed by rule of the Board. REVEGETATION: The act or process of seeding,planting,and/or otherwise reestablishing a cover of beneficial plants which may include the use of recommended plant species,proper methods/timing, fertilization,and the use of weed-free seed. NOXIOUS WEED MANAGEMENT: The planning and implementation of a coordinated program in order to manage the spread of noxious weeds which may include biological,chemical,cultural,and/or mechanical control methods or a combination thereof. Northside Planned Unit DevelopmInt A9.3 montana avenue partners, Ic III. THE GOALS OF THE GALLATIN COUNTY WEED CONTROL DISTRICT: The District recognizes and complies with the Montana County Noxious Weed Control Act and Administrative Rules(MCA 7-22-2101-2153)for all of its responsibilities and authority. A copy of this Act can be obtained from the Gallatin County Weed Control Office. The goals of the District are threefold: 1) To manage the spread of noxious weeds while developing effective long-term integrated weed management programs that implement chemical,cultural,biological,and mechanical weed control techniques. 2) To increase awareness and knowledge of the Montana County Noxious Weed Control Act, noxious weeds and their impacts,and proper weed control techniques. 3) To build and implement programs that help promote cooperative efforts between groups, agencies,and individuals. Methods to obtain these goals revolve around the development of an effective integrated weed management program which includes: I • Detecting,containing,and wherever possible eradicating infestations of category 1 and 2 noxious weeds. • Managing noxious weeds on lands owned or controlled by the county or municipalities within the confines of the District,and along County, State,and Federal right-of-ways,stockpiles,and holding areas. • Releasing and redistributing approved Biological Control Agents. • Using and promoting proper chemical,mechanical,and cultural control techniques. • Providing educational presentations and information. • • Offering programs to help residents in Gallatin County manage noxious weeds. • Implementing combinations of these and/or other noxious weed control techniques,programs,and practices to work together to manage noxious weeds. Further information can be obtained from the Noxious Weed Management Plan of the District. NOXIOUS WEEDS IN GALLATIN COUNTY Category 1 Weeds 1) Canada Thistle 2) Field Bindweed Category 2 Weeds 3) Whitetop 15) Dyers Woad 4) Leafy Spurge 16) Purple Loosestrife 5) Russian Knapweed 17) Tansy Ragwort Category 4 Weeds 6) Spotted Knapweed 18) Meadow Hawkweed 28) Meadow Knapweed 7) Diffuse Knapweed 19) Orange Hawkweed 29) Poison Hemlock 8) Dalmation Toadflax 20) Tall buttercup 30) Musk Thistle 9) St. Johnswort(Goatweed) 21) Tamarisk 10) Sulfur Cinquefoil 22) Perennial Pepperweed 11) Houndstongue 12) Ox-eye daisy Category 3 Weeds 13) Common tansy 23) Yellow Starthistle 14) Yellow Toadflax 24) Common Crupina 25) Rush Skeletonweed 26) Yellow flag iris 27) Eurasian watermilfoil Northside Planned Unit Develo m nt 9.4 montana avenue partners,llc IV. REQUIREMENTS MANDATED BY STATE LAW: 1) MCA 7-22-2116.Unlawful to Permit Noxious Weeds to Propagate. (a) It is unlawful for any person to permit any noxious weed to propagate or go to seed on their land,except that any person who adheres to the noxious weed management program of their District or who has entered into and is in compliance with a noxious weed management agreement is considered to be in compliance with this section. (b) When property is offered for sale,the person who owns the property shall notify the owner's agent and the purchaser of the existence or potential existence of noxious weeds on the property offered for sale. 2) MCA 7-22-2152.Revegetation of Rights-of-Way and Disturbed Areas. (1) Any state agency or local government unit approving a mine,major facility, transmission line,solid waste facility,highway,subdivision,or any other development resulting in significant disturbance of land within a District shall notify the Board. (2) Whenever any person or agency disturbs vegetation on an easement or,right- of-way within a District by construction of a road,irrigation or drainage ditch, pipeline,transmission line,or other development,the Board shall require that the disturbed areas be seeded,planted,or otherwise managed to re- establish a cover of beneficial plants. (3) a. The person or agency disturbing the land shall submit to the Board a written plan specifying the methods to be used to accomplish revegetation.The plan must describe the time and method of seeding,fertilization practices,re- commended plant species,use of weed-free seed,and the weed manatement procedures to be used. b. The plan is subject to approval by the Board,which may require revisions to bring the revegetation plan into compliance with the District Weed Management Plan.Upon approval by the Board,the revegetation plan must be signed by the chairman of the Board and the person or agency responsible for the disturbance and constitutes a binding agreement between the Board and such person or agency. V. REQUIREMENTS OF THE GALLATIN COUNTY WEED CONTROL BOARD FOR DISTURBED AREAS: 1) The District requires that any State Agency or Local Government unit approving a mine,major facility,transmission line,solid waste facility,highway, subdivision,or other development resulting in significant disturbance of land within the District shall notify the board before construction/work begins. 2) The District requires that any person or agency disturbing vegetation on an easement or right-of-way within the District by construction of a road,irrigation or drainage ditch,pipeline,transmission line,or other development,shall reestablish a cover of beneficial plants in a manner and timing approved by the Board. 3) The District requires that any person or agency disturbing the land shall submit to the Board for approval a Noxious Weed Management and Revegetation Plan before construction/work begins.This plan must specify the methods to be used for: -The revegetation of disturbed areas, - the management of noxious weeds already infesting the land(s)in question or that may arise during the development/construction/ disturbance of that land. A copy of the Noxious Weed Management and Revegetation Plan for Gallatin County accompanies this document.Please include a map of the land(s)being developed/disturbed when submitting this plan to the Gallatin County Weed Control Office. Northside Planned Unit Developmtjnt A9.5 montana avenue partners, Ic VI. SUBDIVISION PLANNING REQUIREMENTS OF THE GALLATIN COUNTY WEED CONTROL DISTRICT: NOTE: Noxious Weed Management and Revegetation Plans and Memoranda of Understanding are reviewed,approved and/or disapproved at the Weed Control Board monthly meeting. Submit completed Noxious Weed Management and Revegetation Plans and Memoranda of Understanding for review,at least 30 business days prior to the Weed Control Board monthly meeting. The Weed Control Board monthly meeting is scheduled on the 0 Thursday of each month. 1) Requirements for Subdivision and Preliminary Plat Approval (a) Prior to construction/disturbance,a Noxious Weed Management and Revegetation Plan must be completed by the Cooperator and submitted to the Gallatin County Weed Control Office.This plan must specify the methods to be used for: -The revegetation of disturbed areas within the subdivision, - the management of noxious weeds already infesting land(s)within the subdivision or that may arise during the development of the subdivision. This plan is subject to approval by the Board,which may require revisions to bring the plan into compliance with the District's Noxious Weed Management Plan and the Montana County Noxious Weed Control Act.This plan also indicates that the cooperator is familiar with: -The District's Noxious Weed Management and Revegetation Requirements for Disturbed Areas, -The Noxious Weed Management Plan of the District, -The relevant sections of the Montana County Noxious Weed Control Act. A Noxious Weed Management and Revegetation Plan accompanies this document. Please include a copy of the subdivision plat when submitting the Noxious Weed Management and Revegetation Plan to the Gallatin County Weed Control Office. (b) Prior to Final Plat approval a Memoranda of Understanding(included)must be entered into by the District and the Cooperator indicating that the Cooperator has been informed of and is in compliance with: -The Noxious Weed Management and Revegetation Plan submitted by the Cooperator, -The District's Noxious Weed Management and Revegetation Requirements for Disturbed Areas. - The Noxious Weed Management Plan of the District, - The Montana County Noxious Weed Control Act. With submittal of the Memoranda of Understanding include: 1. Copy of the subdivision covenants regarding noxious weed management(see Section VI,2,of this document for covenant requirements). 2. Documentation that the Weed Management and Revegetation Plan(WMP)has been implemented. Documentation should include date(s)when weed control and/or revegetation methods listed in the WMP were completed. If applicable, provide name(s)of contractors who completed the work. s � Northside Planned Unit Develo m nt A9.6 montana avenue partners,ellc 2. Noxious Weed Requirements for Subdivision Covenants In order to comply with the Noxious Weed Management Plan of the District and the Montana County Noxious Weed Control Act,the District requires that the following items be addressed in the covenants of each subdivision within Gallatin County. (a) Landowners are responsible for noxious weed control on their own individual lots as stated in the Montana County Noxious Weed Control Act(7-22-2116) and according to the District's Noxious Weed Management Plan, (b) The Owners Association*is responsible for noxious weed control in all parks,open spaces,community areas,trails and roadways within the subdivision. If there is no Owners Association then the landowners as a whole are responsible for noxious weed control in the parks,open spaces,community areas and trails. Each landowner is then responsible for the subdivision roadway adjoining their property. The Owners Association will also act as the contact point for any noxious weed complaints within the subdivision. Covenants are as follows: "The control of noxious weeds by the Owners Association on those areas for which the Owners Association is responsible and the control of noxious weeds by individual owners on their respective lots shall be as set forth and specified under 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 landowner shall be responsible for the control of 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 Owners Association,the Owners Association may cause the noxious weeds to be controlled. The cost and expense associated with such weed management shall be assessed to the lot and such assessment may become a lien if not paid within thirty(30)days of the mailing of such assessment. The Owners Association is responsible for control of state and county declared noxious weeds in the subdivisions parks, open spaces,community areas,trails,and roadways." *(Note: Owners Association refers to the subdivisions Homeowner,Business,Property Association,etc. as named in the subdivisions covenants or recorded on the plat.) i i Northside Planned Unit DevelopmInt A9.mmontana avenue partners, Ic SUBDIVISION NOXIOUS WEED MANAGEMENT AND Galatia Cowxt REVEGETATION PLAN(PRELIMINARY PLAT APPROVAL) Weed (Revised May 2004) District Projected date for Preliminary Plat application Date Plan received Before construction/disturbance begins,please complete and submit a copy of the Noxious Weed Management and Revegetation Plan to the Gallatin County Weed Control Office for review by the Board.This plan may require revision to meet the requirements of the Noxious Weed Management Plan of the District,and the Montana County Noxious Weed Control Act.Upon approval by the Board,this plan must be signed by the Chairman of the Board or appointed Representative in cooperation with the agency responsible for the disturbance and constitutes a binding agreement between the Board and such person or agency. A) GENERAL INFORMATION 1.Name of Cooperator: Barry Brown, Montana Avenue Partners. (Print Full Name and Name of Company) 1006 S. Main Street, Bozeman, MT 59715 (406) 522-7449 (Address-City-State-Zip) (Telephone) 2.Geographic Location to be Covered by this Plan: Legal Description:_1/4,SW 1/4, Sec 6 ,T. 2 S,R. 6 E If applicable include the name and address of the Subdivision: 1237 N. Rouse, Bozeman, MT 59715 3.Land Use(Please check the appropriate box(s) (a)Previous or Historical Land Use Agriculture ❑ Residential ❑ Commercial X Pasture non-crop❑ Other ❑ Please explain The parcel has been used for commercial and industrial enterprises (b)Future Land Use Agriculture ❑ Residential ❑ Commercial X Pasture non-crop ❑ Other ❑ Please explain The area will be developed for commercial use. 4. Is a Map of the Area or a Copy of the Subdivision Plat Attached? Yes X(Attachment A) No ❑ 5. Has the Cooperator been informed of the District's Noxious Weed Management Plan and Revegetation Requirements for Disturbed Areas? Yes X No ❑ 6. Has the Cooperator been informed of the Noxious Weed Management Plan of the District? Yes X No ❑ Northside Planned Unit Development ] A9.8 montana avenue partners, Ilc 7. Has the Cooperator been informed of the relevant sections of the Montana County Noxious Weed Control Act? Yes X No ❑ 8. Has the Cooperator attached written estimates of weed control and revegetation costs? Yes X No ❑ B) NOXIOUS WEED MANAGEMENT PLAN 1) Are noxious weeds present on the property? Yes X No ❑ Unknown(due to snow cover)❑ If yes,list which species and the approximate size of infestation(s). Attach map showing location of noxious weeds on property. If unknown due to snow cover,Cooperator will submit a completed noxious weed inventory and explanation of control methods for approval by the Weed Control District by May 15th of the upcoming field season. spotted knapweed, 1.0 ac. musk thistle< 1.0 ac Canada thistle<1.0 ac common tansy< 1.0 ac (Gallatin County noxious weeds are listed in section III of Noxious Weed Management&Revegetation Requirements) 2. Briefly explain the noxious weed control method(s)to be used on noxious weeds already existing on the property or that may arise during construction/development/disturbance of the property. Note: If noxious weeds already exist on the property outline the infestation(s)on a map of the property or on a subdivision plat map. Spotted knapweed, musk thistle, common tansy, and Canada thistle infestations on the site will be broadcast sprayed with Gramaxon prior to construction. Gramaxon is a herbicide and contact desiccant that will rapidly kill plants and dry out tissue. This will allow plant parts to be stockpiled and burned on site. Gramaxon treatment will be followed with spot spraying of re-emerging weed plants in the fall of 2005 and the spring of 2006 using 2,4-D. Spot spraying will continue as needed until the site is stabilized with landscaping or hardscape. During construction, all vehicles and personnel on site will be checked for weed seed or other plant parts before leaving the site. IS PROPERTY FALLOW OR IN SMALL GRAIN PRODUCTION? YES ❑ NO X IF PROPERTY IS FALLOW OR IN SMALL GRAIN PRODUCTION THE FOLLOWING MANDATORY CONDITION OF APPROVAL APPLIES: If property is fallow,in stubble,or in small grain production,once agricultural production ceases,that area of the property not under immediate development will be planted to a grass seed mix as approved by the Weed District. See Revegetation Section,C. 1.,for complete details regarding reseeding and grass reestablishment requirements. 3. Please complete the appropriate section(s)corresponding to the noxious weed management methods mentioned above. (a) Herbicide Control: *Noxious Weed spotted knapweed Chemical Name Gramaxon, Follow up with 2AD Rate 2.0 lb/ac *Noxious Weed musk thistle Chemical Name Gramaxon, Follow up with 2,4D Rate 2.0 lb/ac 2 Northside Planned Unit Developmjnt A9.9 Montana avenue partners, Ic *Noxious Weed common tansy Chemical Name Gramaxon, Follow up with 2AD Rate 2.0 Vac *Noxious Weed Canada thistle Chemical Name Gramaxon, Follow up with 2,41D Rate 2.0 Ib/ac *Timing and method oftreatment(s):All noxious weed species listed above will be treated with gramaxon and burned on site in August of 2005, prior to construction. This will be followed up with a fall 2005 24-D treatment of re-emerging weed species. Repeated spot spraying of emerging weeds will be necessary in the spring and fall until the site has been stabilized with a mix of hardscape and intensive landscaping Herbicide control work done by-Self ❑or Contracted X Name of Contractor Western Conservation Services (Attachment B) Estimated cost of herbicide control: Year One: $1000 Year Two: $1000 Year Three: Total: $2000 Estimate provided by: Western Conservation Services (Attach written estimate to Weed Management and Revegetation Plan) (b) Cultural/Mechanical Control: * Methods of weed control Standing crops of weeds will be raked and burned in September of 2005. *Timing of control method(s):Mechanical control of weeds will be limited to the summer of 2005 Cultural/Mech control work done by-Self❑or Contracted X Name of Contractor Western Conservation Services Estimated cost of cultural/mechanical control: Year One: $300 Year Two: Year Three: Total: $300 Written estimate provided by: Western Conservation Services (Attachment B) (Attach written estimate to Weed Management and Revegetation Plan) Northside Planned Unit Development 3 A9.10 montana avenue partners, llc (c) Biological Control: *Biological control agent(s) NA *Timing of the release(s)of the Bio-control agent(s): *Weed control method(s)used to control weed spread while insects establish: Biological control work done by-Self❑ or Contracted❑Name of Contractor Estimated cost of Biological control: Year One: NA Year Two: Year Three: Total: Written estimate provided by: (Attach written estimate to Weed Management and Revegetation Plan) (d) Total Estimated Costs of Weed Control(Herbicide+Cultural/Mechanical+Biological)for three (3)Years: Year Herbicide Cultural/Mechanical Biological 1 $1000 $300 NA 2 $1000 NA 3 NA Total $2000 $300 Total: $2300 4 Northside Planned Unit Development m A9.11 ontana avenue partners, Ic Q REVEGETATION PLAN FOR DISTURBED AREAS 1. Is property fallow or in small grain production? Yes ❑ No X If property is fallow or in small grain production outline the area that is fallow or in production on a map of the property or on a subdivision plat map. a) If yes,area of disturbance(acres): IF PROPERTY IS FALLOW OR IN SMALL GRAIN PRODUCTION THE FOLLOWING MANDATORY CONDITION OF APPROVAL APPLIES: If property is fallow,in stubble or in small grain production,once agricultural production ceases,that area not under immediate development (within 12 months)will be planted to a grass seed mix as approved by the Weed District. Cooperator will revegetate and establish grasses on that portion of the property previously fallow,in stubble,or in small grain production. This includes that portion of the property dedicated to open space,parklands,or common areas. In conjunction with the grass seeding,during the first and second years of grass establishment,and in the third week of June and in the fourth week of July,the area seeded to grass will be mowed to prevent weed seed development and dispersal. 2. Will utility/service lines be installed? Yes X No ❑ a) If yes,length of service lines(ft.or miles):425 ft b) If yes,area of disturbance(sq. ft.) 8,000 sq ft c) If yes,list amount(yards)of topsoil required to cover disturbed area with 6"lift of soil 166 cu yd 3. Will a pond be constructed? Yes ❑ No X a) If yes,area of disturbance(sq. ft.): b) If yes,list amount(yards)of topsoil required to cover disturbed area with 6"lift of soil 4. Will a road system be constructed? Yes X No ❑ a) If yes,length of road(ft.or miles): 265 feet b) If yes,area of disturbance(sq. ft): 4500 sq ft Northside Planned Unit Development 5 A9.1 Z montana avenue partnels, Ilc c) If yes,list amount(yards)of topsoil required to cover disturbed area with 6"lift of soil r� 166 cu yd 5. Other disturbances Yes ❑ No X If yes,explain 6. List the method(s)(seeding,sod installation,tree/shrub planting,etc)to be used to accomplish revegetation of the disturbed areas(fallow ground,fallow/stubble areas,service lines,fire pond,road system,others)listed above. A total of 0.95 acres of the Property will be stabilized with buildings and 1.45 acres will be stabilized with hardscape including roads and parking areas. The remaining 0.64 acres will be stabilized with landscaping materials including bluegrass sod and containerized shrubs and trees. Any remaining incidental areas will be broadcast seeded and harrowed with the seed mix described below. Areas requiring seeding will likely be less than an acre total. MANDATORY REVEGETATION REQUIREMENTS: Areas disturbed during subdivision development (road construction,pond construction,service/utility/gas/electric/telephone line installation)will have a 6" (six inch)layer of topsoil redistributed onto disturbed areas.Disturbed areas will be seeded to a grass seed mix as approved by the Weed District.In conjunction with the grass seeding,during the first and second years of grass establishment,and in the third week of June and in the fourth week of July,the areas seeded to grass will be mowed to prevent weed seed development and dispersal. a) If applicable list the type and amount of seed/sod to be used for revegetation: Type thickspike wheatgrass Rate 6 Ibs/ac Type orchard grass Rate 4 Ibs/ac Type durar hard fescue Rate 4 Ibs/ac Type birdsfoot trefoil Rate 2 Ibs/ac Type slender wheatgrass Rate 6 Ibs/ac b) If applicable list the type and amount of fertilizer to be used: Type NA Rate NA Type Rate Type Rate 6 Northside Planned Unit DevelopmInt A9.1 3 montana avenue partners, Ic 1 • w c) Timing of revegetation practices: Approximate seeding/sod date(s) After October 15 unless irrigation is available. Approximate fertilizer date(s) NA Note:If dependent upon natural precipitation for grass establishment then plant prior to May 151h for a spring seeding or after October 151h for a fall dormant seeding. Revegetation work done by Self ❑or Contracted X Name of Contractor: Gallatin Valley Landscaping d) Estimated cost of Revegetation: (1)Topsoil Cost(yards):All topsoil from disturbed areas will be salvaged and stockpiled on site for use in revegetation. Salvaged topsoil for road construction will total approximately 166 cubic yards at a cost of$5.00/yards for a cost of$830. Salvaged topsoil for utility line construction will total approximately 166 cubic yards at a cost of$5.00/yards for a cost of$830. Revegetation of 0.64 acres with intensive landscaping will cost approximately$110,000 including costs for irrigation of sod and containerized plants. Cost for broadcast seeding of additional incidental areas disturbed by construction will be$100/acre for approximately '/ of an acre. (2) Soil Replacement Cost: (includes cost of bringing onsite 6"lift/layer of topsoil and cost of distributing soil onto disturbed area)Cost shown above included regrading of disturbed areas with salvaged coversoil. (3) Seed Cost: Cost of seed is included in $100 per acre revegetation estimate (4) Labor Cost: Labor for seeding and intensive landscaping is included in the$110,025 estimate described above. (5) Mowing Cost: NA (6) Other costs: NA Total Estimated Costs of Revegetation for 3 years: Year One: $100,025 Year Two: $5,000 Year Three: $5,000 Total: _$110,025 Date revegetation work to be completed by: October, 2008 Written estimate provided by: Gallatin Valley Landscaping(Attachment C) (Attach written estimate to Weed Management and Revegetation Plan) 7. Total estimated cost of implementing Weed Management and Revegetation Plan for a period of three(3)years(includes Herbicide+Cultural/Mechanical+Biological+Revegetation costs): Northside Planned Unit Develo m nt 7 A9.14 montana avenue partners,llc Year Herbicide Cultural/Mechanical Biological Reve etation 1 $1000 $300 NA $110,025 2 $1000 NA NA $5,000 3 NA NA NA $5,000 Total $2000 $300 NA $110,025 Grand Total: $112,325 D) APPROVAL OF NOXIOUS WEED MANAGEMENT AND REVEGETATION PLAN APPROVED ❑ APPROVED WITH RECOMMENDATIONS ❑ NOT APPROVED ❑ AND/OR CONDITIONS. RECOMMENDATIONS AND/OR CONDITIONS: Upon Approved or Approved With Recommendations/Conditions the Cooperator agrees to comply with the above submitted Noxious Weed Manage evege a t (Signature of Weed Boa Chairman/Representative) (Signature of Coo ator) (Type/print name o Chairman/Representative) (Type/print name (Date) (Date) sl g Northside Planned Unit DevelopmInt A9. 5 montana avenue partners, Ic (Signature of Landowner) (Type/print name of Landowner) (Date) With submittal of the Memoranda of Understanding for final plat approval the Cooperator will provide: 1. Documentation that the above Weed Management&Revegetation Plan has been implemented. 2. Copy of subdivision covenants that apply to noxious weed management. FASubdiAsion PlanOSUBDIVISION WMP REVISION II 2004.doc' • li b Northside Planned Unit Development 9 A9.16 montana avenue partners, Ilc 0 • Attachment A: Weed Map of the Montana Avenue Partners Property on 1237 N. Rouse Avenue, Bozeman, MT. �y l 4 I� l I Legend Figure 1 �,:� x Scattered Spotted Knapweed, Musk Thistle, Weed Map for the Rouse EDAvenue Property Common Tansy,and Canada Thistle(2.25 ac) QProperty Boundary Weed Managment Plan A.ww. ,r HKM Engineering Sheet 1 of 1 Date:08/16/2005 Issued For.wMP V l:- low" ,ypa.eu o s 60 uto CONFLUENCE ----daftxco pa.e.a File.Rouse Avenue 2.mxd I Nortlhside Planned Unit Develo m nt montana avenue partners,�lc A9.17 Attachment B: Cost Estimate for Weed Control Services on Montana Avenue Partners Property on 1237 N. Rouse Avenue, Bozeman, MT. Western Conservation Services 6040 Sypes Canyon Road Bozeman, MT 59715 Cost estimate for chemical and mechanical control on Montana Avenue Partners Property on 1237 N. Rouse Avenue, Bozeman, MT. Treatment for noxious weeds by spraying of herbicides Gramaxon at 2.0 lbs/ac and follow-up treatment with 2,4-D at 2.0 lbs/ac. Herbicide application: $500 for initial Gramaxon application followed by twice annual applications of 2,4-D at $500 per application V Mechanical control: $300 for first year cutting and burning of standing weed infestation. Total cost for 2 years of chemical and mechanical control: $2300 I Northside Planned Unit DevelopmInt A9.19 montana avenue partners, Ic I ' Northside Planned Unit Development 9.20 montana avenue partne�s, Ilc Attachment C: Cost Estimate for Revegetation Services on Montana Avenue Partners Property on 1237 N. Rouse Avenue, Bozeman, MT. Gallatin,Valley ESt,i m a.te Landslca IP ii.�o�caPe ocs.sH's. .+srw��wrEo :ate. Estimate# 8/29/2005 011.96. Name%Address North Side Montana Avenue'Partne.rs 1006 West:M in Street Bozeman,MT 59715 Project. Description Qty Rate Total Amur Cliokecherry 2" 8 195.00 1,566.00 American Linden 2 4 175.00 700.00 Black Locust 2" 4 195t00 740.00 Colorado Spruce 8'B&B 2 225:00 450.00 Tararian Maple 2" 5 165.00 825.00 Red Maple 2" 2 195.00 390.00 Norway Maple 2" 3 210.00 630.00 Patmore Green Ash 2.0" 10 165.00 1,650.00 Maneburain Ash 2;0"B&B 10 180.00 1,800.00 Bur Oak 2" 14 1.95.00 2,730.00 Flowering Crabapple 2" 9 195.00 1,755.00 Honey Locust 2' 18 205.00 3,690.00 Perennials 1,500 9.50 12,750.00 Native seeding 18,000 0J 8 3.,240.00 Crushed Granite 18 19.00 342.00 Steel Edging 220 5.50 1,210.00 Topsoil 240 16.00 3,840.00 Sod 6200 0.42 2,604.00 Cedar Mulch. 80 4.5.00 3,600.00 Irrigation installed 1 33,000.00 33,000.00 Aohcat 85 70.00 5,950.00 Mini Excavator 30 75.00 2,2.50,00 Labor 560 38.00 21,286.00 Fuel 1 300.00 300.00 Total $107,286.00 ; , : ; I ' , Northside Planned Unit Developmgnt A9.2 montana avenue partners, Ic I V 1 i Northside Planned Unit Development A9.22 montana avenue partnes, Ilc A • • 1 i a b b a X �-+ O • Appendix 10 • Sanitary Y Sewer System Report Northside Planned Unit Development Al 0.1 montana avenue partners, Ic Sanitary Sewer Investigation For Northside Planned Unit Development Prepared For: Montana Avenue Partners 1006 West Main Street Bozeman, MT 59715 Prepared By: i HKM Engineering Inc. 601 Nikles Dr., Ste. 2 Bozeman, MT 59715 September 2005 04S498.101 Northside Planned Unit DevelopmSnt A 10.3 montana avenue partners, Ic Table of Contents Page Purpose ........................................................................................................................................... 1 Preliminary Conditions.Summary................................................................................................... 1 Basisof Calculations....................................................................................................................... 1 ConveyanceFacilities..................................................................................................................... 1 DesignFlow Rates.......................................................................................................................... 1 Conclusion ..................................................................................................................................... 3 Figures Figure 1 - Sanitary Sewer Plan....................................................................................................... 2 Appendices Appendix A - Peak Flow Calculations Page i E N G I N E E R I N� Northside Planned Unit Develo m nt A10.4 montana avenue partners,eflc Northside—Sanitary Sewer Investigation • September 2005 Purpose This engineer's report is intended to address the sanitary sewer g p ry se e collection system for the Northside Planned Unit Development. This report will determine the recommended sizing of the internal sanitary sewer system and the impact on the outlying sewer trunk lines. This report was prepared in accordance with the design criteria set forth in the City of Bozeman's Design Standards and Specifications Policy and the Montana Department of Environmental Quality Circular 2. Preliminary Conditions Summary The pre-development condition of the proposed 3.03-acre minor subdivision is vacant light manufacturing site with four existing structures on site. The Rouse Avenue 30" diameter sanitary sewer trunk main, constructed in 2004, runs south to north directly east of the site (see Figure 1), and will service the proposed Northside Planned Unit Development. Additionally, thre is a 15" diameter vitrified clay pipe (VCP) that runs east- west, to the north of the project site, that services the Revelations buildings. City design standards currently utilize an equivalent population of 28.06 people per acre with a flow rate of 2020 gallons/acre/day for a zoning designation of M-1. Additionally, an infiltration rate of 150 gpd/acre is incorporated into the design flow generation calculations. Basis of Calculations The calculations and recommendations within this report are based on the regulations set forth in the City of Bozeman Design Standards and Specifications Policy and Montana Department of Environmental Quality Circular 2. Calculations are provided in the appendix of this report. Conveyance Facilities An overview of the sanitary sewer layout for the Northside Planned Unit Development is shown in Figure 1. Design Flow Rates The Northside Planned Unit Development is approximately 3.03-acres in size, and upon full build-out, will include 4 buildings used for a combination of business and retail purposes. Table 1,below, shows the proposed uses of the four buildings along with the anticipated number of employees and square footages for the various uses. There will be no flow from industrial plants, major institutions or residential units into this sanitary sewer system. Using the City of Bozeman standard of an equivalent population of 28.06 people per acre with a flow rate of 2020 gallons/acre/day for a zoning designation of M-1, and the Ten States Standard recommended peaking factor of 4, the estimated peak hourly flow for the development is 0.04 cfs, or 24,855 gpd. This peak hourly flow rate is inclusive of an infiltration rate of 150 gallons/acre/day. Pagel of 3 E N G I N E E R I N G Northside Planned Unit u Developmgnt A 10.5 montana avenue partners, Ic 1 Northside—Sanita�y w.er-'Avestigati_on tumber 2005 BERT FIGURE 1�HMWWAFRF� �y {{{cM saw ,}.}} 3fIiii[iI'Lliil.i •r - _}� /BUILDING NO. 1 II BUILDING NO. 2 I 91 I i ! Aa -'J I L rr n, J UILDING NO. 4 * , ' �I BUILDING NO, 3Sol < . L - - - - +- — — — — — — — — o - - - - - - -� L — _ - -- - - - - I L - - - - - - - �. LEGEND NOR TH SIDE SUBDIVISION H SW 114 SECT/ON A T.28., R.&E., RMQL an""&wum'w=>omm GALLA TIN COUNTY, MONTANA �MOIM���INO sessususess PROM=SWTMT arm wn4m HKM Enpinwring Inc. -"- SA NI TA R Y SEWER `cr des Dr.,my u lie 2 ' ,e' 6601 N S YS TEM Bozeman,MT 59715 )406)58"834 40 0 40 80 FM i FAX)/06)586-1730 peal. tot aTe quo sooe wioa.R Ra aw.+a Northside Planned Unit Development 10.6 montana avenue partners, Ilc Northside—Sanitary Sewer Intigation • September 2005 North Side Planned Unit Development Building Proposed Use Area of Use (sf) #of Employees 1 Office 12,000 16 2 Dance 4705 6 Office 2300 10 3 Restaurant/Caf6 1522 6 Retail 5336 6 Office 4000 10 4 Gymnastics 16,970 30 (max. 12 at one time) Table 1—Northside Planned Unit Development—Proposed Land Use Currently, sanitary sewer services are provided to two of the four buildings (Buildings 2 and 4) and.connect to the 30" diameter Rouse Avenue trunk line. A service line will be installed from Building 1 north to the existing 15"diameter vitrified clay pipe, which currently serves the Revelations building, located west of the project site. A service line will be installed to connect Building 3 to the 30"trunk line on Rouse Avenue. The City of Bozeman Public Works Department is requiring the existing sanitary sewer service lines to be TV'd prior to occupancy of the buildings to ensure the services are structurally sound and were reconnected during the Rouse Avenue Sewer Main Replacement project. It is not proposed to install, or extend, any sewer main to service the Northside Subdivision, which exempts this project from Montana Department of Environmental Quality review. Additionally, no new manholes will be installed as a part of this project. Using Manning's Equation and the design slope, the 30"main has a full-flow capacity of approximately 34.10 cfs. The Northside Subdivision will contribute a maximum of 0.04 cfs (inclusive of infiltration), or 0.12% of the full flow capacity, to the 30"trunk line. Conclusion This report establishes the projected sanitary sewer flows for the Northside Planned Unit Development. The basis for this report is the Northside P.U.D. application of August 2005. Page 3 of 3 E N G I N E E R I N G Northside Planned Unit Developmgnt Al 0.7 montana avenue partners, Ic 4 Northside Planned Unit Develo ment A10.8 montana avenue partnefs, Ilc PEAK FLOW CALCULATIONS Northside Planned Unit u Development A 10.9 montana avenue partners, Ic Northside Planned Unit Develo m nt A10.10 montana avenue partners, Ilc North Side Planned Unit Development Bozeman, MT The following calculations are used to determine the mean sanitary sewer flow under developed conditions in the existing 30"diameter trunk line. Using Manning's Equation, the full flow capacity of the existing 30" diameter PVC Sewer line is: Qf„ii= (1.486/n)*A*R213*SI12,where n = 0.013 for PVC Pipe A= PI*rz = 4.91 ft2 P = 2*PI*r= 7.85 ft R = A/P = 0.63 ft S = 0.0069 Qfuu= 34.10 cfs Calculate the peak flow rate under developed conditions: Using the City standard of 28.06 people per acre (M1 Zoning) and a total of 3.02 Acres, the City's design generation rate of 72 gallons per capita per day and the Ten States Standard recommended peaking factor of 4.0, the estimated flow under peak conditions is: Included in the peak flow, is an infiltration rate of 150 gallons/acre/day Area = 3.02 Acres Qinfl.= 453.00 gpd Qmax = 24,855 gpd = 0.04 cfs Using the above parameters, velocity at peak flow in the 30"diameter pipe is: v = (1.486/n)*R213*S112 = 6.94 ft/sec Qmax/Qfull- 0.00 0.11% Northside Planned Unit Developm m gnt A 10.11 ontana avenue partners, Ic Northside Planned Unit Develo m nt A10.12 montana avenue partnevs,1lc • . • a b a �: x ... ..� • Appendix 11 Water Systems Report Y P Northside Planned Unit Develo nt montana avenue partnerpm ln,,' A11 .1 • Water Distribution Investigation For Northside Planned Unit Development Prepared For: Montana Avenue Partners 1006 West Main Street Bozeman, MT 59715 • Prepared By: HKM Engineering Inc. 601 Nikles Dr., Ste. 2 Bozeman, MT 59715 September 2005 04S498.101 Northside—Water Distribution Investigation September 2005 • Table of Contents Page Purpose ........................................................................................................................................... 1 ProjectOverview ............................................................................................................................ 1 PreliminaryConditions Summary................................................................................................... 1 Basisof Calculations....................................................................................................................... 1 HydraulicAnalysis.......................................................................................................................... 1 WaterDistribution System ............................................................................................................. 3 City of Bozeman Design Standards and Specifications Policy Compliance..................................4 Conclusion .....................................................................................................................................4 Figures Figure1 - Water System Plan ........................................................................................................2 Tables Table 1 -Northside Land Use Breakdown ....................................................................................3 • Table 2 -Northside Available Fire Flows ...................................................................................... 4 Appendix Appendix A -Water Modeling Results • Page i ENGINEERING Northside—Water Distribution Investigation September 2005 • Purpose This engineer's report is intended to address the water distribution system for the Northside Planned Unit Development. This report will determine the maximum demand within the project and the impact that will have on the overall water distribution system in Bozeman. This report was prepared in accordance with the design criteria set forth in the City of Bozeman's Design Standards and Specifications Policy and the Montana Department of Environmental Quality Circular 1.. Project Overview The Northside Planned Unit Development is a 5-lot minor subdivision an a 3.03-acre site, which will be comprised of a mix of office, retail, open space, and parking located in the southwest '/, Section 6, Township 2 South, Range 6 East,bordered by Oak Street on the south, Rouse Avenue on the east,railroad tracks on the North, and North Montana Avenue on the west. The Owner/Developer of the Project is Montana Avenue Partners, 1006 West Main Street, Bozeman, MT 59715. Preliminary Conditions Summary The pre-development condition of the proposed 3.03-acre minor subdivision is a vacant light- manufacturing site(zoned M-1) with four existing structures on site. Current water mains and stubs in the area include a 10"diameter ductile iron pipe(D.I.P)that runs north-south within Rouse Avenue, a 12"diameter D.I.P that runs east-west along Oak Street, a 12"diameter D.I.P that runs north-south along the projection of North Montana Avenue, and a 10"diameter cast iron pipe.that bisects the parcel east-west and supplies water to the Revelations site. Figure 1 shows the locations of the existing mains and proposed service line connections. Basis of Calculations The calculations and recommendations within this report are based on the regulations set forth in the City of Bozeman Design Standards and Specifications Policy and the Montana Department of Environmental Quality Circular 1. Calculations are provided in the appendix of this report. Hydraulic Analysis The University of Kentucky Network Modeling Program, Pipes2000',was used to forecast domestic and fire protection demands for the Northside Subdivision. Processed output from the water-modeling program is included within the appendix of this report. This modeling was calculated by assigning junction nodes within the subdivision with demands for average day and maximum day flows. The peaking factors for these cases were 1 and 2.5, respectively. Page 1 ENGINEERING YpgOp.a,41.G0 UILDING I i EfE-4754M BUILDING NO. 2 t, ` irE.475A41 r i N�1 I Z ri-nyy,,u I I Y 0.�a)A jp NSW NEW ' \ EIGCT LOCATION / \ AND ME TO BE _ 1 -----� FRONDED ql � � 1 � FPIAL 4TE �,.. 1 1 n ., IG aro 1 N 47 E7tACT LOCATION AND 512E ON BE ! I \ 1 PROMOFD TE KAK . ..UILDING•N0. 4 r>;;. IrE.47" I - - I 47� I WATER SERNCE , 4 I EXACT LOCATONON SI7E TO 6Er,'7:. ' BAN. I I I I I I I BUILDING NO. 3 I I EJE-47MM I n ora � 4v 0.�a1a},26 4756 \ O - - _ - _ - I � TEL t I I I - - - - -� L - - - - - - - - J L - - - - - - - - I I I I I I I 14 i I I NOR THS/DE SUBDIVISION ' SW 114 SECT/ON 6, T.2.5., R.S.E., P.M.M. GALLA TIN COUNTY, A/ONTANA olwualwo -N- WA TER S YS TEM ft%Sslord Mg. 601 Dr.Suite 2 PL A N tioaetnon Mrw]5 (4m)5e&m FIGURE I FAX(406)96-17W 40 0 40 80 6 scale feet OATS: "2M PRO=N0.04SUM01 Capygll 0 no1101 Engaw4A�p ka.,N Rib R�aterad. Northside Water Distribution Investigation September 2005 Water Distribution System Building 1 CTA Architects will occupy building 1 with approximately 16 to 20 full-time employees. This building will be equipped with a sprinkler fire suppression system. Two water services will be run to Building 1 —one for standard water service and a second to feed the fire suppression system. These services will connect to the existing 10"diameter cast iron main,which bisects the property, via saddle taps. Building 2 Building 2 will consist of leased office space with approximately 25 full-time employees. At the time of this report, it is unknown whether this building will be equipped with a sprinkler fire ' suppression system. The water service(s)will connect to the existing 10"diameter cast iron pipe that bisects the property via saddle taps. Building 3 Building 3 will consist of a mix of office space,retail space and a coffee shop with approximately 12 full-time retail employees and 10 full-time business employees. At the time of this report, it is unknown whether this building will be equipped with a sprinkler fire suppression system. The water service(s)will connect to the existing 10"diameter cast iron pipe that bisects the property via saddle taps. Building 4 Lone Mountain Gymnastics will occupy building 4 with approximately 30 employees, with a maximum of 12 employees working at one time. This building will be equipped with a sprinkler fire suppression system. Two water services will be run to Building 4—one for standard water service and a second to feed the fire suppression system. These services will connect to the existing 12"diameter ductile iron main that runs north-south along N. Montana Avenue. Table 1,below, summarizes the proposed uses of the buildings and the anticipated number of employees for each use. Table 1 —Northside Land Use Breakdown ROOM 1 Office 12,000 16 2 Dance 4705 6 Office 2300 10 3 Restaurant/Cafe 1522 6 Retail 5336 6 Office 4000 10 4 Gymnastics 16,970 30 (max. 12 at one time) Page 3 E N G IN E E R I N Northside—Water Distribution Investigation September 2005 • Input data into the model was based on the proposed land use types and an estimated number of employees/customers to the related use,which amounted to 4gpm being added to the city-wide water demand. Results from the Pipes20006(summarized in Table 2) indicate a city-wide demand of 3903 gpm (4 gpm from Northside subdivision)with available fire flows, adjacent to the project, of approximately 2584 gpm,under"simulated average day demand conditions. Additionally, the results indicate a city-wide demand of 9759 gpm with available fire flow, adjacent to the project, of approximately 2236 gpm, under simulated peak day demand conditions. This projected available fire flow condition is more than adequate to serve the proposed land uses of the subdivision. Table 2—Northside Available Fire Flows ' �> ide iced t:De elo ent r gtol ukide3D�dra, aabeireFlo � Average Day 3903 2584 Peak Day 9759 2236 The Northside Subdivision will have no impact on the City's water distribution system, as the buildings were previously serviced by the City's water system, and only recently were the . services abandoned. City of Bozeman and MDEO Policy Compliance The water distribution system, for the North Side Planned Unit Development, is in full compliance with the City of Bozeman Design Standards and Specifications Policy and the Montana Department of Environmental Quality Circular 1. No new water mains, or extensions of existing water mains, will be installed as a part of this project, which makes it exempt from MDEQ review. Conclusion This report establishes the projected water demands required from the Northside Planned Unit Development on the City of Bozeman water supply. The basis for this report is the Northside P.U.D. application of September 2005. • Page 4 ENGINEERING WATER MODELING RESULTS • • 30:10 i8821'4 -------------------------------------------------------------------------- 63ii.li" d;o^V— ..................... ............... �r bi��ds * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * ` * * * University of Kentucky Network Modeling Software * * * Copyrighted by KPFS 1998 * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Thu Sep 29 12:15:21 2005 INPUT DATA FILENAME -------------- H:\04\S498101\WATERM-1\NorthSid.DT2 TABULATED OUTPUT FILENAME -------- H:\04\S498101\WATERM-1\NorthSid.OT2 POSTPROCESSOR RESULTS FILENAME --- H:\04\S498101\WATERM-1\NorthSid.RS2 U N I T S S P E C I F I E D FLOWRATE . . . . . . . . . . . . = gallons/minute HEAD (HGL) . . . . . . . . . . = feet PRESSURE . . . . . . . . . . . . = psig O U T P U T O P T I O N D A T A OUTPUT SELECTION: THE FOLLOWING RESULTS ARE INCLUDED IN THE TABULATED OUTPUT ALL CLOSED PIPES ARE NOTED • ALL PIPES WITH PUMPS i. FOLLOWING PIPES 5302 5303 6301 6302 6317 6321 6322 6323 6324 6330 ` P-17 P-18 FOLLOWING JUNCTION NODES 5301 5302 6301 6310 6314 6320 6321 6322 6323 MAXIMUM AND MINIMUM PRESSURES = 20 MAXIMUM AND MINIMUM VELOCITIES = 20 S Y S T E M C O N F I G U R A T I O N NUMBER OF PIPES . . . . . . . . . . . . . . . . . . . (p) = 866 NUMBER OF END NODES . . . . . . . . . . . . . . . (j) = 583 NUMBER OF PRIMARY LOOPS . . . . . . . . . . . (1) = 280 NUMBER OF SUPPLY NODES : . . . . . . . . . . . (f) = 4 NUMBER OF SUPPLY ZONES . . . . . . . . . . . . (z) = 1 *** WARNING *** • A PORTION OF THE SYSTEM IS DISCONNECTED FROM A FGN BY CLOSED LINES **** A FIX WILL BE ATTEMPTED FOLLOWING JUNCTION NODES ARE DISCONNECTED FROM THE SYSTEM 5 11 : Pu-1 : @-Pu-2 : @-Pu-3 PIPE NO. 5221 HAS BEEN OPENED TO REMOVE THE DISCONNECTION RESULTS OBTAINED AFTER 36 TRIALS: ACCURACY = 0.00004 S I M U L A T I O N D E S C R I P T I O N (L A B E L) CyberNet Version 2.18 . Copyright 1991,92 Haestad Methods Inc. Run Description: AVERAGE DAY-ENTIRE SYSTEM-1994 Drawing: BWATER P I P E L I N E R E S U L T S STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N A M E #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) ----------------------------------------------------------------------------------------- 5302 5301 6301 108.82 0.01 0.00 0.17 0.01 0.01 5303 5302 5301 109.82 0.19 0.00 0.45 0.17 0.17 6301 6301 6314 -241.12 0.08 0.00 0.38 0.07 0.07 6302, 6203 6322 -337.94 0.77 0.00 0.96 0.34 0.34 6317 6302 6314 230.34 0.07 0.00 0.37 0.07 0.07 6321 6323 6324 1.00 0.00 0.00 0.03 0.00 0.00 6322 6301 6323 3.00 0.00 0.00 0.01 0.00 0.00 6323 6301 6322 339.94 0.10 0.00 0.96 0.34 0.34 6324 6322 6321 1.00 0.00 0.00 0.00 0.00 0.00 6330 6323 6320 1.00 0.00 0.00 0.00 0.00 0.00 P-17 6310 6314 -7.27 0.03 0.00 0.05 0.00 0.00 P-18 6314 5302 -18.05 0.12 0.00 0.12 0.01 0.01 FOLLOWING ADDITIONAL PIPES ARE CLOSED 5220 5803 5902 8216 8219 9206 10307 10320 11307 13503 P-10 P U M P/L 0 S S E L E M E N T R E S U L T S INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL #PUMPS #PUMPS NPSH NAME FLOWRATE- HEAD HEAD HEAD ENCY POWER COST COST PARALLEL SERIES Avail. (gpm) (ft) (ft) (ft) (%-) (Hp) ($) ($) (ft) -- ------------------------------------------------------------------------------------------ FOLLOWING ADDITIONAL PIPES ARE CLOSED FOLLOWING ADDITIONAL PIPES ARE CLOSED E N D N O D E R E S U L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) --------------------- --------------------------------------------------------- 5301 1.00 5089.37 4738.00 351.37 152.26 5302 2.00 5089.56 4751.00 338.56 146.71 6301 7.00 5089.36 4736.00 353 .36 153 .12 6310 0.00 5089.42 4755.00 334.42 144'.91 6314 0.00 5089.44 4750.00 339.44 147.09 6.320 1.00 5089.36 4748.00 341.36 147.92 6321 1.00 5089.26 4748.00 341.26 147.88 6322 1.00 5089.26 4749.00 340.26 147.45 6323 1.00 5089.36 4747.00 342.36 148.36 M A X I M U M A N D M I N I M U M V A L U E S P R E S S U R E S JUNCTION MAXIMUM JUNCTION MINIMUM NUMBER PRESSURES NUMBER PRESSURES (psi) (psi) --------------------- --------------------- 4709 2209.37 T4-HT 2.17 5711 2209.01 5705 14.56 5713 2208.79 41112 15.60 7910 2208.72 41202 15.60 7915 2208 .71 RV-2 15.60 7909 2208.71 5703 16.00 7911 2208.70 41101 17.32 7813 2208.70 41201 17.77 7808 2208.70 5750 18.89 7912 2208.70 71101 28.09 7913 2208.69 5701 29.29 7809 2208.67 5707 31.45 7812 2208 .67 71001 32.00 7917 2208.65 5709 34.78 7810 2208.65 71002 35.03 9419 2204.91 71102 35.89 9413 2204 .89 71003 38.50 13501 2204 .88 5718 40.16 13502 2204.88 5719 40.89 9414 2204.87 5702 41.01 V E L O C I T I E S PIPE MAXIMUM PIPE MINIMUM NUMBER VELOCITY NUMBER VELOCITY (ft/s) (ft/s) P-20 31.46 11533 0.00 P-22 31.46 71002 0.00 P-15 11.05 11424 0.00 P-21 11.05 11507 0.00 6516 2.10 10403 0.00 P-6 2.08 7001 0.00 WW-100 2.08 7002 0.00 6517 1.99 7003 0.00 7610 1.97 11405 0.00 4503 1.94 6324 0.00 7708 1.94 • 7120 0.00 5721 1.93 7121 0.00 5601 1.90 6714 0.00 6520 1.87 7119 0.00 5720 1.82 6104 0.00 7612 1.79 6105 0.00 7613 1.79 6330 0.00 6521 1.79 11512 0.00 41101 1.71 7114 0.01 7204 1.68 7115 0.01 R E G U L A T I N G V A L V E R E P O R T VALVE VALVE VALVE VALVE UPSTREAM DOWNSTREAM THROUGH LABEL TYPE SETTING STATUS PRESSURE PRESSURE FLOW (psi or gpm) (psi) (psi) (gpm) ------------------------------------------------------------------------------- RV-2 PRV-1 15.60 ACTIVATED 61.52 15.60 267.90 RV-5 PRV-1 62.30 ACTIVATED 146.01 62.30 10.00 RV-CW PRV-1 51.00 CLOSED 134.85 51.08 0.00 RV-D2 PRV-1 64.20 CLOSED 142.94 73.86 0.00 RV-D8 PRV-1 59.20 CLOSED 142.94 73.86 0.00 RV-G2 PRV-1 75.00 CLOSED 154 .19 154.20 0.00 RV-G6 PRV-1 70.00 CLOSED 154.19 . 154.20 0.00 RV-HI-n PRV-1 84.40 CLOSED 162.16 129.91 0.00 RV-HI-s PRV-1 122.00 CLOSED 129.91 162.16 0.00 RV-H4-n PRV-1 79.40 CLOSED 162.16 129.91 0.00 RV-H4-s PRV-1 107.00 CLOSED 129.91 162.16 0.00 RV-H8-n PRV-1 74.40 CLOSED 162.16 129.91 0.00 RV-H8-s PRV-1 112.00 CLOSED 129.91 162.16 0.00 RV-HW2 PRV-1 63.40 CLOSED 142.07 72.90 0.00 RV-HW3/4 PRV-1 68.40 CLOSED 142.07 72.90 0.00 • RV-HW6 PRV-1 58 .40 CLOSED 72.90 142.07 0.00 RV-M4 PRV-1 75.00 CLOSED 147.71 147.70 0.00 RV-M8 PRV-1 70.00 CLOSED 147.71 147.70 0.00 RV-01 PRV-1 81.80 CLOSED 154.80 86.10 0.00 RV-04 PRV-1 76.80 CLOSED 154.80 86.10 0.00 RV-08 PRV-1 71.80 CLOSED 154.80 86.10 0.00 RV-P1 PRV-1 89.50 CLOSED 130.61 93.77 0.00 RV-P4 PRV-1 84 .50 CLOSED 130.61 93.77 0.00 RV-P8 PRV-1 79.50 CLOSED 130.61 93.77 0.00 RV-PU1 PRV-1 95.00 WIDE OPEN 157.89 157.89 0.00 RV-PU6 PRV-1 85 .00 WIDE OPEN 157.89 157.89 0.00 RV-SD2 PRV-1 65.20 CLOSED 143 .91 74.72 0.00 RV-SD6 PRV-1 60.20 CLOSED 143.91 74.72 0.00 RV-WW1 PRV-1 89.00 ACTIVATED 144.55 89.00 77.01 RV-WW4 PRV-1 84.00 ACTIVATED 149.55 84.00 432.89 RV-WW8 PRV-1 71.80 CLOSED 149.70 83.85 0.00 S U M M A R Y O F I N F L O W S A N D O U T F L O W S W INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE -------------------------------------------- Tl-TP 297.90 T2-SD 2141.83 T3-LC' 96.00 T4-HT 1368 .17 NET SYSTEM INFLOW = 3903 .90 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 3903 .90 FireFlow/Hydrant Report Fireflow/Hydrant Repo At Specified Minimum Pressure(psi or kPa) : 20.00 mum Static Pressure(psi or kPa) : 30.00 Flow-1: Flowrate to maintain the specified pressure at (hydrant) node Node-2: Node that has a lower pressure than specified value at Flow-1 Flow-2: Flowrate to maintain the specified pressure at Node-2 Hydrant Elevation Demand Static Flow-1 Flow-2 Node-2 Node gpm Pressure gpm gpm nside-fh 4753 .0 0.0 145.8 2584.6 t i,.vG` . �aY Cohd�.EyO�i • ------------------------------- Pipe2000 Hydrant Report ------------------------------- Oem Name: NorthSide_Water-model ling.P2K Date: 9/29/2005 l: nside-fh [Analysis] Static Prs: 125.4 Fireflow: 2236.2 FF Prs: 20 Static Pressure: 125.4 Fireflow: 2236.2 I • reqk V., ".& * * * * * * * * * * AP I * * * * * * * * * * * P E 4 r.A.) * University of Kentucky Network Modeling Software * * • * Copyrighted by KPFS 1998 * Version 2.000 - 04/24/2003 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Thu Sep 29 12:21:41 2005 .INPUT DATA FILENAME -------------- H:\04\5498101\WATERM-1\NorthSid.DT2 TABULATED OUTPUT FILENAME -------- H:\04\54%98101\WATERM-1\NorthSid.OT2 POSTPROCESSOR RESULTS FILENAME --- H:\04\S498101\WATERM-1\NorthSid.RS2 U N I T S S P E C I F I E D FLOWRATE . . . . . . . . . . . . = gallons/minute HEAD (HGL) . . . . . . . . . . = feet PRESSURE . . . . . . . . . . . . = psig O U T P U T O P T I O N D A T A OUTPUT SELECTION: THE FOLLOWING RESULTS ARE INCLUDED IN THE TABULATED OUTPUT ALL CLOSED PIPES ARE NOTED • ALL PIPES WITH PUMPS FOLLOWING PIPES 5302 5303 6301 6302 6317 6321 6322 6323 6324 6330 P-17 P-18 FOLLOWING JUNCTION NODES 5301 i .5302 6301 6310 6314 6320 6321 6322 6323 MAXIMUM AND MINIMUM PRESSURES - 20 MAXIMUM AND MINIMUM VELOCITIES = 20 S Y S T E M C 0 N F I G. 0 R A T I O N NUMBER OF PIPES . . . . . . . . . . . . . . . . . . . (p) = 866 NUMBER OF END NODES . . . . . . . . . . . . . . . (j) _ .583 NUMBER OF PRIMARY LOOPS . . . . . . . . . . . (1) = 280 NUMBER OF SUPPLY NODES . . . . . . . . . . . . (f) = 4 NUMBER OF SUPPLY ZONES . . . . . . . . . . . . (z) = 1 WARNING • • A PORTION OF THE SYSTEM IS DISCONNECTED FROM A FGN BY CLOSED LINES **** A FIX WILL BE ATTEMPTED FOLLOWING JUNCTION NODES ARE DISCONNECTED FROM THE SYSTEM 5311 Pu-1 @-Pu-2 @-Pu-3 PIPE NO. 5221 HAS BEEN OPENED TO REMOVE THE DISCONNECTION RESULTS OBTAINED AFTER 28 TRIALS: ACCURACY = 0.00063 S I M U L A T I O N D E S C R I P T I O N (L A B E L) CyberNet Version 2.18 . Copyright 1991,92 Haestad Methods Inc. Run Description: AVERAGE DAY-ENTIRE SYSTEM-1994 Drawing: BWATER I P I P E L I N E R E S U L T S STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE P I P E NODE NUMBERS FLOWRATE , HEAD MINOR LINE HL+ML/ HL/ N A M E #1 #2 LOSS LOSS VELD. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) ----------------------------------------------------------------------------------------- 5302 5301 6301 270.02 0.05 0.00 0.43 0.06 0.06 • 5303 5302 5301 272.52 1.01 0.00 1.11 0.90 0.90 6301 6301 6314 -597.76 0.43 0.00 0.95 0.39 0.39 6302 6203 6322 -837.78 4.15 0.00 2.38 1.83 1.83 6317 6302 6314 571.24 0.40 0.00 0.91 0.36 0.36 6321 6323 6324 2.50 0.00 0.00 0.06 0.02 0.01 6322 6301 6323 7.50 0.00 0.00 0.03 0.00 0.00 6323 6301 6322 842.78 0.55 0.00 2.39 1.85 1.85 6324 6322 6321 2.50 0.00 0.00 0.01 0.00 0.00 6330 6323 6320 2.50 0.00 0.00 0.01 0.00 0.00 P-17 6310 6314 -18.31 0.15 0.00 0.12 0.01 0.01 P-18 6314 5302 -44.83 0.62 0.00 0.29 0.06 0.06 FOLLOWING ADDITIONAL PIPES ARE CLOSED 5220 5803 5902 8216 8219 9206 10307 10320 11307 13503 P-10 P U M P/L 0 S S E L E M E N T R E S U L T S INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL #PUMPS #PUMPS NPSH NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST PARALLEL SERIES 4vail. (gpm) (ft) (ft) (ft) (o) (Hp) ($) ($) (ft) -- --------------=---------------------------------------- --------------1------------------- FOLLOWING ADDITIONAL PIPES ARE CLOSED FOLLOWING ADDITIONAL PIPES ARE CLOSED • E N D N O D E R E S U L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ---------------------------------------------------- -------------------------- 5301 2.50 5042.39 4738.00 304.39 131.90 5302 5.00 5043 .40 4751.00 292.40 126.70 6301 17.50 5042.34 4736.00 306.34 132.75 6310 0.00 5042.63 4755.00 287.63 124.64 6314 0.00 5042.77 4750.00 292.77 126.87 6320 2.50 5042.34 4748.00 294.34 127.55 6321 2.50 5041.79 4748.00 293.79 127.31 6322 2.50 5041.79 4749.00 292.79 126.88 6323 2.50 5042.34 4747.00 295.34 127.98 MAXIMUM AND MINIMUM VALUES P R E S S U R E S JUNCTION MAXIMUM JUNCTION MINIMUM NUMBER PRESSURES NUMBER PRESSURES (psi) (psi) 4709 2206.57 T4-HT 2.17 • 5711 2204.62 5705 11.86 5713 2203 .46 41112 15.59 7910 2203.07 41202 15.60 7915 2203.00 RV-2 15.60 7909 2202.97 5703 15.88 7911 2202.96 5750 16.19 7813 2202.94 41101 17.27 7808 2202.93 41201 17.76 7912 2202.92 71101 21.97 7913 2202.90 71001 25.95 7809 2202.77 5701 26.59 7812 2202.76 5707 28.73 7810 2202.67 71002 28.98 7917 2202.66 71102 29.80 9419 2182.38 5709 31.43 9413 2182.30 71003 32.45 13501 2182.21 .5720 37.58 13502 2182.21 5718 37.60 9414 2182.18 5719 37.72 V E L O C I T I E S PIPE MAXIMUM PIPE MINIMUM NUMBER VELOCITY NUMBER VELOCITY (ft/s) (ft/s) --------------------- --------------------- P-20 33 .91 71002 0.00 P-22 33 .81 8210 0.00 • P-15 29.05 11424 0.00 P-21 29.05 11533 0.00 8229 10.40 11405 0.00 8231 10.40 10403 0.01 . 9216 10.28 7108 0.01 9217 10.28 6324 0.01 6516 5.22 6714 0.01 P-6 4.99 .11507 0.01 WW-100 4.99 6330 0.01 6517 4.97 i 11512 0.01 7610 4.90 7309 0.02 4503 4.84 11430 0.02 7708 4.82 10315 0.02 5721 4.81 11302 0.02 • 5601 4 .73 9604 0.02 6520 4.65 7113 0.02 5720 4.54 11505 0.02 7612 4.46 11516 0.02 R E G U L A T I N G V A L V E R E P O R T VALVE VALVE VALVE VALVE UPSTREAM DOWNSTREAM THROUGH LABEL TYPE SETTING STATUS PRESSURE PRESSURE FLOW (psi or gpm) (psi) (psi) (gpm) ------------------------------------------------------------------------------- RV-2 PRV-1 15.60 ACTIVATED 61.44 15.60 667.99 RV-5 PRV-1 62.30 ACTIVATED 123 .12 62.30 25.00 RV-CW PRV-1 51.00 CLOSED 112.18 51.07 0.00 RV-D2 PRV-1 64.20 CLOSED 120:07 69.65 0.00 RV-D8 PRV-1 59.20 CLOSED 120.07 69.65 0.00 RV-G2 PRV-1 75.00 CLOSED 153 .35 153.80 0.00 RV-G6 PRV-1 70.00 CLOSED 153.35 153.80 0.00 RV-HI-n PRV-1 84.40 CLOSED 137.74 129.39 0.00 RV-H1-s PRV-1 .122.00 CLOSED 129.39 137.74 0.00 RV-H4-n PRV-1 79.40 CLOSED 137.74 129.39 0.00 RV-H4-s PRV-1 107.00 CLOSED 129.39 137.74 0.00 RV-H8-n PRV-1 74.40 CLOSED 137.74 129.39 0.00 RV-H8-s PRV-1 112.00 CLOSED 129.39 137.74 0.00 RV-HW2 PRV-1 63 .40 CLOSED 119.20 68.31 0.00 RV-HW3/4 PRV-1 68.40 ACTIVATED 119.10 68.40 3.45 RV-HW6 PRV-1 58.40 CLOSED 68.31 119.20 0.00 • RV-M4 PRV-1 75.00 CLOSED 147.75 147.30 0.00 RV-M8 PRV-1 70.00 CLOSED 147.75 147.30 0.00 RV-01 PRV-1 81.80 ACTIVATED 127.44 81.80 25.16 RV-04 - PRV-1 76.80 CLOSED 128.74 80.50 0.00 RV-08 PRV-1 71.80 CLOSED 128 .74 80.50 0.00 RV-P1 PRV-1 89.50 ACTIVATED 128.70 89.50 25.46 RV-P4 PRV-1 84.50 CLOSED 130.02 88.17 0.00 RV-P8 PRV-1 79.50 CLOSED 130.02 88.17 0.00 RV-PU1 PRV-1 95.00 WIDE OPEN 137.54 137.54 0.00 RV-PU6 PRV-1 85.00 WIDE OPEN 137.54 137.54 0.00 RV-SD2 PRV-1 65.20 CLOSED 121.11 70.1.1 0.00 RV-SD6 PRV-1 60.20 CLOSED 121.11 70.11 0.00 RV-WW1 PRV-1 89.00 ACTIVATED 111.21 89.00 82.77 RV-WW4 PRV-1 84.60 ACTIVATED 116.21 84.00 1137.91 RV-WW8 PRV-1 71.80 CLOSED 117.09 83.12 0.00 S U M M A R Y O F I N F L O W S A N D O U T F L O W S W INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE -----------------------------------=-------- T1-TP 742.99 T2-SD 5340.48 T3-LC 265.46 OF 4-HT 3410.81 NET SYSTEM INFLOW = 9759.75 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 9759.75 ------------- ------------------------------------------------------- ----------- FireFlow/Hydrant Report Fireflow/Hydrant Report, 0 Specified Minimum Pressure(psi or kPa) : 20.00 M' imum Static Pressure(psi or kPa) 30.00 iow-1: Flowrate to maintain the specified pressure at (hydrant) node Node-2: Node that has a. lower pressure than specified value at Flow-1 Flow-2: Flowrate to maintain the specified pressure at Node-2 Hydrant Elevation Demand Static Flow-1 Flow-2 Node-2 Node gpm Pressure gpm gpm nside-fh 4753.0 0.0 125.4 2236.2 Ree& b aY r;le F(o.✓ a,14, ir<< i • � . • b b 7 x � N • Appendix 12 Traffic Report Northside Planned Unit Developmeln m t Al 2.1 ontana avenue partners, Ic • II Traffic Impact Study For , + Northside Subdivision Commercial Development Prepared For: Montana Avenue Partners, LLC 1006 West Main Street Bozeman, MT 59715 Prepared By: ION E N G E E R I IN HKM Engineering Inc. 601 Nikles Dr., Ste. 2 Bozeman, MT 59715 September 2005 04S498.101 Traffic Impact Study Northside Subdivision Cwercial Development Bozeman, Montana TABLE OF CONTENTS I. Introduction......................................................................................................................... 5 II. Existing Conditions...........................:.......................................:.......................................... 5 AreaRoadways................................................................................................................... 5 SiteAccess......................................................................................................................... 8 StudyIntersections.............................................................................................................. 9 Adjacent Transportation Projects ...................................................................................... 11 III. Traffic Projections.......................................................................................................... 11 BackgroundTraffic............................................................................................................ 11 TripGeneration................................................................................................................. 13 InternalTrip Capture......................................................................................................... 15 TripClassifications............................................................................................................ 16 Trip Distribution and Assignments..................................................................................... 18 IV. Operational Analysis...................................................................................................... 24 Intersection Capacity and L ..... . WarrantAnalysis............................................................................................................... 27 V. Conclusions and Recommendations ............................................................................. 27 I I I September 2005 Page 2 _ _s. • Traffic Impact Study Northside Subdivision Caercial Development Bozeman, Montana I LIST OF TABLES Table 1. Northside Subdivision Expected Trip Generation........................................................ 15 Table 2. Trip Type Classifications ............................................................................................ 18 Table 3. Level-of-Service Criteria............................................................................................. 24 Table 4. Level of Service Criteria, Intersection Capacity Utilization Factor............................... 25 iTable 5. Level of Service Summary, Oak at Rouse.................................................................. 26 Table 6. Level of Service Summary, Signalized Intersection.................................................... 27 LIST OF FIGURES Figure1. Vicinity Map................................................................................................................. 6 Figure2. Site Plan ..................................................................................................................... 7 Figure 3. Lane Configuration and Intersection Control ............................................................. 10 Figure 4. Existing Peak Hour Traffic Volumes.......................................................................... 12 Figure 5. Trip Distribution Percentages.................................................................................... 20 Figure 6. Northside Subdivision Primary Trip Assignments...................................................... 21 Figure 7. Northside Subdivision Pass-By Trip Assignments..................................................... 22 Figure 8. Background Plus Site Traffic..................................................................................... 23 APPENDIX - SECTION ONE Traffic Data APPENDIX - SECTION TWO Operational Analyses September 2005 Page 3 -- • Traffic Impact Study Northside Subdivision Caercial Development Bozeman, Montana EXECUTIVE SUMMARY The proposed Northside Subdivision commercial development encompasses approximately 3.03 acres on the northwest comer of the North Rouse Avenue and Oak Street intersection in Bozeman, MT. The site is proposed to incorporate approximately 21.0 thousand square feet (ksf) of office space, 7.3 ksf of retail space, and 17.0 ksf for a gymnastics studio and pool. The site is expected to be developed in three phases, with occupancy in early to mid 2006. Access to the site will be through two,site driveways; one along North Rouse Avenue, and one along Oak Street. The Oak Street driveway is the extension of Montana Avenue from the south, and will terminate within the development. The site is projected to generate approximately 127 trips in the PM peak hour. A portion of these trips are expected to be pass-by type trips, which are already traveling on the adjacent street system. No diverted trips are anticipated by the development of this site. An on-site circulation aisle is proposed between the North Rouse Avenue driveway and the Oak Street driveway (Montana Avenue), which will separate the various uses and provide effective circulation. Analysis of the intersection of North Rouse Avenue and Oak Street indicate that the intersection currently operates as level-of-service (LOS) F.,regardless of proposed site traffic, and that the west leg of the intersection exhibits capacity problems for the eastbound left turning movement. A warrant analysis performed on this intersection suggests that the intersection currently meets MUTCD Warrant 3A - Peak Hour Volumes. A reconstruction project currently underway by the Montana Department of Transportation (MDT) is expected to review intersections along North Rouse Avenue and install signalization as needed. Analysis of the site driveways indicates that the driveways can be expected to operate at satisfactory LOS's. The proposed development is not expected to adversely affect the adjacent street network. Site generated trips will add to the existing capacity problems at the North Rouse Avenue / Oak Street intersection, however as noted, this intersection is expected to be improved by the current MDT reconstruction project. September 2005 Page 4 t_. _1, _ _ • Traffic Impact Study Northside Subdivision CWercial Development Bozeman, Montana I. Introduction This traffic study evaluates the traffic impacts and site access needs associated with the development of the 3.03 acre Northside Subdivision commercial development located on the northwest corner of the intersection of North Rouse Avenue and Oak Street in Bozeman, MT. The Northside Subdivision is legally described as the tract of land in a portion of the SW 1/4 of Section 6, T2S, R6E, Gallatin County, Montana. A vicinity map depicting the location of the subdivision relative to the Bozeman area transportation system is depicted in Figure 1. The parcel is currently unoccupied, but contains several buildings that will be incorporated into the new development. The Northside Subdivision is proposed to incorporate approximately 21,000 square feet (SF) of general office and single tenant office use, approximately 7,300 SF of retail including a coffee retailer, and approximately 17,000 SF for a gymnastics center including an indoor swimming pool. Each of these uses is expected to be spread over 4 separate buildings within the proposed development. The site is expected to be developed during a single phase of development with occupancy beginning in 2006. A conceptual site map depicting the proposed subdivision layout is presented in Figure 2. The current zoning for the parcel is "light manufacturing" (M-1). The site is generally surrounded by similar uses. II. Existing Conditions AREA ROADWAYS Regional and direct access to the Northside Subdivision will be provided through the area's existing roadway network. Located just north of the proposed subdivision is Interstate 90 which overpasses North Rouse Avenue. No direct access to Interstate 90 is provided within the immediate vicinity of the subdivision. Located just to the east is North 7th Avenue (U-1207), a principal arterial within the Bozeman area transportation network. Located just to the south is East Main Street (US 191, a.k.a. P-50), also a principal arterial within the Bozeman area transportation network. September 2005 Page 5 e r t I f�- Northside Subdivision Commercial Development �1�' • � � r��. � IJII�� L lllii�lllllla-II + +�-itr# rIt • 11-:1I I!IlI�l� � � r��i %I� Iriia?==■_�__�_� . �.___:� .�.. 1�• :,L�M �' 11.����..-�i(ii�i�rriii_�irri�r,r+I ��- ti�l�_ � �` .l•• r�, I� I�'��l i1ri= ���ri`,�ra 111 ir7rirrli n�i •'�w rl'irl"irii�ii■ir -If I: ���- �� �'ll.�•'�- Ill,f_'�I;I,fllfllll.11l■II,I;I1�1�� ,r .. i fT ;Ri�lirl�l,lllllir; . riuiriri iiir�iiril� 11 Now, t . Traffic Impact Study Northside Subdivision C ercial Development Bozeman, Montana Figure 2. Site Plan i Office I 1 r/ • Office NORTH t NOT to Scale > I Gym. r I I j Pool Gymnastics ,: i; Z Center ' le � f Office / Retail Oak Street September 2005 Page 7 .- Traffic Impact Study Northside Subdivision Caercial Development Bozeman, Montana North Rouse Avenue, located adjacent to and east of the proposed development, is a north- south principal arterial within the Bozeman area transportation network and a State primary route (P-86). Adjacent to the proposed development, North Rouse Avenue is paved with unimproved shoulders, and consists of a single lane in each direction. A left turn lane has been installed on the south leg (northbound direction) of the intersection of North Rouse Avenue and Oak Street. The estimated average daily traffic (ADT) for North Rouse Avenue just north and just south of Oak Street are 7500 vehicles per day (vpd) and 11600 vpd, respectively, based on 24-hour tube counts. Oak Street, located adjacent to and south of the proposed development, is an east-west principal arterial within the Bozeman area transportation network. Adjacent to the proposed development, Oak Street is paved with improved shoulders, and consists of a single lane in each direction. A left turn lane has been installed on the west leg (eastbound direction) of the intersection of North Rouse Avenue and Oak Street. Oak Street does not continue to the east of this intersection, but rather becomes a private driveway to an existing business. Both Oak Street and this private drive are stop controlled at North Rouse Avenue. The estimated ADT for Oak Street just west of North Rouse Avenue is 6600 vpd based on 24-hour tube counts. A straight line extension of North Montana Avenue from the south is expected to become the southern driveway entrance to the proposed development. Further extension of North Montana Avenue to the north of this development is not considered feasible due to the location of an existing on-site building as well as the location of Interstate 90 immediately north of the proposed development. As such, North Montana Avenue is assumed to terminate within the proposed development, acting as an internal subdivision roadway. SITE ACCESS Two major site access points are proposed for the planned development. The first driveway will be located along the southern boundary of the development and will enter the site from Oak Street concurrently with the straight line projection of North Montana Avenue. The second site driveway will be located along the eastern boundary of the development and will enter the site from North Rouse Avenue. Both site driveways are expected to be developed at street level with September 2005 Page 8 Traffic Impact Study Northside Subdivision Cowercial Development Bozeman, Montana curb returns, ADA approved sidewalk ramps, and with stop bars and stop control. No other access to the site is anticipated. The site driveway at Oak Street is proposed to restrict left turning movements from the Oak Street driveway (Montana Avenue) onto Oak Street as a condition of access as specified by the City of Bozeman. Full access from Oak Street into this driveway will be permitted. The site driveway at North Rouse Avenue is expected to incorporate full movement. STUDY INTERSECTIONS A scoping discussion was conducted with the City of Bozeman to determine the extent of evaluation required for this development. Based on this conversation, only the existing intersection of North Rouse Avenue and Oak Street was considered necessary for study, as well as the two proposed driveways onto Oak Street and onto North Rouse Avenue. Currently, the intersection of North Rouse Avenue and Oak Street is stop controlled on the minor approaches (Oak Street). Exclusive left turn bays exist on the west and south legs of the intersection. The east leg of the intersection is a private driveway. A depiction of the immediate study area, lanes, and control are presented in Figure 3 herein. September 2005 Page 9 Traffic Impact Study _ Northside Subdivision Caercial Development Bozeman, Montana Figure 3. Lane Configuration and Intersection Control C ' N Q N NORTH" l�egenc4 Not to scni Co Rood" Z ---------- Roposod'DOA" V I Proposed Site 'DrivewayRIA f Proposed Site • Driveway RIA �OOkStreet " ' RI A Private R�'3 V111 Driveway m c o � Q Right-out only, as s;pecifiied by the City � of Bozeman as a condition of access. . Wo Z September 2005 Page 10 Traffic Impact Study Northside Subdivision Amercial Development Bozeman, Montana • ADJACENT TRANSPORTATION PROJECTS The Montana Department of Transportation (MDT) is currently under contract to develop engineering documents and construction plans for the purpose of reconstructing North Rouse Avenue between East Main Street and Story Mill Road (MDT Project STPP86-1(27)0, C.N. 4805). As part of this project, North Rouse Avenue within the stated limits will be evaluated for possible lane configurations and intersection control including signalization. Discussions with project representatives indicate that the intersection of North Rouse Avenue and Oak Street is expected to be evaluated and reconstructed as part of this project. III. Traffic Projections BACKGROUND TRAFFIC As directed by City of Bozeman staff, HKM Engineering Inc. collected PM peak hour intersection counts for the intersection of North Rouse Avenue and Oak Street on Thursday, August 11, 2005. No adjustments to account for daily or monthly variations were used, as the collection • period (a Thursday in August) is generally considered to be above average for traffic volumes and will thus provide a more conservative estimate of traffic. Turning movement data for this intersection is provided in the appendix of this report. In addition to the peak hour turning movements, 24-hour automatic tube counters were used to collect ADT data on the west leg of Oak Street and both legs of North Rouse Avenue. These counters collected data for a 7 day period between Tuesday, August 9, and Wednesday, August 17, 2005. 24-hour count data for these links are provided in the appendix of this report. The peak hour of the study area was calculated based on peak consecutive 15-minute counts, and was determined to occur from 4:45 PM to 5:45 PM. Based on this data, the intersection of North Rouse Avenue and Oak Street exhibited a peak hour factor of 87.6%, consistent with national trends for an urbanized intersection and indicative of a slight peaking during the total PM peak hour. Peak hour turning movement count data is summarized in Figure 4 as "Existing Peak Hour . Traffic Volumes". September 2005 Page 11 Traffic Impact Study Northside Subdivision C mercial Development Bozeman, Montana Figure 4. Existing Peak Hour Traffic Volumes O C Q I� . G3 N NORTH �° ^ ' Not to Scale Z p. U) n Co �n .j Site •.......... Driveway 1 Site Driveway ■ [6600] • `-0 —359 c0 ,o1000 —0 229 — "' Oak Street r0 Private l 1 Driveway 82 J 1 -- o'o- 146 `r' 0 0 N %o legend; C Exang Roadway Q --------- Proposed Driveway O (123) PM Peak H [1234] ADT O September 2005 Page 12 Traffic Impact Study Northside Subdivision Amercial Development Bozeman, Montana i TRIP GENERATION Project trip generation is based on trip generation rates as reported in the Institute of Transportation Engineers (ITE) most recent publication of the Trip Generation, 7`h Edition and the Trip Generation Handbook, An ITE Recommended Practice (March 2001). Trips were generated for each of the expected development types and sizes within the proposed subdivision and corresponding to the PM peak hour of the adjacent street network, as available. If unavailable, the PM peak hour of the generator was used, assuming that the peak hour of the generator would closely correspond to the peak hour of the adjacent street. Within the subdivision, a coffee retailer (coffee shop) is expected to occupy a portion of Building 3 located in the southeast corner of the development. Currently, ITE has very little documentation regarding the generation of trips for a retail use of this type, with only a few observations noted under the heading Fast Food Restaurant without Drive-Thru Window (ITE Code 933). A recent traffic study submitted by The Transportation Group to the City of Billings for a coffee retailer attempted to expand upon the data provided within the ITE publication. Specifically, the report includes total hourly and weekly sales (transactions) for similar establishments in Kalispell and Whitefish, MT. Between the hours of 4 to 6 PM, these establishments report an average of 248 weekly transactions (Kalispell location) and 140 average weekly transactions (Whitefish location), or an average hourly transaction rate of 124 and 70 transactions per week in a single PM peak hour, respectively (the 4-6 PM peak divided by 2). Assuming that an average peak hour transaction rate can be extrapolated from average peak week transactions by taking the peak week and dividing it by a 5 day work week (ignoring the weekend to develop a more conservative mid-week estimate), the estimated average PM peak hour rate could be estimated at 25 and 14 transactions per hour, respectively. Using the greater of the two rates only, and assuming one vehicle per transaction (again, considered conservative assuming several vehicles could contain more than one customer), the PM generation could be assumed to be 25 vehicles per hour in the PM peak. ITE trip generation estimates assume a rate of 28.79 vehicles per 1000 LSF for a Fast Food Restaurant without Drive-Thru Window - Coffee Shop (ITE Code 933). At an anticipated 1700 September 2005 Page 13 Traffic Impact Study Northside Subdivision Cercial Development Bozeman, Montana SF, the proposed coffee retailer could be expected to generate 49 vehicles in the peak hour, 24 more vehicles per hour than was extrapolated from the transaction data discussed above. Regardless, the ITE rate appears to provide a good conservative estimate of trip generation as compared with transaction data for similar coffee shops in Montana. As such, the rates provided by ITE are used to estimate the expected trip generation for a coffee retailer. Occupying all of Building 3 will be a gymnastics center with a private swimming pool. Based on the anticipated type and use of the facility, this generator is expected to parallel ITE trip generator Recreational Community Center (ITE Code 495) as the use will include gymnastic equipment and a pool, and is expected to require a fee for participation. The facility is not expected to be private or require the purchase of a membership, similar to that of a Health Club (ITE Code 492). Estimated trip generations for the various uses anticipated for the proposed development are presented in Table 1. i N September 2005 Page 14 Ab Traffic Impact Study., Northside Subdivision Cfflffmercial Development Bozeman, Montana Table 1. Northside Subdivision Expected Trip Generation PM Peak Hour ITE Weekday Trips Trips Commercial Center Code Quantity Trip Ends Rate Trips %In %Out In Out Building 1 Single Tenant Office Building 715 10.0 KSF 116 (2) 1.73 17 15% 85% 3 14 Building 2 Single Tenant Office Building 715 7.0 KSF 81 (2) 1.73 12 15% 85% -2 10 Building 3 Coffee Retailer 933 1.7 KSF 1217 28.79 49 52% 48% 25 24 Specialty Retail Center 814 5.6 KSF 250 2.71 15 44% 56% 7 8 General Office(3) 710 4.0 KSF 44 (2) 1.49 6 17% 83% 1 5 Building 4 Gymnastics Studio(4) 495 11.4 KSF 261 1.64 19 29% 71% 6 13 Private Pool(4) 495 5.6 KSF 128 1.64 9 29% 71% 3 6 TOTAL 2097 1 127 47 80 ' Institute of Transportation Engineers Trip Generation Handbook, 7th Edition, 2003 2 Weekday Trip Ends based on GLA as provided by project Architect.Represents greater trip generation than by#of employees. 3 Trip Generation based on GLA as provided by project Architect.Represents greater trip generation than by#of employees. °Trip Generation assumed based on GLA for a Recreational Community Center. INTERNAL TRIP CAPTURE Within multi-use commercial developments, such as the one proposed for this site, there is a general likelihood of internal interaction between the various uses contained within the development. In other words, some trips generated by the retail or commercial uses can be reasonably expected to originate from other retail or commercial uses within the same development, and vice versa. Specifically, it can be reasonably assumed that some internal interaction between the proposed retail (coffee shop, other) and the adjacent office complexes will occur, thus reducing the amount of generated traffic occurring from outside the development. Although ITE provides guidance on methods of estimating this level of internal trip capture, based on the size of the development proposed and to provide a more conservative September 2005 Page 15 Traffic Impact-Study Northside Subdivision CWmercial Development Bozeman, Montana . estimate of trip generation due to the limited level of trip generation data for a coffee retailer and gymnastics center, credit for internal trip capture has not been estimated for this development. TRIP CLASSIFICATIONS Trips to and from the proposed development have been classified as either pass-by or non- pass-by trips. As discussed in the ITE Trip Generation Handbook, pass-by trips are those trips that are attracted from the existing traffic stream passing the site on an adjacent street with direct access to the site. Consequently, these types of trips do not add new traffic to the adjacent street system. G Using ITE observed values, pass-by trips have been estimated for the coffee retail and the specialty retail for Building 3. Estimates for the coffee retailer are based on Land Use 834 Fast i Food Restaurant with Drive-Thru Window using the average rate of 68% for similarly sized establishments between 1,000 SF and 2,000 SF, as ITE does not provide specific guidance for a Fast Food Restaurant without Drive Thru Window. This estimate of pass-by trips is consistent with estimates reported for a similar coffee establishment in Billings, MT based on data . collected in Kalispell and Whitefish, MT. Estimates for the specialty retail are based on Land Use 820 Shopping Center using the total average rate of 34%. Non-pass-by trips are all trips that are not classified as pass-by. Non-pass-by trips can be broken down into two categories: primary trips and diverted trips. Diverted trips, as defined by ITE, are "trips that are attracted from the traffic volume on roadways within the vicinity of the generator, but that require a diversion from that roadway to another roadway to gain access to the site". In other words, diverted trips usually are attracted from an adjacent major roadway (principal arterial, highway, or freeway) within the area to the site, and then return to the major roadway after visiting the site. Diverted trips do not generate new trips to the overall system, but do add new trips to the street network adjacent to the proposed development. Diverted trips are different than pass-by trips in that they add trips to the adjacent system. Within the vicinity of the proposed development is Interstate 90, a major interstate freeway, and North 7th Avenue, a principal arterial in the Bozeman street network system. In regards to Interstate 90, there is no direct access point to or from the freeway within the immediate vicinity of this site that would provide simple access to the development. Furthermore, North 7th September 2005 Page 16 -� -� Traffic Impact Study Northside Subdivision CVfflmercial Development Bozeman, Montana i Avenue has several retail centers along its length that would preclude diversion from North 7`h Avenue to the proposed development. Lastly, North Rouse Avenue is itself a principal arterial and offers direct access to the site without the need for diversion to the site. As such, diverted trips can not be reasonably expected to and from this site, and are being consolidated into primary trips, as recommended by ITE. Commercial uses generally contribute only primary trips, as trips generated by these uses largely start at an origin, travel to the destination, and return to the origin. As such, all trips for the offices and gymnastics center are estimated to be primary trips. Assumed non-pass-by and pass-by trip proportions are presented in Table 2. Primary trip assignments are reflected in Figure 6, and Pass-by trip assignments are reflected in Figure 7. i' i ! i i i September 2005 Page 17 �. Traffic-,Impact Study Northside Subdivision Amercial Development Bozeman, Montana Table 2. Trip'Type Classifications Land Use PM Peak Hour Percent In Out Primary Trips General Office 100% 6 29 Coffee Retailer 32% 8 8 Specialty Retail 2 66% 5 5 Recreational Community Center 1 100% 9 19 Subtotal 28 61 Diverted Trips General Office 0% 0 0 Coffee Retailer' 0% 0 0 Specialty Retail 2 0% 0 0 Recreational Community Center 0% 0 0 Subtotal 0 0 Pass-By Trips General Office 0% 0 0 Coffee Retailer' 68% 17 16 Specialty Retail 2 34% 2 3 Recreational Community Center 0% 0 0 Subtotal 19 19 Total 47 80 Based on ITE values for similarly sized Fast Food Restaurant w/Drive Thru Window and assuming all diverted linked trips are primary trips 2 Based on ITE value for an average Shopping Center and assuming all diverted linked trips are primary trips TRIP DISTRIBUTION AND ASSIGNMENTS Trip distribution percentages for the project site have been based on existing traffic patterns as reflected in the PM peak hour turning movement counts collected at the study intersection of North Rouse Avenue and Oak Street, as well as reviewing development patterns within and around the City of Bozeman. Distribution percentages are presented in Figure 5. Based on the level of traffic currently using both North Rouse Avenue and Oak Street, pass-by and primary trip percentages are assumed to come from both streets, and will utilize the same September 2005 Page 18 Traffic impact Study Northside Subdivision C mercial Development Bozeman, Montana trip distribution pattern. As previously noted, no diverted trips are anticipated for this site. Trips will leave the area either using North Rouse Avenue or Oak Street. i Trips entering or exiting the site have been estimated on a 50%/50% split between the North Rouse Avenue driveway and the Oak Street driveway regardless of ingress or egress patterns to/from the site. The various non-pass-by and pass-by trip components have been summed to produce a total site trip demand. These site trips have been added to the background traffic to yield anticipated buildout traffic demands. Average daily traffic (ADT) estimates were calculated based on collected data and daily estimates, as available, or calculated from the PM peak hour turning demands assuming that the peak demand is typically equivalent to approximately 9% to 10% of the ADT as noted in the Highway Capacity Manual 2000. The buildout demand and ADT are presented in Figure 8. i September 2005 Page 19 I ._ Traffic Impact Study Northside Subdivision CMWmercial Development Bozeman, Montana Figure 5.Trip Distribution Percentages . 40% 35 NORTH I Not to Scale r�L }c 25% Oak St c Legend: a 1 2% % Inbound o ' 34% � Outbound Note: Based on distributions of existing 40% inbound and outbound peak hour traffic. 40% September 2005 Page 20 Traffic Impact Study Northside Subdivision C mercial Development Bozeman, Montana Figure 6. Northside Subdivision Primary Trip Assignments O C d a a� Vf NORTH �° I Not to Scale Z 1 = o i J � Site Driveway 1 21 f LO 25-� Site Driveway a ' LO • . : �-6 t o 6 —o Oak Street j ro Private . o J _l f r Driveway o— o LC)o o� 1 a>` Leggy; C --- E) ing Roadway > --------- Proposed Driveway N 123 PM Peak [1234] ADT O Z September 2005 Page 21 _ j-y.. _ • v:- & Traffic Impact Study Northside Subdivision C mercial Development Bozeman, Montana Figure 7. Northside Subdivision Pass-By Trip Assignments G Q d H 0 e,.1 �, d: MAng Roadway Z --------- Proposed Driveway 123 PM Peak [12341 ADT + ^ NORTH J i Not to Scale Site ........... Driveway i +9* 1 OD CO +9* + Site Driveway • I N • 1 2 — -2 +3* �1 Oak Street Private -3 Driveway * Pass-by trips assumed to exit development on N. Rouse Ave. to proceed towards final destination. G Q N 0 Z September 2005 Page 22 • _ �. Traffic Impact Study Northside Subdivision C mercial Development Bozeman, Montana Figure 8. Background Plus Site Traffic O C 4) Q N NORTH �° Not to Scale Z p n 00 � JI Site ........... Driveway 30 I 34-� Site Driveway 0 . [6800] `8 0 —357 O ,av 0 —p 9 Oak Street I +,- ;-o Private 226 -- 821 o r Driveway CO 1 t �" - i -- 00 146 `V 0 0 0 N Legend: C -.-._.._....r. EArng Roadway Q --------- Proposed Driveway O (123) PM Peak [1234] ADT O Z September 2005 Page 23 - Traffic Impact Study Northside Subdivision CoWmercial Development Bozeman, Montana - IV. Operational Analysis INTERSECTION CAPACITY AND LOS Intersection capacity analyses have been conducted using the procedures outlined in Part III, Chapters .16 "Signalized Intersections" and Chapter 17 "Unsignalized Intersections" of the Highway Capacity Manual 2000 (HCM) and through the use of SYNCHRO 6 traffic signal timing and analysis software and based on HCM delay, capacity, and level-of-service calculations. Calculation forms for the analyses are contained in Section Two of the Appendices. In accordance with the HCM procedures, Level-of-Service (LOS) has been determined by estimating the average vehicular delay of the intersections and the intersection movements. The range of traffic delays associated with each LOS is presented in Table 3 for both signalized and unsignalized intersections. It should be noted that delay thresholds for a given LOS for unsignalized intersections are lower than those given for signalized intersections. This difference, as explained in Chapter 17 of the 2000 HCM, is to account for the greater variability in delay associated with unsignalized movements in addition to different driver exceptions associated with each type of intersection control, with the expectation that signalized intersections are designed to carry higher traffic volumes and therefore will experience greater delay than an unsignalized intersection. Table 3. Level-of-Service Criteria Signalized Intersection Unsignalized Intersection LOS Average Delay (sec/veh) Average Delay (sec/veh) A <_ 10 _< 10 B > 10 to 20 > 10 to 15 C > 20 to 35 > 15 to 25 D > 35 to 55 > 25 to 35 E > 55 to 80 > 35 to 50 F > 80 > 50 1 September 2005 Page 24 -- & Traffic Impact Study Northside Subdivision Cfflffmercial Development Bozeman, Montana An additional but separate measure of effectiveness (MOE) for intersection analysis has been included in this study; the intersection capacity utilization level-of-service (ICU LOS) calculation. This measure of effectiveness is based on procedures outlined in Intersection Capacity Utilization: Evaluation Procedures for Intersections and Interchanges, 2003 ED developed for use with the Synchro Traffic Signal and Intersection Analysis software. The ICU factor is characterized as a means to measure an intersections capacity through the review of saturation (similar to reviewing critical volumes to saturation flow rates) to determine the expected or potential reserve capacity at an intersection, independent of delay, allowing for a slightly different picture of the intersection's operations. It should be cautioned, however, that this method of analysis is not yet nationally recognized as a viable method of intersection analysis. As such, the values reported by this method are presented for information only, and are not intended to replace or supersede the LOS values as developed by the HCM. The range of reserve capacity associated with each ICU LOS is presented in Table 4 for both signalized and unsignalized intersections. Table 4. Level of Service Criteria, Intersection Capacity Utilization Factor i • LOS ICU (Estimate of Reserve Capacity) A _< 55.0% B > 55%to 64.0% C > 64%to 73.0% D > 73%to 82.0% E > 82%to 91.0% F > 91%to 100.0% G > 100%to 109.0% H > 109% The analysis of the unsignalized intersection of North Rouse Avenue and Oak Street is summarized in Table 5, and indicates that the intersection currently operates at LOS F on the Oak Street leg of the intersection in its current condition and configuration regardless of • development of the proposed subdivision. This leg of the intersection also experiences capacity September 2005 Page 25 • Traffic Impact Study Northside Subdivision Caercial Development Bozeman, Montana problems with or without site trips for the eastbound left turning movement. Additional trips generated by the development will add to the delay experience on the Oak Street leg under two- way stop control. The two site driveways are expected to operate at satisfactory LOS's under a standard driveway configuration. Table 5. Level of Service Summary, Oak at Rouse Worse Case Approach Node Intersection Condition PM Peak Delay HCM LOS' ICU 2 ICU LOS 3 100 Oak Street 8 N.Rouse Avenue Background(2005) 73.4 sec F 70.1% C Background Plus Site 87.7 sec F 71.7% C 101 Oak Street Driveway Background(2005) NA NA NA NA Background Plus Site 10.6 sec B 29.3% A 102 N.Rouse Avenue Driveway Background(2005) NA NA NA NA Background Plus Site 19.7 sec C 45.6% A 1 Highway Capacity Manual level-of-service z Intersection Capacity Utilization factor,provided for Information only 3 Intersection Capacity Utilization level-of-service,provided for information only 4 Intersection operation fails under current intersection control regardless of expected generation from proposed development.Further analysis of this intersection assumes signalized intersection control will be installed as part of the N.Rouse Reconstruction Project by MDT The intersection of North Rouse Avenue and Oak Street currently operates as a two-way stop controlled intersection. As noted earlier, a project to reconstruct North Rouse Avenue between Main Street and Story Mill Road (MDT Project Number STPP86-1(27)0 CN 4805) is currently under development by the Montana Department of Transportation. This project is expected to review several intersections, including the intersection of North Rouse Avenue and Oak Street, for capacity and level-of-service, and will perform signal warrant analyses at these intersections to determine where signalization is necessary. Those intersections that met the requirement for signalization will be improved from unsignalized to signalized through this project. Based on this understanding, a review of the North Rouse Avenue and Oak Street intersection under signalized control was performed, and is summarized in Table 6. This analysis indicates that the intersection can be expected to operate at a satisfactory LOS A with and without site traffic. September 2005 Page 26 Traffic Impact Study - - Northside Subdivision Caercial Development Bozeman, Montana • Table 6. Level of Service Summary, Signalized Intersection Intersection Node Intersection Condition PM Peak xc Delay HCM LOS ICUs ICU LOS' 100 Oak Street 8 N.Rouse Avenue Background(2005) 0.46 7.9 sec A 70.1% C ' Background Plus Site 1 0.48 8.0 sec A 71.7% C Assumes semi-actuated uncoordinated 60 second cycle length and no modification to the geometrics of the intersection. 2 Intersection Capacity Utilization factor,provided for information only 3 Intersection Capacity Utilization level-of-service,provided for information only WARRANT ANALYSIS A peak hour warrant analysis for the unsignalized intersection of North Rouse Avenue and Oak Street was performed under the guidelines and procedures as outlined in the most recent Manual of Uniform Traffic Control Devices (MUTCD). The warrant analysis, which is contained in Section Two of the appendices, indicates that the intersection under current conditions meets the minimum signal warrant criteria based on Warrant 3A - Peak Hour Volumes as defined by the MUTCD. V. Conclusions and Recommendations The analyses presented herein indicate that the Northside Subdivision site-generated traffic can generally be adequately accommodated by the proposed driveways and the existing roadway system adjacent to the site at the buildout of the development. The exception is the intersection of North Rouse Avenue and Oak Street which currently operates at a poor level of service, and will continue to operate at a poor level of service regardless of site generated traffic. Each of the proposed driveways can be expected to operate at satisfactory levels of service and under the proposed configurations. Since more outbound traffic is assumed to use the North Rouse Avenue driveway due to the right-out only movement at the Oak Street driveway, an analysis of that driveway configured with an exclusive right-turn lane and an exclusive left-turn lane indicates no significantly improvement to capacity or reduction to approach delay. The two-way stop controlled intersection of North Rouse Avenue and Oak Street currently operates at LOS F based on intersection delay calculations for the eastbound left turning September 2005 Page 27 . Traffic Impact Study Northside Subdivision C ercial Development Bozeman, Montana movement and will continue to degrade through time regardless of site generated traffic. Furthermore, this movement currently experiences left turning volumes that equal the capacity of the movement's ability to handle left turning vehicles during the PM peak hour. As noted within this report, this intersection is slated for review and reconstruction though a MDT sponsored roadway project, and can be expected to be improved with signalization through the MDT project based on the cursory warrant analysis performed on the intersection by this traffic study. Signalization of this intersection can be expected to improve the expected PM peak hour level of service to LOS A with no eastbound left-turn lane capacity problems for an assumed 60- second cycle length. Additional improvements to North Rouse Avenue by the MDT project, including a possible southbound left turn lane or a continuous two-way left turn lane, will further improve the operations of this intersection. As such, no action or mitigation by the development is recommended for this intersection at this time. Recommendations based on this study are as follows: ❖ No mitigation to the existing roadway system beyond possible improvements due to the construction of site driveways is necessary based on the expected generation of traffic by the proposed development. ❖ Site driveways and approaches should be developed according to local standards, should incorporate appropriate throat depths, and provide for the safe passage of pedestrians across the drive access. Site visibility zones at each driveway should be maintained and kept clear of any obstacles or obstructions, including the use of low-level landscaping treatments. ❖ An MUTCD R3-2 regulatory sign identifying "no left turns" should be installed at the Oak Street driveway (Montana Avenue) approach along Montana Avenue to identify the driveway as restricting outbound left-turning movements. ❖ Stop signs (R1-1) should be installed at each of the site driveways. ❖ Egress left turn bays at site driveways are not considered necessary based on the anticipated peak hour demands of the driveways. September 2005 Page 28 Traffic Impact Study Northside Subdivision Amercial Development Bozeman, Montana ❖ Improvements including driveways, approaches, and interior streets should be constructed to City of Bozeman approved standards. ❖ Sidewalk ramps should be installed to current ADA standards and requirements. September 2 115 Page 29 Appendix • Appendix Section One ' • HKM Engineering, Inc. • Page 1 McChesney Professional Bldg 601 Nikles Dr Suite 2 Site Code: 000000011372 Oak Street-West Leg Bozeman MT 59715 Station ID: Oak West Leg Phone: (406)586-8834 Fax: (406)586-1730 Date Printed: 19-Aug-05 Start 08-Aug-05 Tue Wed Thu Fri Sat Sun Average Day Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 " 148 8 136 10 144 13 137 16 82 9 70 11 120 12:15 139 12 138 7 121 6 144 16 95 11 82 10 120 12:30 138 6 127 5 158 11 150 9 94 10 70 8 , 123 12:45 140 7 153. 5 154 8 163 6 110 7 83 7 134 i 01:00 " " 143 2 184 6 ; 174 7 ' 158 8 112 6 100 6 i 145 I 01:15 " " " 138 10 121 8 _154 8 141 4 _96_ 3 86 7 123.,' 01:30 * ' " 160 2 136 5 128 6 114 10 84 8 84 6 118 01:45 ' 140 7 120 4 109 5 160 6 80 5 89 5 116 02:00 " 151 4 128 7 138 5 126 7 108 11 94 7 124 02:15 " 118 3 124 2 116 3 115 8 86 5 104 4 110 02:30 " " 110 4 120 3 118 1 126 1 92 7 93 3 110 02:45 ' " 123 0 119 4 140 3 152 6 96 3 106 3 123 03:00 134 4 134 10 122 3 138 3 98 2 100 4 121 03:15 * ' 116 6 142 4 138 1 120 3 73 3 100 3 115 03:30 " 169 5 138 4 146 5 136 6 76 2 96 4 127 03:45 140 9 144 8 141 9 144' 5 77 0 _ 108 6 126 04:00 * 143 1 130 5 124 2 146 2 88 2 84 2 119 04:15 * * 130 2 130 3 129 1 132 2 77 2 64 2 110 04:30 " 128 6 126 4 140 4 124 4 66 7 58 5 107 04:45 " 121 4 148 8 142 9 137 6 85 2 76 6 118 05:00 176 11 172 6 176 8 134 8 90 6 82 8 138 05:15 * " 136 8 164 10 154 11 148 18 72 3 75 10 125 05:30 ' 148 19 144 26 140 19 139 9 69 3 64 15 117 05:45 " 148 42 131 32 122 37 100 14 79 8 87 27 111 06:00 ' 134 42 133 42 114 20 112 19 74 7 68 26 106 06:15 102 50 94 50 114 36 79 24 54 8 65 34 85 06:30 106 64 102 54 102 56 62 18 54 9 44 40 78 j 06:45 92 114 79 97 82 92 68 28 66 16 52 69 73 07:00 * 72 86 78 87 92 74 70 18 50 8 54 55 69 07:15 94 77 101 83 102 84 95 64 12 43 14 55 70 68 07:30 ' 129 58 129 76 108 55 121 50 36 38 22 53 91 55 07:45 166 59 174 58 173 76 144 62 53 32 26 51 123 56 08:00 ' 137 54 139 52 143 65 130 53 44 36 29 62 104 54 08:15 " 125 54 112 57 120 60 98 56 35 25 26 58 86 52 08:30 * 124 40 118 58 110 63 102 51 54 40 19 64 88 53 08:45 * 125 40 136 50 104 40 119 38 59 36 33 40 96 41 09:00 98 47 93 44 107 49 104 30 55 18 29 28 81 36 09:15 94 41 95 62 90 57 92 44 61 34 32 36 77 46 I 09:30 * 112 38 106 48 98 54 96 26 67 39 30 40 85 41 09:45 114 42 117 40 118 32 123 33 92 21 42 31 101 33 10:00 130 36 104 25 109 33 99 25 78 20 50 20 95 26 10:15 106 25 101 40 88 26 98 28 72 31 54 20 86 28 10:30 " 103 7 102 17 112 30 101 26 74 16 62 12 92 18 10:45 " 108 20 119 25 123 20 116 17 93 14 68 20 104 19 11:00 " 106 18 110 16 111 13 122 11 84 26 66 13 100 16 11:15 134 6 118 13 114 5 124 16 90 21 64 11 107 12 11:30 " 112 11 129 12 138 11 135 7 86 21 82 9 114 12 11:45 " 119 9 122 7 167 8_1 136 10 98 16 1 79 7 1 120 10 Total 0 0 2236 4525 2763 4578 2751 4613 2618 4322 1527 2910 1000 2968 2213 3987 Day 0 6761 7341 7364 6940 4437 3968 6200 Total Splits 0.0% 0.0% 33.1% 66.9% 37.6% 62.4% 37.4% 62.6% 37.7% 62.3% 34.4% 65.6% 25.2% 74.8% 35.7% 64.3% Peak 07:30 05:00 07:30 04:45 07:45 00:30 11:00 00:15 11:00 00:30 11:00 03:00 11:00 00:30 Vol. 557 608 554 628 546 640 517 615 358 412 291 404 441 525 P.H.F. 0.839 0.864 0.796 0.853 0.789 0.909 0.898 0.943 0.913 0.920 0.887 0.935 0.896 0.905 HKM Engineering, Inc. • r Page 2 McChesney Professional Bldg 601 Nikles Dr Suite 2 Site Code: 000000011372 Oak Street-West Leg Bozeman MT 59715 Station ID: Oak West Leg Phone: (406)586-8834 Fax: (406)586-1730 Date Printed: 19-Aug-05 Start 15-Aug-05 Tue Wed Thu Fri Sat Sun Average Day Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 14 160 7 152 12 ' " ' ` * ' 11 156 12:15 8 144 10 158 10 * * " " ' ' 9 151 12:30 6 131 10 148 10 ' ' * 9 140 12:45 5 154 9 154 6 " ' ' ' 7 154 01:00 4 151 7 140 10 ' * " ' " * ' 7 146 01:15 6 156 4 138 3 ` * " ' * ' 4 147 01:30 3 146 5 132 5 ' ' ' * ' 4 139 01:45 5 108 4 120 7 " ' ' " * ' 5 114 02:00 7 150 2 124 8 " ' ' ` " ' * 6 137 02:15 5 122 9 139 6 * * " ' 7 130 02:30 5 124 8 113 3 * * * * ' * 5 118 02:45 1 143 1 132 7 * * " * ' 3 138 03:00 3 125 1 108 1 * " ' * ' ' " 2 116 03:15 0 142 1 158 2 ' " ' " ' ' 1 150 03:30 5 120 1 132 0 " ' ' ' ' ' 2 126 03:45 5 162 10 128 3 * ' ' ` ' 6 145 04:00 2 116 6 131 4 ' ' * ' ' 4 124 04:15 0 146 8 150 3 ' ' " * ` * 4 148 04:30 8 138 4 ; 154 3 ' " ' ' * * ' 5 146 04:45 7 130 11 146 10 ' " ' " ' * 9 138 I 05:00 8 1 158 6 1 184 5 * ' * ' ' 6 , 171 - 05:15 12 181 13 166 14 * ' * ' * * 13 174 j 05:30 21 1 142 22 ^ 118 24 ' ` ' * ' ' 22 130 05:45 30 154 42 127 43 ' " ' * ' ' 38 140 06:00 29 118 31 128 29 ' ` ' ' * ' * 30 123 06:15 46 104 46 88 45 * * * * ' * * 46 96 06: 74 1 66 93 70 ' * ' e 70 96 06:45 45 118 11010 124 86 128 " ' 123 98 07:00 83 81 102 88 94 * * 93 84 07:15 97 90 92 80 91 * ' " ' ' * 93 85 07:30 134 70 122 88 132' ' * " ' * ' 129 79 07:45 - 168' 60 188. 78 176 ' " " * * 177 69 08:00 152. 64 138 58 135 ' " ' ' * ' ' 142 61 08:15 123 45 102 71 128 ' * * 118 58 08:30 : 136, 55 96 54 112 * ' ' ' * ' 115 54 08:45 118 51 122 58 121 ' ' ' ' ' ' 120 54 09:00 79 54 120 52 110 * ' ' ' ' 103 53 09:15 94 40 94 39 94 ' ` ' ' ' * 94 40 09:30 142 39 94 36 75 ' ' ' ' ' * 104 38 09:45 117 40 109 27 118 * ' * " " ' 115 34 10:00 118 29 118 36 119 ' * ' " ' * 118 32 10:15 118 26 96 32 88 ' * * ' ' ' 101 29 10:30 102 23 110 20 98 ' ' * ' ' ' 103 22 10:45 124 15 141 21 102 ' * ' ' ' " ' 122 18 11:00 105 9 107 13 * ' " ' * ' 106 11 11:15 116 11 126 14 ' * ' " ' 121 12 11:30 128 10 141 17 * ' ' ' ' 134 14 11:45 140 11 1 140 6.1 140 8 Total 2831 4658 2826 4635 2264 0 0 0 0 0 0 0 0 0 2806 4646 Day 7489 7461 2264 0 0 0 0 7452 Total S lits 37.8% 62.2% 37.9% 62.1% 100.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 37.7% 62.3% P Peak 07:45 05:00 07:30 04:30 07:30 07:30 04:30 Vol. 579 635 550 650 571 566 629 P.H.F. 0.862 0.877 0.731 0.883 0.811 0.799 0_904 ADT ADT 6,620 AADT 6,620 0 0 Page 1 HKM Engineering, Inc. McChesney Professional Bldg 601 Nikles Dr Suite 2 Site Code: 000000011371 ,Rouse Avenue- North Leg Bozeman MT 59715 Station ID: Rouse North Leg Phone: (406) 586-8834 Fax: (406)586-1730 Date Printed: 19-Aug-05 Start 08-Aug-05 Tue Wed Thu Fri Sat Sun Average Day Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 ` ' 234 16 240 9 258 22 236 11 66 9 66 13 183 12:15 ' 198 12 224 8 226 17 230 6 91 10 52 11 170 12:30 212 5 222 6 188 10 206 8 96 8 57 7 164 I 12:45 ` 222 7 216 7 238 6 233 2 76 5 53 5 173 i 01:00 ' 212 3 272 8 276 4 241 4 85 9 64 6 192 i 01:15 ` 216 10 231 8 253 6 218 8 70 7 70 8 _176j 01:30 ' ' 214 1 216 5 197 8 121 10 69 4 55 6 145 01:45 ' 202 10 206 4 194 6 106 6 72 6 73 6 142 02:00 " 193 11 202 3 198 10 117 7 63 8 74 8 141 02:15 ' ' 194 3 196 3 196 4 94 9 68 9 60 6 135 02:30 196 3 196 4 218 1 104 2 85 6 86 3 146 UA5 ' 230 2 194 6 210 1 106 3 72 2 62 3 146 03:00 ' ' 196 3 214 10 184 5 101 4 80 4 83 5 143 03:15 190 4 218 8 210 2 111 2 63 2 �63_ 4 142 03:30 ' 240 6 237 0 229 7 118 2 52 1 48 3 154 03:45 ' 220 6 214 5 232 6 108 2 82 1 58 4 152 04:00 222 3 218 2 204 3 110 4 62 2 62 3 146 04:15 " ` 219 4 196 6 202 3 114 1 51 3 48 3 138 04:30 ` ` 220 4 j 222 2 202 3 102 7 50 4 64 4 143 04:45 ` W-222 1 226 8 237' 8 106 12 48 3 64 6 150 05:00 ` 1 276 7 306 11 j 300 5 138 34 60 1 40 12 187 05:15 288 5 _260 7 ` 228 17 222 16 278 13 110 38 55 2 52 13 174 ` � 05:30 231 12 102 21 58 1 47 13 148 05:45 ' 192 40 206 38 206 24 75 10 56 4 52 23 131 06:00 180 33 212 40 187 22 78 9 31 8 42 22 122 06:15 ' 138 66 167 58 122 38 78 11 43 7 44 36 99 06:30 175 72 161 62 118 61 49 13 38 5 42 43 97 06:45 " 148 155 129 122 142 101 36 10 46 5 45 79 91 07:00 98 103 110 94 114 116 100 35 10 32 8 33 73 69 07:15 ' 127 108 138 114 134 108 121 36 13 32 14 36 91 72 07:30 164 84 149 104 182 88 138 39 35 31 16 38 114 64 07:45 ` " 256 83 246 98 236 102 240 48 25 20 25 40 171 65 08:00 ` 252 60 258 65 236 95 242 31 34 26 21 39 174 53 08:15 172 86 186 76 211 86 198 33 36 27 12 34 136 57 08:30 189 ' 65 176 74 200 86 177 26 41 22 27 29 135 50 08:45 ` 202 55 192 66 184 70 190 33 50 32 20 32 140 48 09:00 ` 180 66 205 62 204 85 175 27 45 25 27 21 139 48 09:15 174 56 186 88 164 81 166 30 58 29 32 23 130 51 09:30 172 56 188 50 178 74 199 17 68 24 33 29 140 42 09:45 ' 214 40 152 48 168 49 198 24 73 22 50 19 142 34 10:00 163 39 168 46 212 45 191 26 62 10 44 16 140 30 10:15 " 170 30 150 39 163 44 180 33 64 26 32 15 126 31 10:30 190 29 184 32 189 38 209 25 64 20 44 9 147 26 10:45 ` 168 18 184 22 190 23 182 14 72 14 48 12 141 17 11:00 157 22 208 18 212 27 208 14 80 22 51 `. 11 153 i 19 11:15 ` 186 9 192 17 221 17 218 8 74 12 60 9 158 12 11:30 193 14 206 17 226 24 226 12 73 10 70 I 9 166 14 11:45 ` 200 11 227 161 248 12 254 12 98 15 66 6 182 12 Total 0 0 3627 6911 4214 7169 4338 7206 4220 4071 1331 2239 836 2080 3153 4944 Day 0 10538 11383 11544 8291 3570 2916 8097 Total Splits 0.0% 0.0% 34.4% 65.6% 37.0% 63.0% 37.6% 62.4% 50.9% 49.1% 37.3% 62.7% 28.7% 71.3% 38.9% 61.1% Peak 07:45 04:45 07:45 04:30 11:00 04:45 11:00 00:15 11:00 00:15 11:00 02:30 11:00 00:30 Vol. 869 1014 866 1014 907 1046 906 910 325 348 247 288 659 705 P.H.F. 0.849 0.880 0.839 0.828 0.914 0.872 0.892 0.944 0.829 0.906 0.882 0.867 0.905 0.918 �HKM Engineering, Inc. • Page 2 McChesney Professional Bldg 601 Nikles Dr Suite 2 Site Code: 000000011371 Rouse Avenue- North Leg. Bozeman MT 59715 Station ID: Rouse North Leg • Phone: (406)586-8834 Fax: (406)586-1730 Date Printed: 19-Aug-05 Start 15-Aug-05 Tue Wed Thu Fri Sat Sun Average Day Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 11 91 7 107 8 9 99 12;15 4 105 7 104 7 " 6 104 12:30 5 118 5 112 4 5 115 12:45 5 120 6 118 4 • " ' " 5 119 01:00 4 132 1 122 6 ` " • * " 4 127 01:15 3 108 2 124 1 ' ' ' " ' 2 116 01:30 0 102 4 103 3 ' " " 2 102 01:45 4 109 6 91 1 ' 4 100 02:00 4 134 6 125 8 * ' ' 6 130 02:15 1 112 2 96 2 • " ' 2 104 02:30 4 132 5 104 3 ' " ' 4 118 02:45 1 110 4 96 7 * * * " 4 103 03:00 1 102 1 112 0 " ' * 1 107 03:15 1 101 2 104 1 • ' 1 102 03:30 0 104 1 92 2 ' • " ` 1 98 03:45 1 109 2 94 2 • 2 102 04:00 2 80 2 104 2 ' 2 92 04:15 1 98 6 118 2 * * 3 108 04:30 4 114 1 126 6 " ' ' ` 4 120 04:45 4 118 3 -'129C 4 " " ' 4 —i124� 05:00 3 132 2 ` 122 4 " ' * 3 ) 127 , 05:15 4 164 1 148 4 • ` ' 3 156 05:30 0 ) 120 11 ! 140 8 • " " ' 6 130 05:45 18 _ _122 22 88 20 • ' ` " 20 105 06:00 14 93 22 78 18 " ` • • ' 18 86 06:15 21 62 26 80 28 ' " ' * • 25 71 06:30 44 74 40 68 38 f e 41 71 06:4545 73 75 74 64 78 75 70 07:00 51 59 67 64 62 60 62 07:15 53 44 49 68 56 • * • 53 56 07:30 80 51 77 52 79 • ' ' ` 79 52 07:45 �128 49 128 48 W'118- " " 125- 48 08:00 122' 44 112 45 106 113 ; 44 08:15 80 45 70 32 94 ' ` ' • 81 38 08:30 ! 92 42 75 46 95, " ' • 87 ' 44 08:45 109 35 96 36 104 ' ' • 103 36 09:00 76 28 108 39 100 ' " ' ' ` 95 34 09:15 80 16 86 23 90 • ' " ' 85 20 09:30 84 29 78 32 74 " " • " ' 79 30 09:45 82 26 91 25 72 ' • 82 26 10:00 88 14 83 22 96 ' ' " 89 18 10:15 109 25 82 15 90 • ' • 94 20 10:30 72 13 92 17 52 ' " ' 72 15 10:45 107 9 _ 91 12 ` • ' " ' 99 10 11:00 104 10 98 10 " " ' ' 101 10 11:15 102 11 95 10 " • ' ' 98 10 11:30 91 6 106 11 ' " ' ' 98 8 11:45 94 41 78 10.1 86 7 Total 2041 3601 2033 3586 1559 0 0 0 0 0 0 0 0 0 2041 3594 Day 5642 5619 1559 0 0 0 0 5635 Total S life 36.2% 63.8% 36.2% 63.8% 100.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 36.2% 63.8% P % Peak 07:45 05:00 10:45 04:45 07:45 07:45 04:45 Vol. 422 538 390 539 413 406 537 P.H.F. 0.824 0.820 0.762 0.910 0.875 0.812 0.861 ADT ADT 7,490 AADT 7,490 • rin Inc. • Page 1 HKM Engineering McChesney Professional Bldg 601 Nikles Dr Suite 2 Site Code: 000000012601 Rouse Avenue-South Leg Bozeman MT 59715 Station ID: Rouse South Leg Phone: (406)586-8834 Fax: (406)586-1730 Date Printed: 27-Sep-05 Start 08-Aug-05 Tue Wed Thu Fri Sat Sun Average Day Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 ` 265 16 264 13 263 19 251 22 148 22 137 18 221 12:15 ` ` 224 14 239 6 232 8 251 15 171 30 149 15 211 12:30 ` 246 4 247 9 241 18 224 17 . 1921 19 120 13 212 12:45 ` 230 7 238 12 266 10 258 10 184 19 150 12 221 01:00 " ` 239 4 282 10 298 8 269 12 199 , 19 136 11 237 01:15 " 245 10 255 5 266 11 264 11 168 10 143 9 224 01:30 252 6 237 6 216 7 241 11 148 10 168 8 210 01:45 ` 226 7 239 8 238 5 233 19 173 17 164 11 212 02:00 ` 239 10 242 4 211 9 255 19 155 21 168 13 212 02:15 228 3 226 5 220 3 232 14 156 18 151 9 202 02:30 ` 232 5 238 6 217 1 227 4 178 13 i 161 6 209 02:45 ` 243 2 251 7 231 4 263 6 165 10 159 6 219 03:00 ` 224 3 248 10 226 4 243 4 164 5 194 5 216 03:15 ` ` 228 8 249 4I 249 3 242 3 150 4 165 4 214 03:30 * * " 259 7 258 3 260 9 278 6 122 4 147 6 221 03:45 ' ` 245 10 255 61 255 6 257 5 141 3 170 6 220 04:00 ' 248 5 258 5 248 4 257 4 151 6 130 5 215 04:15 237 3 237 5 260 4 246 2 138 5 120 4 206 04:30 * * ` 252 8 253 5 240, 6 231_. 13 114 9 133 .8 � 204 04:45 ' * * 247 5 261 6 265 11 245 14 130 9 139 .9 214 05:00 271 11 ' 330 5 319 8 323 36 138 8 132 14 , 252 05:15 ` 280 10 ___290.• 16 300 14 244 35 126 2 122 15 . _227. 05:30 ` 255 23 244 23 . 241 17 244 21 114 I 4 94 18 199 05:45 ; 239 55 227 50 243 40 178 26 114 3 140 35 190 06:00 " 200 55 235 42 195 36 181 19 111 7 104 32 171 06: 7 0 1 . I 200 94 179I 87 159 7 105 28 81 I 11 30 98 I 59 137 126 07 1 02 1 :00 " ' 102I 134 110 132 130I 131 112 35 86 21 96 91 106 07:15 = I 160 212 1 8 9 1 04 07:30 95 I 208 120 I 208 103 I 186 77 I 68 69 I 23 I 152 89 30 07:45 ' 285 108I 253 103 252 118 I 280 95 90 53 37 86 200 94 08:00 250 84 233 75 233 104 254 61 88 77 50 89 185 82 08: . I 219 0 7 7 85 164 78 08:30 631 206 85I 224 1081 215 5I 95 52I 5 82I 169. 78 30 ' 09:00 228 86I 222 69I 195 87I 177 64 118 58 54 65 166 72 09:15 * * I 9 60 I 01 10 I 177 93 I 185 76 I 119 57 I 69 69 I 155 76 09:30 " 17 55 196 89 208 57 148 57 78 57 165 63 09:45 226 52 178 60 I 205 60 224 47 183 55 ( 106 38 I 187 52 10:00 ` 202 64 196 53 225 56 189 39 156 43 96 33 177 48 10: " , I 187 30 I 222 29 I 202 44 I 220 49 I 144 34 4 96 19 I 17 9 48 10:30 8 34 30 * 10:45 204 20I 210 35I 193 38I 214 40I 166 34 I 107 31 I 182 33 11:00 203 29 I 212 22'I 217 32 'I 236 33 I 167 41 I 127 21 I 194 30 11:15 f I 222 11 I 211 23 I 231 17 f 224 29 I 159 38 I 121 21 I 195 23 11:30 * 218 22 I 240 20 '',I 241 25 iI 257 16 I 174 34 I 161 19 I 215 23 11:45 ' * 233 19 228 18 1 267 18 I 284 20 171 35 115 15 216 21 Total 0 0 4026 7829 4756 8093 4785 8179 4777 7665 2917 5054 1889 5017 3959 6974 Day Total 0 11855 12849 12964 12442 7971 6906 10933 Splits 0.0% 0.0% 34.0% 66.0% 37.0% 63.0% 36.9% 63.1% 38.4% 61.6% 36.6% 63.4% 27.4% 72.6% 36.2% 63.8% Peak 07:45 04:45 11:00 04:30 11:00 04:45 11:00 04:45 11:00 00:15 11:00 02:30 11:00 04:30 Vol. 963 1053 891 1134 956 1125 1001 1056 671 746 524 679 820 897 P.H.F. 0.845 0.940 0.880 0.859 0.895 0.882 0.881 0.817 0.917 0.937 0.814 0.875 0.949 0.890 •KM Engineering, Inc. • Page 2 9 9, McChesney Professional Bldg 601 Nikles Dr Suite 2 Site Code: 000000012601 Rouse Avenue-South Leg Bozeman MT 59715 Station ID: Rouse South Leg Phone: (406)586-8834 Fax: (406)586-1730 Date Printed: 27-Sep-05 Start 15-Aug-05 Tue Wed Thu Fri Sat Sun Average Day Time A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. 12:00 24 277 14 247 15 ' " " ' 18 262 12:15 8 247 14 266 18 " " » " " 13 256 12:30 6 234 9 254 11 » ' ' 9 244 12:45 10 266 11 254 6 • ' " ' ' 9 260 01:00 9 272 7 253 12 " ' ' ' » » 9 262 01:15 4 256 5 251 6 » • " 5 254 01:30 3 231 8 222 9 " • ' " ' " 7 226 01:45 6 206 8 225 7 " ' " ' 7 216 02:00 7 271 6 234 9 » ' • ' ' ' 7 252 02:15 7 257 11 199 5 ' " ' ' " ' ' 8 228 02:30 5 215 6 212 5 " " " ' ' 5 214 02:45 2 241 8 236 13 ' » ' ' 8 238 03:00 4 211 3 231 1 » " " 3 221 03:15 3 233 3 258 3 ' " 3 246 03:30 6 236 5 249 3 » " " 5 242 03:45 5 238 8 253 4 " » • ` 6 246 04:00 2 225 5 223 4 " ' ' " 4 224 04:15 1 225 5 272 5 » " » " 4 248 04:30 8 233 2 257 9 ' " " 6 245 27 04:45 14 1' 13—276 13 " • • 13 - 274! 05:00 41 317 4 j 335 4 " 41 326 05:15 9 332 13, 310 13 ' 12 321 � 05:30 261 273 28 : 267 29 ' " ' " 28 2701 05:45 38 240 52 236 51 » " 47 238 06:00 35 197 45 181 41 ' " ' ' 40 189 06:15 57 157 70 177 65 ' " ' ' " " 64 167 167 07:00 125 161 135 131 125 ' ' " " » ' " 128 146 07:15 165 124 168 119 169 ' ' ' " » ' ' 167 122 07:30 _207 106 218 127 199 ' ' " ' " " 208 116 07:45 ^ 256' 113 255 110 240' ' ' " " 250 112 08:00 227 95 213 97 2361 ' ' " • " " " 225 96 08:15 230 91 208 91 228 • ' ' ' 222 91 08:30 2271 101 199 881 207 j " » ' » ' ' ' 211 94 09:00 185 70 I 217 81 I 216 • I + I + . I I y y 246 91 206 76 09:15 180 64 191 55 1 191 I I ' ' " " 187 60 09:30 196 48 175 68 174 182 58 09:45 216 60 1 228 48 194 • • 213 54 10:00 208 39 1 203 55 1 222 » » I I » I I 211 47 10:15 219 27 1 192 39 194 I I " » I I " " I 202 33 10:30 195 39 195 34 201 197 36 10:45 236 301 236 31 " 1 ' " » �, 236 30 11:00 223 23 1 203 23 I ' I " " I » ' I " I ' 213 23 11:15 231 181 222 28 ' ' ' ' ' ' ' 226 23 11:30 228 171 237 21 I ' ' ' ' ' ' " » » 232 19 11:45 249 131 259 161 254 14 Total 4814 8018 4821 8039 3656 0 0 0 0 0 0 0 0 0 4818 8028 Day 12832 12860 3656 0 0 0 0 12846 Total Splits 37.5% 62.5% 37.5% 62.5% 100.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 37.5% 62.5% Peak 07:45 04:45 11:00 04:45 07:45 11:00 04:45 Vol. 940 1193 921 1188 911 925 1191 P.H.F. 0.918 0.808 0.889 0.887 0.949 0.910 0.913 ADT ADT 11,581 AADT 11,581 E N G I.N E E R I N -0 McChesney Professional Building 601 Nikles Drive, Suite 2 Bozeman, MT 59715 Phone: (406)586-8834 Fax: (406) 586-1730 File Name : OAK-RO-1 Site Code : 00000000 Start Date : 8/11/2005 Page No : 1 Groups Printed-Unshifted ROUSE OAK ROUSE OAK From North From East - Fr om South From West Start Time Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Int.Total 04:00 PM 0 76 23 99 2 0 0 2 32 81 2 115 18 3 48 69 285 04:15 PM 1 67 19 87 1 0 0 1 37 92 1 130 20 1 42 63 281 04:30 PM 0 74 21 95 0 1 0 1 44 72 0 116 31 1 39 71 283 04:45 PM 0 90 33 123 0 0 0 0 41 84 1 126 25 0 37 62 311 Total 1 307 96 404 3 1 0 4 154 329 4 487 94 5 166 265 1160 05:00 PM 0 124 48 172 0 0 0 0 60 105 0 165 18 0 36 54 391 05:15 PM 0 96 42 138 0 0 0 0 55 123 0 178 17 1 42 60 376 05:30 PM 0 76 39 115 0 0 0 0 41 83 0 124 22 0 31 53 292 05:45 PM 0 97 28 125 0 0 1 1 46 75 2 123 19 1 28 48 297 Total 0 393 157 550 0 0 1 1 202 386 2 590 76 2 137 215 1356 Grand Total 1 700 253 954 3 1 1 5 356 715 6 1077 170 7 303 480 2516 Apprch% 0.1 73.4 26.5 60 20 20 33.1 66.4 0.6 35.4 1.5 63.1 Total% 0 27.8 10.1 37.9 0.1 0 0 0.2 14.1 28.4 0.2 42.8 6.8 0.3 12 19.1 li 4 0 C 9 E N G I N E E R . I McChesney Professional Building 601 Nikles Drive, Suite 2 Bozeman, MT 59715 Phone: (406) 586-8834 Fax: (406)586-1730 File Name : OAK-RO-1 Site Code : 00000000 Start Date : 8/11/2005 Page No : 2 ROUSE Out In Total 88- 954 I 1840 253 E700 1 Right Thru Left IJ I L� 0o0 0 AM o�J North 0 Y c a t—► 8/11/2005 04:00 PM 1—; S D O r 8/11/2005 05:45 PM ` O m �� Unshifted rm 0 w - - w o �d co— Left Thru Right 3561 7151 6 1006 1077 E2083 Out In Total i i I E N G I N E E R I N G � McChesney Professional Building 601 Nikles Drive, Suite 2 Bozeman, MT 59715 Phone: (406)586-8834 Fax: (406) 586-1730 File Name : OAK-RO-1 Site Code : 00000000 Start Date : 8/11/2005 Page No : 3 _ 1 — E N G I N E E R I N G McChesney Professional Building 601 Nikles Drive, Suite 2 Bozeman, MT 59715 Phone: (406) 586-8834 Fax: (406) 586-1730 File Name : OAK-RO-1 Site Code : 00000000 Start Date : 8/11/2005 Page No : 4 ROUSE OAK ROUSE OAK From North From East From South From West Start Time Left Thru Right APP Total Left I Thru Right App.Total Left Thru Right 4p Total Left r Thru Right App.Total Int.Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 90 33 123 0 0 0 0 41 84 1 126 25 0 37 62 311 05:00 PM 0 124 48 172 0 0 0 0 gp 105 0 165 18 0 36 54 391 05:15 PM 0 96 42 138 0 0 0 0 55 123 0 178 17 1 42 60 376 05:30 PM 0 76 39 115 0 0 0 0 41 83 0 124 22 0 31 53 292 Total Volume 0 386 162 548 0 0 0 0 197 395 1 593 82 1 146 229 1370 °/a App.Total 0 70.4 29.6 0 0 0 33.2 66.6 0.2 35.8 0.4 63.8 PHF 1 .000 .778 .844 .797 .000 .000 .000 .000 .821 .803 .250 .833 .820 .250 .869 .923 .876 E N G I N E E R I N G McChesney Professional Building 601 Nikles Drive, Suite 2 Bozeman, MT 59715 Phone: (406)586-8834 Fax: (406) 586-1730 File Name : OAK-RO-1 Site Code : 00000000 Start Date : 8/11/2005 Page No : 5 ROUSE OAK ROUSE OAK From North From East From South From West Start Time Left Thru Right qpp.Total Left Thru Right qpp.Total Left Thru Right App Total Left Thru Right App.Total Int.Total j Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 1 05:00 PM 04:00 PM 04:45 PM 04:00 PM +0 mins. 0 124 48 172 2 0 0 2 41 84 1 126 18 3 48 69 +15 mins. 0 96 42 138 1 0 0 1 60 105 0 165 20 1 42 63 +30 mins. 0 76 39 115 0 1 0 1 55 123 0 178 31 1 39 71 +45 mins. 0 97 28 125 0 0 0 0 41 83 0 124 25 0 37 62 Total Volume 0 393 157 550 3 1 0 4 197 395 1 593 94 5 166 265 %App.Total 0 71.5 28.5 75 25 0 33.2 66.6 0.2 35.5 1.9 62.6 PHF 1 .000 .792 .818 .799 .375 .250 .000 .500 .821 .803 .250 .833 .758 .417 .865 .933 _,; fir_ o r I tt r r 7 PM Peak Hour - Oak and Rouse 180 180 160 160 140 - — 140 120 . 120 100 - 100 E 0 80 80 60 ,,,.�,,. ,, ...�:�,,,,,, 60 40 - 40 20 20 0 0 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM Time of Day ROUSE-From North — DRIVEWAY-From East — ROUSE-From South --- OAK-From West Appendix Section Two • OF HCM Unsignalized Intersection Capacity Analysis • Background 100: Oak & Rouse * 2-Way Stop Control Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '* *T+ ? 4 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 82 1 146 0 0 0 197 395 1 0 386 162 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 93 1 166 0 0 0 224 449 1 0 439 184 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1427 1428 631 1694 1520 449 623 460 vC1, stage 1 conf Vol vC2, stage 2 conf Vol vCu, unblocked Vol 1427 1428 531 1594 1520 449 623 450 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 0 99 70 100 100 100 77 100 cM capacity (veh/h) 92 103 548 49 91 610 958 1110 Direction, Lane# EB 1 EB 2 WB 1 NB 1 NB 2 SB 1 Volume Total 93 167 0 224 450 623 Volume Left 93 0 0 224 0 0 Volume Right 0 166 0 0 1 184 cSH 92 533 1700 958 1700 1110 Volume to Capacity 1.01 0.31 0.00 0.23 0.26 0.00 Queue Length 95th (ft) 149 33 0 23 0 0 Control Delay (s) 178.5 14.8 0.0 9.9 0.0 0.0 Lane LOS F B A A Approach Delay(s) 73.4 0.0 3.3 0.0 Approach LOS F A 1 Intersection Summary Average Delay 13.7 Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period (min) 15 Oak & Rouse Comm. Sub. 2005 Background Traffic HKM Engineering Inc. HCM Unsignalized Intersection Capacity Analysis Background 101: Oak & Driveway 2-Way Stop Control Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T Y Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 0 229 359 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 249 390 0 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 390 639 390 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 390 639 390 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 1168 440 658 Direction, Lane# EB 1 WB 1 SB 1 Volume Total 249 390 0 Volume Left 0 0 0 Volume Right 0 0 0 cSH 1168 1700 1700 Volume to Capacity 0.00 0.23 0.00 Queue Length 95th (ft) 0 0 0 Control Delay (s) 0.0 0.0 0.0 Lane LOS A Approach Delay(s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 22.2% ICU Level of Service A Analysis Period (min) 15 Oak & Rouse Comm. Sub. 2005 Background Traffic HKM Engineering Inc. HCM Unsignalized Intersectionlapacity Analysis Background 102: Driveway & Rouse 2-Way Stop Control Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 0 0 477 548 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 0 518 596 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1114 596 596 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1114 596 596 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 i cM capacity (veh/h) 230 504 981 Direction, Lane# EB 1 NB 1 SB 1 Volume Total 0 518 596 Volume Left 0 0 0 Volume Right 0 0 0 cSH 1700 981 1700 Volume to Capacity 0.00 0.00 0.35 Queue Length 95th (ft) 0 0 0 Control Delay (s) 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.0 0.0 Approach LOS A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 32.2% ICU Level of Service A Analysis Period (min) 15 Oak& Rouse Comm. Sub. 2005 Background Traffic HKM Engineering Inc. HCM Unsignalized Intersection Capacity Analysis • Background Plus Site 100: Oak & Rouse 2-Way Stop Control Movement EBE EBT EBR WBC—WBT-WBR NSE 'NBT NBR SBL SBT SBR, Lane Configurations �Sign Control Stag -- Stop Free F Fee—, Grade 0% 0% 0% 0% ,Volume ()�eh/h) 82 1 146 0 0 0 203 400 1 0 411 1 162 Peak Hour Factor 0.88 0.88 6.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow�rate (Fph) 93 1 166 0 0 0 231 455 1 0 4 6 7--1 M 'Pedestrians Lane Width ft) Walking Speed (fUs) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) 0 5EEW(��.- --- pX, platoon unblocked LC, —conflicting volume 147 1476 559 1642 1568 455 651 56 _ vC1, stage 1 conf vol vC2,,.§tage 2 con vol vCu, unblocked vol 1475 1476 559 1642 1568 455 651 456 single (9) 7.1-6-57-672--7.1-6-5-6 2-4-1 4-1 tC, 2 stage (s) EF (9)— - 3.5 4.0 3.3 3.5-4-.6-3-.3-2.2 2.2 pO queue free 9/6 0 99 69 100 100 100 75 100 cM�Ea p- —85 95 528 4 4-605—4 8 -0-:�5-- 11.05 2c�iy (7WIfiT Direction. ane W EB-1 EB 2 WB1 NB N132 SBI Volume Total 93 167 0 231 456 651 _j Volume Left 93 0 0 231 0 0 Volume Ri-ght —0--1'66 - 0-0-1-1-84 cSH 85 513 1700 935 1700 1105 Volume to Capacity 0.33 0.00 Queue Length 95th (ft) 162 35 0 24 0 0 tontr&lb-el I s-)---2*!T3--i 54 0.0-10.1 0.0 0.0 Lane LOS F C A B _Approach Loach Delay_(g- 87.7 0.0 3.4 0.0 Approach LOS F A Intersection Summary Average Delay 15.7 Intersection Capacity Utilization 71.7% ICULevel of Service C _ { Analysis Period (min) 15 Oak & Rouse Comm. Sub. 2005 Back Plus Site HKM Engineering Inc. HCM Unsignalized Intersection Capacity Analysis Background Plus Site 10 1: Oak & Driveway 2-way Stop Control \ 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations *' 1� r Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 9 226 357 8 0 17 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 10 246 388 9 0 18 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 397 658 392 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 397 658 392 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 100 97 cM capacity (veh/h) 1162 426 656 Direction, Lane# EB 1 WB 1 SB 1 Volume Total 255 397 18 Volume Left 10 0 0 Volume Right 0 9 18 cSH 1162 1700 656 Volume to Capacity 0.01 0.23 0.03 Queue Length 95th (ft) 1 0 2 Control Delay (s) 0.4 0.0 10.6 Lane LOS A B Approach Delay(s) 0.4 0.0 10.6 Approach LOS B 1I6tersecti6n Summary Average Delay 0.4 Intersection Capacity Utilization 29.3% ICU Level of Service A Analysis Period (min) 15 I Oak & Rouse Comm. Sub. 2005 Back Plus Site HKM Engineering Inc. C HCM Unsignalized Intersectionlapacity Analysis Background Plus Site 102: Driveway & Rouse 2-Way Stop Control Movement EBL EBR NBL NBT SBT SBR Lane Configurations ►fir *' T Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 30 34 13 469 541 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 33 37 14 510 588 20 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1136 598 608 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1136 598 608 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 85 93 99 cM capacity(veh/h) 220 502 971 Direction, Lane#k EB 1 NB 1 SB 1 Volume Total 70 524 608 Volume Left 33 14 0 Volume Right 37 0 20 cSH 314 971 1700 Volume to Capacity 0.22 0.01 0.36 Queue Length 95th (ft) 21 1 0 Control Delay (s) 19.7 0.4 0.0 Lane LOS C A i Approach Delay (s) 19.7 0.4 0.0 Approach LOS C Intersection Summary Average Delay 1.3 j Intersection Capacity Utilization 45.6% ICU Level of Service A Analysis Period (min) 15 Oak& Rouse Comm. Sub. 2005 Back Plus Site HKM Engineering Inc. i HCM Signalized Intersection C•acity Analysis 3: Oak & Rouse Background - Signal Movement EBL EBT EBR WBL WBT" WBR ' NBL NBT NBR SBL SBT SBR Lane Configurations 14 , ►� 1� + Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1000 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.96 Fit Protected 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1585 1770 1862 1788 Fit Permitted 0.16 1.00 0.38 1.00 1.00 Satd. Flow(perm) 1410 1585 713 1862 1788 Volume (vph) 82 1 146 0 0 0 197 395 1 0 386 162 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow(vph) 93 1 166 0 0 0 224 449 1 0 439 184 RTOR Reduction (vph) 0 143 0 0 0 0 0 0 0 0 17 0 Lane Group Flow (vph) 93 24 0 0 0 0 224 450 0 0 606 0 Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 9.0 9.0 46.6 46.6 46.6 Effective Green, g (s) 9.0 9.0 46.6 46.6 46.6 Actuated g/C Ratio 0.14 0.14 0.73 0.73 0.13 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 200 224 522 1364 1310 • v/s Ratio Prot 0.02 0.24 c0.34 v/s Ratio Perm c0.07 0.31 v/c Ratio 0.46 0.11 0.43 0.33 0.46 Uniform Delay, d1 25.1 23.8 3.3 3.0 3.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.7 0.2 2.6 0.6 1.2 i Delay (s) 26.8 24.0 5.9 3.6 4.6 Level of Service C C A A A Approach Delay(s) 25.0 0.0 4.4 4.6 Approach LOS C A A A ;Intersection Summary HCM Average Control Delay 7.9 HCM Level of Service A HCM Volume to Capacity ratio 0.46 Actuated Cycle Length (s) 63.6 Sum of lost time (s) 8.0 Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group North Side Subdivision 2005 Existing HKM Engineering Inc. HCM Signalized Intersection Aapkcity Analysis • Background Plus Site 100: Oak & Rouse * Silgnalization • Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR, Lane Configurations '* 41� 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1000 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.96 Fit Protected 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1585 1770 1862 1792 Flt Permitted 0.76 1.00 0.37 1.00 1.00 Satd. Flow(perm) 1410 1585 684 1862 1792 Volume (vph) 82 1 146 0 0 0 203 400 1 0 411 162 Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow(vph) 93 1 166 0 0 0 231 455 1 0 467 184 RTOR Reduction (vph) 0 143 0 0 0 0 0 0 0 0 16 0 Lane Group Flow (vph) 93 24 0 0 0 0 231 456 0 0 635 0 Turn Type Perm Perm Perm Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 9.0 9.0 46.6 46.6 46.6 Effective Green, g (s) 9.0 9.0 46.6 46.6 46.6 Actuated g/C Ratio 0.14 0.14 0.73 0.73 0.73 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 200 224 501 1364 1313 v/s Ratio Prot 0.02 0.24 c0.35 v/s Ratio Perm c0.07 0.34 v/c Ratio 0.46 0.11 0.46 0.33 0.48 Uniform Delay, d1 25.1 23.8 3.4 3.0 3.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.7 0.2 3.0 0.7 1.3 Delay(s) 26.8 24.0 6.5 3.7 4.8 Level of Service C C A A A Approach Delay (s) 25.0 0.0 4.6 4.8 Approach LOS C A A A ,Intersection Summary HCM Average Control Delay 8.0 HCM Level of Service A HCM Volume to Capacity ratio 0.48 Actuated Cycle Length (s) 63.6 Sum of lost time (s) 8.0 € Intersection Capacity Utilization 71.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group North Side Subdivision 2005 Back Plus Site HKM Engineering Inc. HKM Engineering, Inc Northside Subdivision Commercial Development North Rouse Avenue at Oak Street(2005- Background Volume) Study Name:PCwarrants Study Signal Warrants - Summary Page No.te :08129I05 Major Street Approaches Minor Street Approaches Northbound: N ROUSE AVE Eastbound: OAK ST Number of Lanes:1 Number of Lanes:1 Approach Speed:0 Total Approach Volume:1,077 Total Approach Volume:480 Southbound: N ROUSE AVE Westbound: OAK ST Number of Lanes:1 Number of Lanes:1 Approach Speed:0 Total Approach Volume:954 Total Approach Volume:5 Warrant Summary (Urban values apply.) Warrant 1 -Eight Hour Vehicular Volumes ........................................................................................................................... Not Evaluated Warrant 1A-Minimum Vehicular Volume ........................................................................................Not Evaluated Warrant 113-Interruption of Continuous Traffic ..............................................................................Not Evaluated Warrant 1 A&B-Combination of Warrants .....................................................................................Not Evaluated Warrant2-Four Hour Volumes ............................................................................................................................................. Not Evaluated Warrant3-Peak Hour ............................................................................................................................................................. Satisfied Warrant3A-Peak Hour Delay ..........................................................................................................Not Satisfied Total approach volumes and delays on minor street do not exceed minimums for any hour. Warrant 36-Peak Hour Volumes .....................................................................................................Satisfied Volumes exceed minimums for at least one hour. Warrant4-Pedestrian Volumes ............................................................................................................................................ Not Evaluated Warrant5-School Crossing .................................................................................................................................................. Not Evaluated Warrant6-Coordinated Signal System ................................................................................................................................ Not Evaluated Warrant7-Crash Experience ................................................................................................................................................ Not Evaluated Warrant8-Roadway Network ............................................................................................................................................... Not Evaluated HKM Engineering, Inc Northside Subdivision Commercial Development North Rouse Avenue at Oak Street(2005-Background Volume) Study Name: PCwarrants Study Date :08/29/05 Signal Warrants - Summary Page No. :2 700 Warrant Curves a600 Peak Hour Warrant Four Hour Warrant L 0 500 [Urban, 1 major lane and 1 minor lane curves used] Q. a Q m E 400 0 a� L 300 1� (D 1 T tz tz 200 0 C_ 100 0 200 400 600 800 1000 1200 1400 1600 1800 Major Street-Total of Both Directions(VPH) Analysis of 8-Hour Volume Warrants: Hour Major Higher Minor War-1A War-1B War-1A&B Begin Total Vol Dir Major Crit Minor Crit Meets? Major Crit Minor Crit Meets? Major Crit Minor Crit Meets? 00:00 0 0 EB 500-No 150-No --- 750-No 75-No 600-No 120-No --- 01:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 02:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 03:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 04:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 05:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 06:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 07:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- f 08:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 09:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 10:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 11:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 12:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 13:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 14:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 15:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 16:00 I 891 I 265 EB 1500-Yes 150-Yes Both 1750-Yes 75-Yes Both 1600-Yes 120-Yes Both 17:00 11,140 I 215 EB 1500-Yes 150-Yes Both 1750-Yes 75-Yes Both 1600-Yes 120-Yes Both 18:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 19:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 20:00 I 0 I 0 EB I 500-No 150-No I 750-No 75-No I 600-No 120-No 21:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 22:00 I 0 I 0 EB I 500-No 150-No --- I 750-No 75-No --- I 600-No 120-No --- 23:00 0 0 EB 500-No 150-No -- 750-No 75-No --- 600-No 120-No --- • • • • �. • � b x .� w Appendix 13 AdjoiningCIO Property Owners roP Y Northside Planned Unit Developmgnt Al 3.1 montana avenue partners, Ic Certificate of Ajoig Property Owners • CERTIFICATE OF ADJOINING PROPERTY OWNERS LIST I, Scott Dehlendorf,Manager,Montana Avenue Partners,LLC , hereby certify that, to the best of my knowledge, the attached name and address list of all adjoining property owners within 200 feet of the property located at 1227 N Rouse Ave.,Bozeman,W 59715 , is a ,true and accurate list from the last declared Gallatin County tax records. I further understand that an inaccurate list may delay review of the project. Signature (Certificate cif Adjoining Property Owners:List—'Prepared 11J20[03) i Northside Planned Unit Development m A 13.3 ontana avenue partners, lic List of Property Owners within 200' Block 99 Joel Peterson 2621 W College St.Suite C Bozeman,MT 59718-3982 Block 113 Elmore&Marian D.Kannegaard 1220 N Rouse Ave. Bozeman,MT 59715-2937 Block 2 Bozeman Pea Cannery Properties P.O.Box 668 Bozeman,MT 59771-0668 Block 113 Curds&Ahsa Porteus 1619 Bridget Dr. Bozeman,MT 59715-2327 Block 113 Montana Ponds Inc 4323 Rocky Mountain Rd. Belgrade,MT 59714-8028 Block 114 Kenyon Noble Lumber Co. 25 E Mendenhall St. Bozeman,MT 59715-3666 State of MT P.O.Box 201601 Helena,MT 59620 Northern Pacific RY CO P.O.Box 961089 Fort Worth,TX 76161-0089 Gallatin County Fairgrounds 311 W Main St. Bozeman,MT 59715 i I I • Northside Planned Unit Developm m gnt Al 3.5 ontana avenue partners, it • • ... I ,� • � 0 A • , • Appendix 14 Product Cut Sheets Northside Planned Unit u Developmtlnt A 14.1 montana avenue partners, Ic :. . . • I O � � � � +tV` '� yyy �. i � a .1 ,spy �} � � � }} : � j` ,�'� .. � .. //f _ f' .� '�� �_ { � � p. � �� � �, � � �, .i '� _ _ ,� � ; Y' i -� �: � ���... ��rJy T_. U� � r"'� t�'� L— • --- -- � ---- � 1 1y. �-`�� �.mil' � "�.� _ � �!�} � r r' � ' .- -. �- - .• � I 0 • VRB Configurations Vandal Resistant Round Bollards Single Function Luminaire VRB1 and VRB3 Horizontal louvers provide 3601 of down-lighting' with total lamp source cutoff above 90° horizontal. Designed for lighting walkways, entrances, courtyards, and landscaped areas where fixtures are viewable from all directions.See page 10. {' r k, KItM LIGHTING 9 Northside Planned Unit Development A14.4 montana avenue partners, Ilc VRB Vandal Resistant Round Bollards Features VRB1 and VRB3 Single Function Luminaire 3600 Horizontal Louvers 3600 65°Louver Angle Compact glass lamp enclosure allows deep horizontal louvers with a high angle for greater light throw. Closed vertical spacing eliminates direct viewing of the light source above horizontal, ensuring glare- free,efficient illumination. Total Source Cutoff Above 90' High-Angle Light Throw Excellent light uniformity and fixture spacing is achieved as a result of the high-angle light throw. Peak candlepower is at 67.50. Vertical Shadowless Lighting Internal flutes in the glass lamp enclosure eliminate shadows by refracting light around structural supports and vertical louvers. Phosphor coated lamps are • C recommended, and VRB2 and VRB4 models should be located at least 10' from the vertical surface for best results. 1 I i Horizont at Ligh 70 K@M LIGHTING Northside Planned Unit Development A 1 4.montana avenue partners, Ic 5 I VRB Features Vandal Resistant Round Bollards Vandal Resistant Concealed Access Air Cooling Construction Added security against Natural air currents provide Luminaire components are , vandalism is provided by flow-through ventilation, cooling heavy-wall aluminum castings. „ concealed access screws. the exterior metal surfaces and The top cap is available in either A standard alien wrench interior optical compartment, domed or flat-top configuration, loosens screws, allowing thereby minimizing excessive and the louver modules are L •q access for lamp replacement by heat build-up. one-piece castings which a;•' twist-lock removal of the top provide greater strength than cap. Complete removal of individually stacked louvers. screws is not required. ap n 9r y�, t, _ ,• _ • Installation and Mounting Base Details Aluminum Shaft Concrete Shaft N Installation in Installation in Installation in Soil Paving or Hardscape Installation in Soil Paving or Hardscape Electrical Aluminum shaft Electrical Concrete shaft bollards components are bollards are installed components are are installed with anchor factory mounted and with anchor bolts in factory mounted and bolts embedded in a prewired to a rigid a poured-in-place prewired to a rigid below grade,poured-in- bracket,bolted to footing(by others). harness,suspended place-footing(by others). the anchor base. Internal anchor base within the shaft. �. Leveling nuts make is leveled prior to installation and When mounting in Aluminum shaft installing the shaft. o:.' alignment fast and . twist-locks to the soil,anchor bolt : accurate.All fastening _ base casting and fasteners and other hardware must not secures with two hardware must be >: g. contact soil or other recessed alien protected from soil by °�. corrosive elements. screws. grouting. : Paving 9 Soil Pavin Soil . ..�.•. .d�' '.�. '.:�:.P:.': .aw:Y1.�.;f ( 1�- :P:,:;o .:`4;.,:6.'P:' .o.e.`4 IIIII=I A.' .Yr.' A.. .. .'.kr'.R•�.' I� ,. ,w•:: .. C'w .'.b6'w.� '.0 w: 4P.o.. °. pal— f .� Wiring and Wiring and footing footing :7- (by others). (by others). o... A. Qa. KIfM LIGHTING 77 Northside Planned Unit Developm nt A14.6 montana avenue partners,11c VRB1 / VRB3 Orderings Information Vandal Resistant Round Bollards Concrete Ordering Example: Luminaire Luminaire Shaft Concrete Fixture Electrical Module Finish Option Fixture Electrical Module Finish Finish Option Fixture Finish VRB1/100MH120/BL-P/HS V116110/100MH120/131--P/CH-1011-IS VRBC/CH-C 1 2 3 5 1 2 3 4 5 1 4 Unlighted Fixture with Aluminum Shaft Fixture with Concrete Shaft Concrete Bollard 1 Fixture: Cat. No. designates VRB1 and h a VR1133 fixture and shaft. Top Caps available: VRB1-Domed Top Al. VRB3-Flat Top Cat.No.: VRB1 VRB3 Cat.No.: VRB1C VRl33C Cat.No.:VRBC Domed Top Flat Top Domed Top Flat Top 2 Electrical Module: 70HPS120 100HPS120 70HPS120 100HPS120 HPS = High Pressure Sodium 70HPS208 100HPS208 70HPS208 100HPS208 9 70HPS240 100HPS240 70HPS240 100HPS240 MH = Metal Halide 70HPS277 100HPS277 70HPS277 100HPS277 70HPS347 100HPS347 70HPS347 100HPS347 PL = Compact Fluorescent 70MH120 100MH120 70MH120 100MH720 See lamp and electrical data on 70MH2O8 100MH2O8 70MH2O8 100MH208 page 65 for ballast types and 70MH240 10OMH240 70MH240 10OMH240 characteristics. 70MH277 100MH277 70MH277 10OMH277 70MH347 10OMH347 70MH347 10OMH347 Lamp Lamp Line 42PL120' 42PL120' Watts Type Volts 42PL208' 42PL208' 100 MH 120 42PL240' 42PL240' 42PL277' 42PL27P Coated lamps recommended. '42PL operates one 26,32,or 42 watt lamp at 120 thru 277 volts(50-60 Hz). NOTE:For lamp/ballast information outside of the U.S.A.and Canada,please consult your local Kim representative. 3 Luminaire Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors Super TGIC powder coat paint Cat.No.: BL-P DB-P LG-P PS-P WH-P CC-P over chromate conversion coating. Consult representative NOTE: Black and Dark Bronze colors will produce slightly less louver for custom colors. brightness than Light Gray or White.See below. 4 Concrete Finish: Color: Brown Charcoal Natural Gray White Available colors are integral in Cat.No.: BR-C CH-C NG-C WH-C concrete mix. 5 Optional Houseside Cat.No.: HS 180°trimmable houseside shield that inserts inside lamp enclosure. Shield: .032'thick natural aluminum,trimmable in field. Fixture with Aluminum Shaft: VRB1 and VRB3 models are provided with matching powder '* coat paint finishes on fixture and shaft. Standard colors are as follows: Cat.No.: BL-P DB-P LG-P PS-P WH-P Color: Black Dark Bronze Light Gray Platinum Silver White KIM LIGHTING 72S Northside Planned Unit Developmgnt A14.7 montana avenue partners, Ic VRB2 / VRB4 Ordering Information Vandal Resistant Round Bollard Concrete Ordering Example: Luminaire Luminaire Shaft Concrete Fixture Electrical Module Finish Fixture Electrical Module Finish Finish Fixture Finish VRB2/100HPS120/LG-P VRB2C/100HPS120/LG-P/NG-C VRBC/NG-C 1 2 3 1 2 3 4 1 4 Fixture with Aluminum Shaft Fixture with Concrete Shaft Unlighted Concrete Bollard 1 Fixture: Cat. No. designates VRB2 and VRB4 fixture and shaft. o o a i Top Caps available: VRB2-Domed Top JIM VRB4-Flat Top Cat.No.: VRB2 VRB4 Cat.No.: VRB2C VR64C Cat.No.:VRBC Domed Top Flat Top Domed Top Flat Top 2 Electrical Module: 70HPS120 100HPS120 70HPS120 100HPS120 HPS = High Pressure Sodium 70HPS240 100HPS240 70HPS240 100HPS208 40 g 70HPS240 100HPS240 70HPS240 100HPS240 � MH = Metal Halide 70HPS277 100HPS277 70HPS277 100HPS277 70HPS347 100HPS347 70HPS347 100HPS347 PL =Compact Fluorescent 70MH120 100MH120 70MH120 10OMH120 See lamp and electrical data on 70MH2O8 100MH2O8 70MH2O8 10OMH2O8 page 65 for ballast types and 70MH240 100MH240 70MH240 100MH240 characteristics. 70MH277 10OMH277 70MH277 100MH277 70MH347 100MH347 70MH347 10OMH347 Lamp Lamp Line 42PL120' 42PL120' Watts Type Volts 42PL2081 42PL2081 100 HPS 120 42PL240 42PL240 42131-277' 42PL277' Coated lamps recommended. '42PL operates one 26,32,or 42 watt lamp at 120 thru 277 volts(50-60 Hz). NOTE:For lamp/ballast information outside of the U.S.A.and Canada,please consult your local Kim representative. 3 Luminaire Finish: Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors Super TGIC powder coat paint Cat.No.: BL-P DB-P LG-P PS-P WH-P CC-P over chromate conversion coating. Consult representative NOTE: Black and Dark Bronze colors will produce slightly less louver for custom colors. brightness than Light Gray or White.See below. 4 Concrete Finish: Color: Brown Charcoal Natural Gray White Available colors are integral in Cat.No.: BR-C CH-C NG-C WH-C concrete mix. Fixture with Aluminum Shaft: VRB2 and VR134 models are provided with matching powder ' coat paint finishes on fixture and shaft. Standard colors are ` as follows: Cat.No.: BL-P DB-P LG-P PS-P WH-P Color: Black Dark Bronze Light Gray Platinum Silver White KIM LIGHTING 76 Northside Planned Unit Development 14.8 montana avenue partners, Ilc • Parking Lot Lighting StructuralTM Structural" represents a breakthrough concept. Never Table of Contents before has a Site / Area ........__..._................._.._._.............._.._..........................._ luminaire offered such versatility Relativity 2-3 in complementing architectural Horizontal Lamp _ 4 design.Structural's elegant form Optical System Features 6 is an orchestrated combination of simple shapes in a dynamic Mechanical Design Features 8 architectural luminaire. The Installation and Maintenance 9 addition of optional structural STX Ordering Information_12-13 elements produces a STL Ordering Information 14-15 beautiful enhancement to today's structurally expressive STS Ordering Information 16-17 architecture. Functionally, Proportion Guide_ 21 Structural combines state-of- Photometrics,Applicationu the-art optics, materials, and Engineering Services .22 ergonomics to create glare free, I_...._._._..............._...._........................._. ..... low maintenance lighting ' solutions. The STX (1000W Structural) is available in H.I.D. ` lamp modes to 1000 watts. The STL (Large Structural) is available in H.I.D. lamp modes to 400 watts. The STS (Small ISO 9001:2000 Structural) is available to 175 watts, and is perfectly MOM LJGKMG scaled for pathways and courtyards. When used SITE/AREA together, they provide a ' PARKING STRUCTURE logical scale transition from ROADWAY parking lot to building entrance. ARCHITECTURAL FLOOD ACCENT LANDSCAPE MAILING ADDRESS: P.O.BOX 60080 CITY OF INDUSTRY,CA 91716-0080 BUSINESS ADDRESS: 16555 EAST GALE AVENUE CITY OF INDUSTRY,CA 91745 U.S.A. PHONE 626/968-5666 FAX 626/369-2695 ENTIRE CONTENTS a COPYRIGHT 2003 KIM LIGHTING INC. ALL RIGHTS RESERVED YJ,� REPRODUCTION IN WHCLE OR IN PART WITHOUT PERMISSION IS STRICTLY PROHIBITED. U.S.PATENTS D439.695.D440,704, 0440,705,D441,705.D465,302 R I www.kimlighting.com r. . ti t� cr7Y HUBBELI Hubbell Lighting,Inc. Printed in U.S.A. 5505303744 Version 10/03 Northside Planned Unit Developmelnt A 14.9 n u lootana avenue partners, Ic Horizontal Lamp • See the Kim Site/Roadway Optical Systems Catalog for complete details and explanation of optical system features. Horizontal Lamp Available in Type II, Type III, Type IV, and Type V Square Horizontal - distributions. This flat lens system provides maximum cutoff Lamp z control and very good uniformity. Sealed optics and performance reflector technology allow this p p 9Y \ horizontal lamp optical system to maximize lamp output. An optional houseside shield is available for Types II, III, and IV Flat Lens distributions. O Type II Type III Type IV Type V An optional convex lens offers increased lens presence, a subtle improvement in uniformity, and increased effectiveness of houseside shielding. W.n.�, Optional Convex Lens Sharp Cutoff Structural luminaire utilizes a horizontal lamp orientation with a flat glass lens to produce sharp cutoff with zero light above 900 horizontal. In addition, the reflector system has been carefully engineered to provide maximum pole spacing with outstanding visual uniformity. The primary reflector panels are highly specular to achieve precise lamp arc reflections toward the proper areas on the ground. Excessive straight-down illumination is avoided by the elimination of downward reflecting surfaces. 1. Typical horizontal lamp luminaires produce excessive straight- down illumination in relation to the side throw. This causes poor uniformity. 2. The Structural reflectors have reduced straight-down illumination with increased side throw.This produces excellent pole spacing and uniformity. A. High-angle maximum candlepower and sharp cutoff are produced by the smooth specular side panels. B. A specular peened upper reflector spreads light into the mid- range, gradually increasing the intensity toward higher angles while avoiding any low-angle reflections. C. At low angles, bare lamp illumination is more than adequate. The elimination of downward reflecting surfaces greatly in- F. creases uniformity. as MrA LIGHTING Northside Planned Unit Developm nt 14.10 montana avenue partners,�lc �I Four Light Distributions Seven Mounting Arrangements Site geometry determines the specific light distribution �• ��� or combination of light distributions that will efficiently I I I light the areas. Twenty-five years of cutoff lighting Seven mounting configurations experience has shown us that are available using one to four four light distributions will satisfy fixtures per pole, plus single wall any site requirement, from mounting. parking lots and roadways to pathways and courtyards. Structural is available in four highly efficient light patterns as shown at right. Combine these with seven mounting arrangements and rotatable optics and you have an incredibly versatile lighting }' ; system that will efficiently light any site. In addition, houseside ' shields are available for Type II Type III Type IV Type V locations where spill light must Forward Throw Square be restricted from adjacent property. Houseside shields available on Types II, III,and IV distributions only. W TJ G �� ate► rrw• �"` { 1. I •- l k _ �,_ . �f � �- •.aim p�. ; i •. i t If t1 Ll K.M LIGHTING 7 Northside Planned Unit DevelopmInt A 14.1 1 montana avenue partners, Ic •."llerh ��-� �.G A *R's1= �'.��Cra�t�.9���'''��'y� !nr V { I � s+ � 'F ; yi,u.19F'i� ��- J 1� �_ "++s .ram.•. �..�.•.. ..a, E+ - �r�r t. is ".-`"•,�.. SX _ AN .r" � ttt f 1 l I i, '�6 �2�0 yK•M LIGHTING .*•-' ' "' i • - ' b b a x ... z • Appendix 15 Covenants and Bylaws Northside Planned Unit Development Al 5.1 montana avenue partners, Ilc Return to: DRAFT 9 2 7 0 5 i Montana Avenue Partners, LLC 1006 West Main Street Bozeman,Montana 19111 DECLARATION OF COVENANTS CONDITIONS AND RESTRICTIONS FOR NORTHSIDE PLANNED UNIT DEVELOPMENT TABLE OF CONTENTS SECTION1. DEFINITIONS........................................................................................................................................................4 SECTION 2 PROJECT SUBJECT TO DECLARATION;PROPERTY RIGHTS...................................................................................6 2.1 The Property;General Declaration................................................................................................................6 • 2.2 Property Rights...............................................................................................................................................6 2.3 Delegation.......................................................................................................................................................6 2.4 Transfer of Common Property to Association..............................................................................................6 2.5 Subdivision and Consolidation of Lots.........................................................................................................6 SECTION3 DECLARANT'S RIGHTS..........................................................................................................................................7 3.1 Right to Transfer.............................................................................................................................................7 3.2 Limitations on Declarant................................................................................................................................7 3.3 Authorization Required..................................................................................................................................7 SECTION 4 NORTHSIDE PROPERTY OWNERS ASSOCIATION...................................................................................................8 4.1 Creation and Purpose.....................................................................................................................................8 4.2 Membership in Association...........................................................................................................................8 4.3 Membership Interest.......................................................................................................................................8 4.4 Voting Rights..................................................................................................................................................8 4.5 Declarant's Right to Appoint Majority of Board..........................................................................................8 4.6 Powers and Duties of the Association...........................................................................................................9 SECTION 5 ASSESSMENTS,BUDGET&LIENS......................................................................................................................10 5.1 Assessments and Owners'Obligation to Pay..............................................................................................10 5.2 Computation of General Assessment..........................................................................................................10 5.3 Computation of Limited Assessments........................................................................................................12 5.4 Special Assessments.....................................................................................................................................12 5.5 Reserve Budget and Capital Contribution..................................................................................................13 5.6 Date of Commencement of Assessments....................................................................................................13 5.7 Lien of Assessments;Foreclosure...............................................................................................................13 5.8 Subordination of the Lien to First Mortgages.............................................................................................13 5.9 Exempt Property...........................................................................................................................................14 5.10 Assessment Obligation of Declarant.........................................................................................................14 SECTION5 MAINTENANCE....................................................................................................................................................14 6.1 Association's Maintenance Responsibility..................................................................................................14 6.2 Owners'Maintenance Responsibility..........................................................................................................15 - 1 - DRAFT 9/27/05 SECTION 7 COMMON PROPERTY-----... ............ ........ 16 7.1 Description of Common Property...............................................................................................................16 7.2 Intent 16 7.3 Right of Access.............................................................................................................................................16 SECTION 7 USE RESTRICTIONS AND RULES..........................................................................................................................17 8.1 Generally.......................................................................................................................................................17 8.2 Laws and Ordinances...................................................................................................................................17 8.3 Inspection......................................................................................................................................................17 8.4 Operations and Uses.....................................................................................................................................17 8.5 Prohibited Uses.............................................................................................................................................17 8.6 Permitted Uses..............................................................................................................................................18 8.7 General use provisions.................................................................................................................................20 8.8 Construction..................................................................................................................................................22 8.9 Parking..........................................................................................................................................................22 SECTION 9. DESIGN REVIEW PROCESS AND PROCEDURES...................................................................................................22 9.1 Design Review Committee..........................................................................................................................22 9.2 DRC Review Required.................................................................................................................................22 9.3 Employment of Architects,Engineers or Other Persons...........................................................................23 9.4 Review Fee and Address..............................................................................................................................23 9.5 Design Guidelines........................................................................................................................................23 9.6 Plan Review and Approval..........................................................................................................................23 9.7 Right to Inspect.............................................................................................................................................23 9.8 Construction Compliance.............................................................................................................................23 9.9 Notice of Noncompliance or Noncompletion.............................................................................................24 9.10 No Liability.................................................................................................................................................24 SECTION 10. INSURANCE AND CASUALTY LOSSES...............................................................................................................24 10.1 Insurance on Common Property................................................................................................................24 10.2 Other Insurance...........................................................................................................................................26 10.3 Damage and Destruction............................................................................................................................26 10.4 Disbursement of Proceeds.........................................................................................................................26 10.5 Repair and Reconstruction.........................................................................................................................27 10.6 Property Insured by Owners;Damage and Destruction...........................................................................27 SECTION11 CONDEMNATION...............................................................................................................................................27 SECTION 12 ANNEXATION AND WITHDRAWAL OF PROPERTY............................................................................................27 12.1 Annexation by Declarant...........................................................................................................................27 12.2 Annexation by Association........................................................................................................................28 12.3 Additional Covenants and Easements.......................................................................................................28 12.4 Withdrawal of Property..............................................................................................................................28 12.5 Amendment.................................................................................................................................................28 SECTION13 MORTGAGEE PROVISIONS................................................................................................................................28 13.1 Priority of First Mortgages........................................................................................................................28 13.2 Notices to Eligible Lenders........................................................................................................................29 13.3 Notice to Association.................................................................................................................................29 13.4 Failure of Mortgagee to Respond..............................................................................................................29 SECTION14. EASEMENTS....................................................................................................................................................29 14.1 Easements Reserved to Declarant.............................................................................................................29" 14.2 Easements for Encroachment....................................................................................................................30 14.3 Easements for Overhang............................................................................................................................30 14.4 Easement for Maintenance and Repair of Lot Improvements.................................................................30 14.5 Easements for Installation of Common Property.....................................................................................30 14.6 Easement for Maintenance of Common Property....................................................................................30 14.7 Easements for Use and Enjoyment of Common Property.......................................................................31 SECTION15. ENFORCEMENT................................................................................................................................................31 15.1 Owner's Compliance..................................................................................................................................31 15.2 Remedies.....................................................................................................................................................31 15.3 Attorney's Fees...........................................................................................................................................32 -2 - DRAFT 9/ 27/05 15.4 No Waiver...................................................................................................................................................32 SECTION 16. GENERAL PROVISIONS.....................................................................................................................................32 16.1 Covenants to Run with Land,Duration,Binding Effect..........................................................................32 16.2 Amendment.................................................................................................................................................33 16.3 Variance and Waiver..................................................................................................................................33 16.4 Partition.......................................................................................................................................................33 16.5 Northside—Use of Word.............................................................................................................................33 16.6 Disclaimer...................................................................................................................................................33 16.7 Notice of Sale or Transfer of Title............................................................................................................34 16.8 Proper Notice to Owner or Mortgagee......................................................................................................34 16.9 No Dedication.............................................................................................................................................34 16.10 Severability.................................................................................................................................................34 16.11 Captions.......................................................................................................................................................34 16.12 Cumulative Effect.......................................................................................................................................34 16.13 Interpretation...............................................................................................................................................34 DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS THIS DECLARATION is made , 2005, by MONTANA AVENUE PARTNERS, LLC, a Montana limited liability company, 1006 West Main Street, Bozeman, Montana 59715 ("Declarant"). RECITALS A. Declarant is the owner of real property ("Pro e ") in Bozeman, Gallatin County, Montana, described as follows: [insert description from PUD plat] B. Declarant has subdivided the Property into smaller tracts and lots for purposes of resale or development. Developer has established a planned unit development ("PUD") for the Property and intends that the Property be developed as a commercial and business park. The development is to be known as "Northside Planned Unit Development." C. The Property has been used in the past for flour milling and various light industrial uses. Declarant desires to retain certain architectural and design aspects associated with the Property's past uses, to the extent that such characteristics are consistent with the contemplated uses of the Property. D. Declarant desires to subject the Property and the subdivisions thereof to protective and restrictive covenants, conditions, restrictions, easements, reservations and guidelines (collectively the "Covenants"). The requirements set forth in the Covenants shall, at all times, meet or exceed the minimum requirements and standards of all applicable state and local regulations and ordinances governing subdivision and zoning. NOW, THEREFORE, Declarant hereby declares that the Property, and other lands that may be added to the Property pursuant to a Supplemental Declaration and the procedures set forth herein, shall be developed, owned, held, sold, conveyed, encumbered, leased, used, and occupied subject to the following Covenants. The Covenants shall run with the land and shall be binding upon and inure to the benefit of all persons having any right, title or interest in the Property (or any part thereof) and their heirs, successors and assigns. The Covenants are imposed upon the Property for the purposes of protecting and enhancing the value and desirability of the Property, maintaining a consistent character and architectural theme, -3 - 0 0 DRAFT 9/27/05 regulating the development and use of the Property, and providing for the administration and maintenance of the Common Property. SECTION 1. DEFINITIONS Unless the context requires otherwise, the following definitions shall pertain throughout this Declaration and in the interpretation thereof: • "Additional Property" means and refers to real property in Bozeman, Gallatin County, Montana, described as • "Assessment" means the assessments described and authorized in Section 5 of this Declaration. • "Association" means the North Side Property Owners Association, a Montana non-profit corporation to be created by Declarant as provided in Section 4. The Association shall consist of all of the Owners acting as a group and in accordance with this Declaration and the Bylaws. • 'Board of Directors" or 'Board" is the elected body.of the Association and the term shall have its normal meaning under Montana corporate law. • 'Bylaws" means the Bylaws of the Association, as they may be amended from time to time. • "Common Property" means all real and personal property, including the Common Space Tract and easements, that the Association owns, leases or otherwise holds possessory or use rights in for the common use and enjoyment of the Owners, including but not limited to roadways, walkways, entrance areas, utility lines and connections, landscaped areas, parking areas, median strips, curbs, drainage areas, private rights-of-way and easements, utility and drainage easements, sign location areas and signs located thereon. • "Common Space Tract" means the tract identified as such on the PUD plat. Upon conveyance of such tract to the Association pursuant to this Declaration, the tract shall owned in fee by the Association and shall become a part of the Common Property. • "Common expenses" is an inclusive term referring to both General Common Expenses and Limited Common Expenses. • "Covenants" shall have the meaning set forth in Recital B. • "Declarant" means Montana Avenue Partners, LLC, a Montana limited liability company, and its successors and assigns. • "Declarant Control Period"means the period of time described in Section 4.5. • "Declaration" shall mean this document and all parts attached thereto or incorporated by reference. • "Design Guidelines" means the standards, restrictions, and specifications referred to in Section 9 that govern the construction, placement, location, alteration, maintenance or design of any Improvements to the Property, and all amendments thereto at the time of reference. • "Design Review Committee" or "DRC" means mean the committee established pursuant to Section 9 for architectural and site plan review and approval of proposed construction, alteration, addition,and erection of Improvements to the Property. -4 - 0 .! DRAFT 9/27/05 • "General Assessments" means Assessments levied against all Lots on the Property to fund General Common Expenses. • "General Common Expenses" means the expenses incurred by the Association for the general benefit of all Lot Owners, including any reasonable reserve, all as may be found necessary and appropriate by the Board pursuant to this Declaration, the Bylaws, and the Articles of Incorporation of the Association. • "Improvements" means and includes, but is not limited to buildings and roofed structures, changes in any exterior color or shape of buildings, parking areas, loading areas, fences, walls, driveways, hedges, landscaping, poles, signs, and any new construction or exterior renovation significantly altering the appearance of these improvements. It shall not include public utilities, landscape material replacements, or any other replacement or repair that does not change exterior colors or exterior appearances. It shall include both original improvements and all later changes and improvements. • "Law" means all laws, ordinances, requirements, orders,proclamations, directives,codes, rules, and regulations of any governmental authority that affect the Property, the Improvements, this Declaration, or any Person's rights and remedies under this Declaration in any way. The term shall include Law in force at the date of this Declaration or passed, enacted, or imposed at some later time, subject in all cases, however, to any applicable waiver, variance, or exemption. "Governmental authority" as used in this paragraph shall include any agency, authority, bureau, department, quasi-governmental body, or other entity or instrumentality having or claiming jurisdiction over the Property. • "Limited Assessments" means Assessments levied against particular Lots to fund Limited Common Expenses, as more particularly described in Section 5 hereof. • "Limited Common Expenses" means the expenses incurred by the Association for the benefit of Owners of fewer than all of the Lots. The Board shall determine what expenses benefit fewer than all Lots, which determination shall be conclusive. Limited Common Expenses may include a reasonable reserve for capital repairs and replacements and shall be specifically authorized by the Board in accordance with Section 5 hereof. • "Majori " means those votes, owners, members, or other group, as the context may indicate, totaling more than 50%of the total Member Votes and/or Percent Membership Interest. • "Lot" means a fractional part of the subdivided Property as depicted on plats recorded from time to time in the Public Records. • "Member" means a Person entitled to membership in the Association,as provided herein. • "Member Votes" means the votes assigned to each Lot by this Declaration, as amended from time to time.See Section 4.3. • "Mortgage" means a mortgage, a deed of trust, trust indenture, or other, similar form of security instrument. • "Mortgagee" means a beneficiary or holder of a Mortgage. • "Occupant" means a Tenant or licensee of an Owner, or any other person or entity other than an Owner in lawful possession of a Lot with the permission of the Owner. - 5 - DRAFT 9/27/05 • "Owner" means Declarant or other Person who owns the record title to any Lot,but excluding in all cases any party having an interest in the Lot solely as security for an obligation. If a Lot is sold under a contract of sale with a recorded notice of purchaser's interest, and the contract specifically so provides, then the purchaser (rather than the holder of the legal interest) shall be deemed the Owner. If the entirety of a Lot and all Improvements thereon are subject to a single, written lease with a primary term in excess of five (5) years (noi including extension or renewal terms) and the lease specifically so provides, then upon filing a copy of the Lease with the Board of Directors, the Tenant (rather than the fee owner) will be deemed the Owner for the purpose of exercising all privileges of membership in the Association • "Percent Membership Interest" means the membership interest in the Association allocated by this Declaration to a Lot. See Section 4.3. • "Person" means a natural person, corporation, limited liability company, partnership, association, trust,other entity or any combination thereof. • "Property" shall have the meaning set forth in Recital A and additionally means the land,buildings, improvements and structures thereon, and all easements, rights and appurtenances belonging thereto,which is hereby subjected to the provisions of this Declaration. • "Public Records" means the records on file and of record in the office of the Clerk and Recorder, Gallatin County,Montana. • "Supplemental Declaration" means an amendment or supplement to this Declaration executed by or consented to by Declarant that subjects Additional Property to this Declaration. The Supplemental Declaration may impose, expressly or by reference, additional restrictions and obligations to the Additional Property described therein. • "Tenant" means the owner of a leasehold interest in a part or all of the Property; or any Improvements located thereon. SECTION 2 PROJECT SUBJECT TO DECLARATION; PROPERTY RIGHTS 2.1 The Property; General Declaration. Declarant is the present record titleholder of the Property. Upon recording of this Declaration in the Public Records, the Property shall be owned, held, transferred, leased, sold, conveyed, hypothecated, encumbered and occupied by Declarant, and any subsequent Owner,Tenant,or Occupant of all or any part thereof, subject to the Covenants. 2.2 Property Rights. Every Owner shall have a right and nonexclusive easement of use, access and enjoyment in and to the Common Property. The scope of the easement and the restrictions and limitations on its use and enjoyment are set forth in Section 14.7. 2.3 Delegation. Any Owner may delegate such Owner's right of use and enjoyment of the Common Property to its Tenants, employees and invitees, as applicable, subject to reasonable regulation by the Board of Directors and in accordance with procedures the Board may adopt. 2.4 Transfer of Common Property to Association. The initial Common Property shall be conveyed to the Association within one (1)year of the first conveyance of a Lot to any purchaser other than Declarant or an entity controlled by Declarant. 2.5 Subdivision and Consolidation of Lots. After its initial conveyance by Declarant, no Lot may either be subdivided into two or more parcels or be consolidated with a contiguous Lot without the prior written approval of the Association. If the proposed subdivision or consolidation occurs -6 - DRAFT 9/ 27/05 during the Declarant Control Period, Declarant's prior written approval shall also be required. Further, an Owner desiring to subdivide a Lot or consolidate Lots must comply with all Laws, particularly those governing land subdivision and platting. SECTION 3 DECLARANT'S RIGHTS 3.1 Right to Transfer. Any or all of the rights and obligations of Declarant set forth in this Declaration or the Bylaws may be transferred or assigned in whole or in part to another Person. Such Person will then assume the position of Declarant pertaining to the particular rights,powers, easements and reservations assigned, provided that the transfer shall not reduce an obligation nor enlarge a'right beyond that which Declarant has under this Declaration or the Bylaws. No such transfer or assignment shall be effective unless it is in a written instrument signed by Declarant and duly recorded in the Public Records. If Declarant conveys all of its interest in the Property to another Person, Declarant shall be relieved of the performance of any further duty or obligation hereunder, and such Person shall be obligated to perform all such duties and obligations of Declarant. 3.2 Limitations on Declarant. Declarant is developing the Property for business and commercial purposes. Completion of that work and sale or other disposition of such developed land is essential to the establishment and welfare of the Property as a commercial and business development. To facilitate rapid completion of the Property's development, nothing in this Declaration shall be understood or construed to: (a) Prevent Declarant, its contractors, or subcontractors from doing to the Property whatever is reasonably necessary or advisable in connection with the completion of said work; (b) Prevent Declarant or its representatives from constructing and maintaining structures on the Property as may be reasonable and necessary for completing the work of establishing the Property as a commercial and business park and disposing of the same in parcels by sale, lease,or otherwise; (c) Prevent Declarant from conducting on any part or parts of the Property such business as may be necessary to complete work and establish the Property as a commercial and business park; or (d) Prevent Declarant from installing and maintaining signs on any part of the Property as may be necessary for the sale, lease,or disposition thereof. No action taken by Declarant pursuant to any provision of this Section 3.2 shall unreasonably interfere with the Owner's rights and use of such Owner's Lot. 3.3 Authorization Required. (a) No person shall record any declaration of covenants, conditions and restrictions or similar instrument purporting to affect any portion of the Property during the Declarant Control Period without Declarant's review and consent. Any attempted recordation without Declarant's consent shall result in such instrument being void and of no force and effect unless subsequently approved by written consent signed by Declarant and recorded in the Public Records. Any additional covenants or restrictions recorded by any Person other than Declarant may not be less restrictive than the terms of this Declaration. (b) Notwithstanding any contrary provision of this Declaration, no amendment to or modification of any use restriction or Design Guideline shall be effective without prior -7 - DRAFT 9/27/05 notice to and the written approval of Declarant so long as Declarant owns any portion of the Property. SECTION 4 NORTHSIDE PROPERTY OWNERS ASSOCIATION. 4.1 Creation and Purpose. Declarant shall incorporate the Association as a non-profit mutual benefit corporation. Such incorporation shall occur within one (1) year of the initial conveyance of a Lot to a purchaser other than Declarant and prior to Declarant's transfer and conveyance of any real or personal property interest to the Association. The Association shall be formed for the purpose of administering, implementing, and enforcing this Declaration and operating the Association for the benefit of its Members. 4.2 Membership in Association. All Owners shall be Members of the Association. Each Owner shall be deemed to have an automatic, mandatory, non-severable membership interest and voting right in the Association. No Owner, whether one or more Persons, shall have more than one membership interest per Lot owned. Members may exercise the rights and privileges of membership subject to the provisions of this Declaration and the Bylaws. Membership rights held by multiple individuals, a corporation, limited liability company,partnership , other entity or trust shall be exercised by an individual designated from time to time by the Owner in a written instrument provided to the Association's secretary. 4.3 Membership Interest The Association shall have a single class of membership. Each Owner shall have the membership interest ("Percent Membership Interest") assigned by this Declaration to such Owner's Lot. The Percent Membership Interest shall (i) correlate to the votes that each Owner will have in matters that come before the Association for a vote and (ii)be used as a basis in determining, among other things, each Owner's liability for Assessments. The Percent Membership Interest for each Lot is as shown in the following table: Lot Number Percent Membership Interest Votes 1 25.3 2,530 2 14.8 1,480 3 24.0 2,400 4 35.9 3,590 Declarant reserves the right to alter the Percent Membership Interest allocated to each Lot at any time before a Lot is conveyed to a purchaser other than Declarant. Declarant further reserves the right to redistribute and reassign the Percent Membership Interest allocated to each Lot if the Additional Property,or any portion of it,is annexed to the Property as provided in Section 12.1. 4.4 Voting Rights. The total number of votes in the Association ("Member Votes") shall be 10,000. Each Member shall be entitled to cast the number of Member Votes allocated to such Member's Lot. The initial number of Member Votes allocated to each Lot is shown in Section 4.3. In any situation where a Member is entitled to exercise the Members Votes for a Lot and more than one Person holds the membership interest in such Lot, such Member Votes shall be cast as those Persons determine among themselves, and they shall advise the Secretary in writing at or prior to any meeting as to who is authorized to case such votes. In the absence of such advice, the Lot's vote shall be suspended if more than one individual seeks to exercise it. The Member Votes allocated to each Lot may not be split. 4.5 Declarant's Right to Appoint Majority of Board. Until December 31, 2015, or until three (3) Lots have been conveyed to a purchaser other than Declarant, whichever first occurs ("Declarant Control Period"), Declarant reserved the right (but shall not have the obligation) to appoint and - 8 - DRAFT 9/27/05 remove all of the members of the Board. This right shall exist notwithstanding the provisions of this Declaration and the Bylaws governing the election and removal of directors. Board members appointed by Declarant may be Members, officers, employees or agents of Declarant and need not be Lot Owners. Declarant may, in its sole discretion, temporarily or permanently relinquish its right to appoint and remove all of the Board at any time during the Declarant Control Period. 4.6 Powers and Duties of the Association. In addition to the powers and duties provided for elsewhere in this Declaration and the Bylaws, the Association, acting through its Board for the mutual benefit of the Owners, shall generally have the powers and duties necessary or incidental to the operation and management of the Association and the Common Property including the following powers and duties: (a) Take such action to enforce the terms and provisions of this Declaration by appropriate means,including,but not limited to: (i) Expenditure of funds; (ii) Employment of legal counsel, accounting services and management services; and (iii) Commencement and prosecution of legal or equitable causes of action. (b) Maintain and otherwise manage the Common Property and its facilities, improvements, and landscaping; (c) Obtain landscape maintenance services and other services which in the opinion of the Association shall be necessary and proper for the benefit of the Common Property; (d) Borrow funds to pay costs of operation secured by assignment or pledge of its rights against delinquent Owners; - (e) Enter into contracts for legal, management and accounting services (f) Maintain one or more accounts in banks or other financial institutions; (g) Enter into contracts for security services for all or portions of the Property. (h) In order to not unduly impede the further development of the Property, monitor existing and potential future use of the Property. (i) Take action to protect or defend the Property from loss or damage by suit or otherwise; (j) Establish and maintain a working capital and contingency fund; (k) Make an annual report available to each Owner and any Mortgagee within a reasonable time after receipt of a written request; (1) Delegate its powers and duties to committees, officers or employees; and (m) Employ a manager or contract with independent contractors or managing agents who have professional experience to perform all or any part of the duties and responsibilities of the Association; provided, that any contract with a person or entity appointed as manager or managing agent shall be terminable without cause or penalty on not more than 30 days written notice by the Association. -9 - .0 DRAFT 9/27/05 SECTION 5 ASSESSMENTS,BUDGETS & LIENS 5.1 Assessments and Owners' Obligation to Pay. (a) Creation of Assessments. Assessments are hereby created for Association expenses as may from time to time specifically be authorized by the Board of Directors, to be commenced at the time and in the manner set forth in Section 5.6 hereof. Each Owner, by acceptance of a deed or recorded contract of sale for any portion of the Property, is deemed to covenant and agree to pay these Assessments. (b) Types of Assessments. There shall be three types of assessments: (i) General Assessments to fund General Common Expenses for the benefit of all Members of the Association; (ii) Limited Assessments for Limited Common Expenses benefiting fewer than all Members of the Association, and (iii) Special Assessments as described in Section 5.4 below. General Assessments shall be levied on all Lots from time to time subject to this Declaration, as provided in Section 5.2 below. Limited Assessments shall be levied against all Lots benefiting from the services supported thereby as provided in Section 5.3 below. Special Assessments shall be levied as provided in Section 5.4 below. The Board of Directors shall have the final authority to determine which type of assessment will be used to cover particular Association expenses. (c) Manner of Payment. Assessments shall be paid in such manner and on such dates as may be fixed by the Board of Directors and, if the Board so elects, Assessments may be paid in two or more installments. Unless the Board otherwise provides, the General Assessment and any Limited Assessment shall be due and payable in advance on the first day of each fiscal year. Assessments or any portion thereof not paid 30 days after the due date shall be deemed delinquent. If any Owner is delinquent in paying any Assessment or other charge levied on its Lot, the Board may require any unpaid installments of the annual Assessment and/or any other Assessments to be paid in full immediately. (d) Certificate of Payment. The Association shall, upon demand at any time, furnish to any Owner liable for any type of Assessment a certificate in writing signed by an officer of the Association setting forth whether such Assessment has been paid as to any particular Lot. Such certificate shall be conclusive evidence of payment to the Association of any Assessments therein stated to have been paid. The Association may require the advance payment of a reasonable processing fee for the issuance of such certificate. (e) No Waiver or Setoff. No Owner may waive or otherwise exempt itself from liability for Assessments by non-use of the Common Property, abandonment of a 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 Assessment or set-off shall be claimed or allowed by reason of any alleged failure of the Association or Board to take some action or perform some function required to be taken or performed by the Association or Board under this Declaration or the Bylaws, or for inconvenience or discomfort arising from the making of repairs or improvements that are the responsibility of the Association, or from any action taken to comply with any applicable Law. 5.2 Computation of General Assessment. (a) Preparation of Budget. The Board shall, at least 60 days before the beginning of each fiscal year, prepare a budget covering the estimated General Common Expenses of the Association during the coming year. The budget shall include a capital contribution - 10 - i DRAFT 9/ 27/05 establishing a reserve fund in accordance with a budget separately prepared, as provided in Section 5.5 hereof. (b) Content of Budget. The budget may include, but shall not be limited to, the following expenses: (i) Cost of maintenance and operation of the Common Property; (ii) Expenses of management; (iii) Taxes and special governmental assessments; (iv) Insurance premiums for insurance coverage as deemed desirable or necessary by the Association; (v) Landscaping,care of grounds,common lighting; (vi) Repairs and renovations of the Common Property; (vii) Common water and utility charges; (viii) Legal and accounting fees; (ix) Management fees; • (x) Property security; (xi) Expenses and liabilities incurred by the Association under or by reason of this Declaration; (xii) Payment of any deficit remaining from a previous assessment period; and (xiii) Within the limitations of this Declaration, the creation of a reasonable contingency or other reserve or surplus fund for maintenance, repair and replacement of Common Property improvements on a periodic basis,as needed. (c) Computation of Individual Lot General Assessments. The General Assessment to be levied for the coming year against each Lot subject to Assessment shall be computed by multiplying the budgeted General Common Expenses by the Percent Membership Interest allocated to each Lot. (d) Approval of Budget. The Board shall cause a copy of the General Common Expense budget and notice of the amount of the General Assessment to be levied against each Lot for the following year to be delivered to each Owner at least 30 days prior to the beginning of the fiscal year. Such budget and Assessment shall become effective unless (1) disapproved at a meeting of the Members by Members representing at least a majority of the Member Votes in the Association, or (ii) disapproved by Declarant during the Declarant Control Period. There shall be no obligation to call a meeting for the purpose of considering the budget except on petition of the Members for a special meeting made in accordance with the Bylaws. The petition must be presented to the Board within 10 days of delivery of the notice of Assessments. Notwithstanding the foregoing, however, if the proposed budget is disapproved or the Board fails for any reason so to determine the budget for any year, then and until such time as a budget shall have been determined as provided herein, the budget - 1] - i i DRAFT 9/ 27/OS . in effect for the immediately preceding year shall continue for the current year, and the General Assessment for the current year shall be based on the preceding year budget. 5.3 Computation of Limited Assessments. (a) Separate Budget for Limited Common Expenses. The Board shall, at least 60 days before the beginning of each fiscal year, prepare a separate budget covering the estimated Limited Common Expenses to be incurred by the Association during the coming year. Limited Common Expenses may be levied by the Association against particular Lots where the Board has determined that certain Association expenditures benefit only such Lots. Such budget may include a capital contribution establishing a reserve fund for repair and replacement of capital items, as appropriate. (b) Computation of Individual Lot Special Assessments. Limited Common Expenses shall be allocated among all Lots benefited thereby proportionately based upon each Lot's relative Percent Membership Interest or in such other manner as the Board determines is more equitable. The Assessment for Limited Common Expenses shall be levied as a Limited Assessment. (c) Approval of Limited Common Expenses Budget. The Board shall cause a copy of such budget and notice of the amount of the Limited Assessment to be levied on each Lot for the coming year to be delivered to each Owner of a Lot subject to a Limited Assessment at least 30 days prior to the beginning of the fiscal year. Such budget and assessment shall become effective unless (i) disapproved at a meeting of the Members by Members representing at least two-thirds of the Member Votes allocated to the Lot(s) subject to the Assessment, or (ii) disapproved by Declarant during the Declarant Control Period. There shall be no obligation to call a meeting for the purpose of considering the budget except on petition of Owners of at least one of the Lots subject to the Limited Assessment. If the proposed budget for any Limited Common Expense is disapproved or the Board fails for any reason so to determine the budget for any year, then and until such time as a budget shall have been determined as provided herein, the budget in effect for the immediately preceding year shall continue for the current year. 5.4 Special Assessments. (a) Purpose. The Association, acting through its Board of Directors, may levy Special Assessments against all or less than all of the Lots for the following purposes: (i) to cure insufficiencies in the General Assessments due to extraordinary expenses not contemplated in the General Assessment Budget for a fiscal year; (ii) for additional capital improvements or acquisitions of Common Property; (iii) for major repairs or renovations of existing Common Property within the PUD (other than those contemplated by the reserve budget created under Section 5.5); and/or (iv) to offset an extraordinary expense created by an Owner's particular use of one or more Lots. (b) Special Assessments Affecting the Entire Membership. The Board may levy Special Assessments against all Lots from time to time, provided that the total amount of the Special Assessment levied during any fiscal year shall not exceed the greater of(i) $10,000 or (ii) twenty-five (25%) percent of the General Common Expense budget for such fiscal year. Any Special Assessment in excess of such limitation shall be effective only upon approval by a majority of the Member Votes and, if the Special Assessment is made during the Declarant Control Period, the written consent of Declarant. Special Assessments levied • against the entire membership shall be allocated among the Lots proportionately based upon the Percent Membership Interest allocated to each Lot. - 12 - DRAFT 9/27/05 (c) Special Assessments Affecting Less Than All Members. The Association may levy a Special Assessment against any one or more (but less than all) Lots (i) to offset an extraordinary expense created by a particular use of one or more Lots; or(ii) to reimburse the Association for costs incurred in bringing a Lot or Member into compliance with the provisions of the Declaration, Bylaws or Association rules. A Special Assessment may be levied upon the vote of the Board after notice to the Member and an opportunity for a hearing. 5.5 Reserve Budget and Capital Contribution. The Board of Directors shall annually prepare a reserve budget to take into account the number and nature of replaceable assets, the expected life of each asset, and the expected repair or replacement cost. The Board shall set the required capital contribution in an amount sufficient to permit meeting the projected needs of the Association, as shown on the budget, with respect both to amount and timing by annual General Assessments over the period of the budget. The capital contribution required, if any, shall be fixed by the Board and included within and distributed with the applicable budget and notice of Assessments, as provided in this Section 5. 5.6 Date of Commencement of Assessments. The obligation to pay Assessments shall commence as to each Lot on the first day of the month following the month in which the Lot is made subject to this Declaration. Until the Association makes such Assessments, Declarant shall pay all the expenses of the Association. Assessments shall be due and payable in a manner and on a schedule as the Board of Directors may provide. The first Assessment levied on a Lot shall be adjusted according to the number of months remaining in the fiscal year at the time Assessments commence on the Lot. 5.7 Lien of Assessments; Foreclosure. All Assessments,together with interest at a rate of 10.0%per annum computed from the date a delinquency first occurs, late charges, costs, and reasonable attorney's fees, shall be a charge on the land and shall be a continuing lien upon the Lot against which each Assessment is made until paid. Each such Assessment, together with interest, late charges, costs, and reasonable attorney's fees, shall also be the personal obligation of the Owner of the Lot at the time the Assessment arose, and, if title is transferred, such Owner's grantee shall be jointly and severally liable for such portion thereof as may be due and payable at the time of conveyance, except no first Mortgagee who obtains title to a Lot pursuant to the remedies provided in the Mortgage shall be liable for unpaid Assessments that accrued prior to such acquisition of title. The Association may record a notice of lien against the Lot(s) and (1) bring a claim for relief against the Owner personally obligated to pay the same and/or (ii) foreclose the lien against the Lot(s) in the same manner as provided by law for the foreclosure of a mortgage on real property. The Association shall be entitled in any such proceedings to recover its costs and expenses, including but not limited to reasonable attorney's fees. If a default for which a notice of lien was filed is cured, the Association shall file a release of such notice; provided, however, that the defaulting Owner shall be responsible for the costs (including reasonable attorney's fees)of preparing and filing such release. 5.8 Subordination of the Lien to First Mortgages. The lien of Assessments, including interest, late charges, and costs (including reasonable attorney's fees) provided for herein, shall be superior to all other liens'and encumbrances, except for taxes, assessments and special assessment liens imposed on the Property by a statutory authority, other statutory liens, and the lien of a first Mortgage upon any Lot. The sale or transfer of any Lot shall not affect the Assessment lien, except that the sale or transfer of any Lot pursuant to judicial or non-judicial foreclosure of a first Mortgage shall extinguish the lien of such Assessments as to payments that became due prior to such sale or transfer. No sale or transfer shall relieve such Lot from lien rights for any Assessments thereafter becoming due. Where the Mortgagee holding a first Mortgage of record or other purchaser of a Lot obtains title pursuant to judicial or non judicial foreclosure of the - 13 - DRAFT 9/27/05 Mortgage, it shall not be liable for the share of the Common Expenses or Assessments by the Association chargeable to such Lot which became due prior to such acquisition of title. Such unpaid share of Common Expenses or Assessments shall be deemed to be Common Expenses collectible from Owners of all the Lots, including such acquirer,its successors and assigns. 5.9 Exempt Property. Notwithstanding anything to the contrary herein, the following property shall be exempt from payment of Assessments: (a) All Common Property; and (b) Unless otherwise determined by the Association, all property dedicated to and accepted by any governmental authority or public utility. 5.10 Assessment Obligation of Declarant. After the commencement of General Assessments, Declarant, on behalf of itself and its successors and assigns, covenants and agrees to pay the full amount of Assessments provided herein for each Lot that it owns. Notwithstanding anything to the contrary herein, Declarant may contribute Assessments due from it in services or materials or a combination of services and materials, rather than in money (collectively, an "in kind contribution"). The amount by which Assessments shall be decreased as a result of any in kind contribution shall be the fair market value of the contribution. If Declarant and the Association agree as to the value of any contribution, the value shall be as agreed. If the Association and Declarant cannot agree as to the value of any contribution, Declarant shall supply the Association with a detailed explanation of the service performed and material furnished, and the Association shall acquire bids for performing like services and furnishing like materials from three independent contractors approved by Declarant who are in the business of providing such services and materials. If the Association and Declarant are still unable to agree on the value of the contribution, the value shall be deemed to be the average of the bids received from the independent contractors. SECTION 6 MAINTENANCE 6.1 Association's Maintenance Responsibility. The Association shall maintain the Common Property and keep it in good repair. Maintenance shall be funded by Assessments as provided herein. The Association shall be responsible for maintenance, repair and replacement of all landscaping, structures and improvements now or hereafter located upon the Common Property, including,without limitation,the following: (a) Irrigation of lawn and landscaped areas; (b) Maintenance of lawn and landscaped areas for attractive appearance; (c) Maintenance of irrigation systems; (d) Maintenance of driveways and parking areas, including cleaning, curb repair, striping, resurfacing,etc.; (e) Maintenance of walkways; (e) Snow removal from parking areas,roadways,and walkways; (f) Maintenance of area lighting systems; (g) Maintenance of common signs; and - 14 - DRAFT 9/ 27/05 (h) Maintenance of garbage and trash containers in common refuse disposal areas. Performance by the Association shall in no way relieve an Owner or Occupant from primary responsibilities for maintenance referred to in Section 6.2 hereof. Easements over the Property as are reasonably necessary to enable the Association, and its agents, contractors, and employees, to access and inspect the Property and to fulfill responsibilities under this Section are hereby reserved to the Association. 6.2 Owners' Maintenance Responsibility. (a) Owners'Maintenance. Each Owner shall at all times maintain its Lot and all structures and other Improvements located thereon in good order and repair, in a safe clean and wholesome condition, and free of debris. Such maintenance obligation shall include, but shall not be limited to: (i) Promptly removing all litter,trash,refuse,and wastes; (ii) Maintaining the exterior of all structures and other Improvements in good condition and repair; (iii) Keeping Improvements, exterior lighting and maintenance facilities in good repair and working order; (iv) Repainting of Improvements; (v) Keeping lawn and landscaped areas alive, free of weeds,and attractive; (vi) Keeping parking and loading areas, and driveways in good repair; (vii) Removing snow and ice from walkways,driveways and parking areas; (viii) Complying with all applicable governmental, health, fire, and safety regulations, codes,regulations,requirements and directives; (b) Maintenance of Common Property Damaged by Misuse. Except to the extent that such damage is covered by the Association's insurance, each Owner shall be responsible for the costs of making all repairs and replacements to the Common Property proximately caused by the willful misuse or the negligence of such Owner, or its Tenants, Occupants, employees, agents, and invitees. (c) Destruction of Improvements on Lots. If the Improvements on any Lot are totally or partially damaged or destroyed by fire or any other cause, each Lot Owner covenants and agrees to commence all necessary repairs, reconstruction or complete removal of the damaged Improvements within three months of the date that the damage occurs and to continue diligently such repairs, reconstruction or removal until completed within a reasonable time from the commencement of such work. Delays in commencement of construction may be granted for good cause at the sole discretion of the Association. (d) Repairs, Replacements. All repairs, alterations,replacements, or additions to Improvements shall be at least equal to the original work in class and quality. The adequacy of such repairs shall be measured by the same standards required for the original construction. Maintenance work shall be in compliance with the Design Guidelines and, depending upon - 15 - DRAFT 9/27/05 the scope of work, may be subject to prior review and approval of the Design Review Committee. (e) Enforcement; Remedies. If an Owner fails properly to perform such Owner's maintenance responsibilities, the Association may perform them and assess all costs incurred by the Association against the Lot and the Owner. However, except where entry is required due to an emergency situation, the Association shall afford the Owner reasonable notice and an opportunity to cure the problem prior to entry. The notice shall set forth with reasonable particularity the maintenance, repairs, or replacements deemed necessary. The Owner shall have 10 days within which to complete such maintenance, repairs, or replacements. If the maintenance, repairs, or replacements are not reasonably capable of completion within the 10 day period, the Owner shall commence such work promptly and diligently proceed to complete it within a reasonable time. If the Owner does not comply with the provisions hereof, the Association shall have the right and power to enter onto the Lot and perform such maintenance, repairs, or replacements without any liability to any person for damages for wrongful entry, trespass or otherwise. The Owner of the Lot on which the work is performed shall be liable (jointly and severally, if more than one) for the cost of such work and shall promptly reimburse the Association for such cost, together with interest at the same rate as provided for delinquent assessments, costs and expenses of collection, court costs, and reasonable attorney's fees (collectively "charges"). The charges shall also be a continuing lien against the Lot on which the work was performed. If the Owner fails to reimburse the Association within 30 days after receipt of a statement for such work from the Association, the Association may record a notice of lien against the Lot. The Association may foreclose the lien in the same manner as a lien for Assessments, and it shall be entitled to recover, in addition to the charges, all costs and expenses of lien enforcement, including court costs and reasonable attorney's fees. SECTION 7 COMMON PROPERTY 7.1 Description of Common Property Declarant intends to convey the following real property and the improvements located thereon to the Association: [description of Common Property, Common Space Tract, tbd] Upon Declarant's conveyance of such property to the Association, such property shall be Common Property to be maintained by the Association for the use and benefit of its members, and Declarant shall have no further obligation to improve or maintain any portion of the Common Property. 7.2 Intent. Declarant intends to develop the Common Property prior to conveying it to the Association by installing certain improvements, amenities, and facilities thereon that will serve to enhance the appearance and enjoyment of the Property for Owners, Tenants, and Occupants. Such improvements may include parking areas, walkways, curbs, a lighting system, landscaped areas, signs or structures intended to identify and promote occupancy of the Property, and other similar or related improvements. Notwithstanding the foregoing, Declarant does not warrant by this Declaration that it will construct any specific improvements on the Common Property. 7.3 Right of Access. In order for Declarant to construct, place, or maintain structures and improvements on the Common Property as contemplated by the provisions of this Declaration, Declarant reserves for itself the free and unrestricted right of access upon and across each Lot. Each Owner of a Lot, by accepting title thereto, shall be deemed to have consented to the foregoing reservation and to have granted the foregoing right, and shall give notice of Declarant's reservation - 16 - DRAFT 9/27/05 of right of access to any Tenant or Occupant of any Lot. The rights of Declarant pursuant to this reservation shall be exercised with diligent efforts to avoid interfering with the normal operations and activities of any Owner, Tenant or Occupant. SECTION 8 USE RESTRICTIONS AND RULES 8.1 Generally. The Property shall be used only for the uses hereinafter set forth. Any Supplemental Declaration may impose stricter standards than those contained in _this Section 8. The Association, acting through its Board of Directors, shall have standing and the power to enforce such standards. The Association, acting through its Board of Directors, shall have authority to make and enforce rules governing the use of the Common Property, in addition to those contained herein. 8.2 Laws and Ordinances. No Owner shall permit anything within Owner's control to be done or kept in any building or on such Owner's Lot that would violate any Laws or that will result in the cancellation of, or increase the premiums for, any insurance carried by the Association, or that would be in violation of any rule or regulation promulgated by the Association. The Owner shall obtain any and all governmental permits, approvals, and authorizations prior to beginning any construction If there are differences between restrictions imposed by the Covenants or by applicable Law,the more restrictive shall apply. 8.3 Inspection. Authorized representatives of the Association may from time to time, during reasonable hours and with reasonable notice, enter upon and inspect any Lot to ascertain whether or not the Declaration has been or is being complied with. Such person or persons shall not be deemed guilty of trespass by reason of such entry. 8.4 Operations and Uses. Lawful operations and uses that are neither specifically prohibited nor specifically authorized by this Declaration may be permitted in specific cases if operational plans and specifications are submitted to and approved in writing by the Association. 8.5 Prohibited Uses. (a) In addition to uses which are inconsistent with municipal zoning for the Property or are prohibited or restricted by other covenants, conditions, restrictions, or easements that are recorded in the chain of title respecting the Property, or are otherwise prohibited pursuant to this Declaration, and not as an exhaustive list, the following uses and activities are prohibited within the Property: • Adult-oriented establishments(see Section 8.5 • Automobile body shop • Automobile parking garage • Automobile service and/or repair facility • Bus or taxi terminal • Carwash • Casinos,gaming or wagering of any type • Dumping, disposal, incineration, treatment, processing, or reduction of garbage, sewage, offal; dead animals or refuse • Frozen food storage and locker rental • Gasoline sales or sales of other flammable and dangerous materials • Industrial, manufacturing or agricultural uses, except as specifically permitted by this Declaration • Laundromat, laundry or dry cleaning facility - 17 - DRAFT 9/27/05 • Mortuary • Theater • Recycling facility • Residential uses of any type • Vehicle, mobile home, and boat sales and rental • Warehousing or indoor storage of goods or material in quantities greater than normally incidental to the uses permitted in this Declaration • Any other use, that in the sole judgment of the Board of Directors (i) is incompatible with the specifically permitted uses or the desired mix of uses; (ii) adversely affects market value of other Lots; or (iii) may interfere with the expectation of other Owners'quiet enjoyment of their Lots (b) Adult-Oriented Establishments. For purposes of this Declaration, adult-oriented establishments shall include, without limitation: (i) Adult bookstore. Adult bookstores are establishments having a substantial or significant portion of their stock and trade in, or an establishment which, as one of its principal business purposes, offers for sale, books, films, video cassettes or magazines and other periodicals which are distinguished or characterized by their emphasis on matters depicting, describing, or relating to specified sexual activities or specified anatomical areas. (ii) Adult Entertainment studios. Any premises to which the public, patrons or members are invited or admitted and which are so physically arranged as to provide booths, cubicles, rooms, studios, compartments or stalls separate from the common areas of the premises for the purpose of viewing adult oriented motion pictures, or where an entertainer provides adult entertainment to a member of the public, a patron or member. An adult entertainment studio shall include any such premises, whether advertised or represented as an adult entertainment studio, rap studio, exotic dance studio, encounter studio, sensitivity studio, modeling studio, massage parlor, or any other term of like import. This section shall not be deemed to bar premises offering therapeutic, sports or other types of massage provided on the assigned order of a licensed physician,osteopath, chiropractor, or physical therapist. (iii) Other businesses. The operation of any business that involves, in whole or in significant part,the sale, lease,trade, gift or display for sale of any obscene materials. For purposes of this Declaration, "Adult Entertainment" shall mean: (A) an exhibition of any adult oriented motion pictures, meaning those distinguished or characterized by an emphasis on matter depicting, describing or relating to specified sexual activities or specified anatomical areas; and/or (B) a live performance, display, or dance of any type, which as a significant or substantial portion of the performance, includes any actual or simulated performance of specified sexual activities or exhibition and viewing of specified anatomical areas, removal of articles of clothing or appearing unclothed, pantomiming, modeling or any other person services offered customers. 8.6 Permitted Uses. Permitted uses shall be governed by both municipal zoning and as specified herein. The most restrictive regulation shall apply. Commercial, business, professional and certain compatible, light industrial uses are encouraged on the Property as hereinafter. Permitted uses include: - 18 - DRAFT 9/ 27/05 • Amusement and recreational Garden supply store(indoor sales activities only) • Antique shop and store Gift shop • Apparel and accessory store Grocery store(including retail • Appliance sales, services markets and produce store) • Art gallery Gymnastics center • Art,pottery, and sculpture studio 0 Hardware store,no exterior storage • Art supply stores a Health and exercise center • Audio-visual equipment sales and • Hobby and coin shop rental • Hunting and fishing supply store • Auto supply store • Interior decorator's shop • Bakery for on-site sales, with • Jewelry and metal craft store seating less than 850 square feet • Leather goods and luggage store • Bar(tavern, cocktail lounge) 0 Liquor store • Barbershop • Lock and key shop • Beauty parlor Mail order catalog store • Bicycle sales, service and repair Medical,dental or health clinic shop Medical and orthopedic appliance • Book and stationery store store • Bowling alley Museum • Brew pub Music and instrument sales, service • Building contractor offices and repair shop • Building materials sales Music or dance studio • Business and office machine sales, • Newspaper office service and repair shop • Newsstand • Business,technical or vocational • Office supply and office equipment school store • Cabinet shops • Optician • Candy and ice cream store • Package liquor store (no drive in) • Cigar and tobacco store • Paint and wallpaper store • Clothing and costume sales and • Pawnshop rental shop • Personal and convenience services • Custom dressmaking, furrier, • Pet shop millinery or tailor shop employing • Pet grooming shop five persons or less • Pharmacy • Dancing or theatrical studio and • Photographic equipment and supply school store • Day care center • Photographic studio • Delicatessen and catering • Picture frame shop establishment • Professional offices: accounting, • Department store architecture,engineering,insurance, • Drugstores law,etc. • Dry goods and notion store • Radio and television studio,without • Equipment sales and service transmission towers • Fabric assembly (e.g. clothing,tents, • Repair service (clothes, small outdoor gear, etc.) employing five appliances, electronics, etc.) persons or less • Restaurants (including those serving • Financial institutions (without drive- alcoholic beverages) up facilities) • Secondhand stores • Florist 0 Sewing machine store • Frozen food storage and locker • Shoe store rental • Shoe repair shop • Furniture store • Sporting and athletic goods store - 19 - r DRAFT 9/ 27/05 • Tailor shop, less than five • Variety store employees • Video production studio and post • Tennis and racquet clubs production services • Toy store • Wallpaper store • Travel agency • Watch repair shop • Upholstery shops (excluding on-site • Wholesale establishments that use upholstery service for cars,boats, samples but do not stock on trailers,trucks and other motorized premises vehicles requiring overnight storage) 8.7 General use provisions. The following general provisions shall apply to all Lots, unless otherwise provided herein: (a) Building Size and Height. No building shall be constructed, other than incidental or accessory structures, which contain less than the minimum square feet of gross floor area designated in the Design Guidelines, unless otherwise approved by the Design Review Committee and the Association. The footprint of such building shall occupy at least the minimum building envelope designated in the Design Guidelines. No building, structure or other Improvement shall exceed the height limitation designated in the Design Guidelines. (b) Building Occupancy. No building shall be occupied by more Tenants than specified in the Design Guidelines, unless otherwise approved by the Design Review Committee and the Association. (c) Temporary Structures, Tents, Trailers and Storage. No temporary structure, tent, or trailer of any kind shall be erected or placed upon any Lot, except for temporary construction offices during a construction period. All construction offices must be removed within 30 days after completion of construction. (d) Landscaping. To the extent any Lot may have open space, such space shall be landscaped in accordance with a plan submitted to and approved in writing by the Design Review Committee. The plan shall be approved prior to any development of the Lot. The plan shall include information regarding the type of seeding and/or sodding, types of trees, hedges and shrubs, and information regarding other landscape treatment for the entire site, such as fences, walls, and screening. All landscaping shall be undertaken and completed in accordance with the approved plan, and the plan may not be substantially modified without submitting a revised landscape plan for prior written approval by the Design Review Committee. All landscaping required hereunder or otherwise to be provided on any Lot shall be completed within the time frame established by the Design Review Committee. (e) Signs. No exterior signs shall be permitted anywhere on the Property without prior written approval of the Design Review Committee. All signs shall comply with this Declaration and all applicable Laws. (f) Architectural Design and Materials. No building, structure or other Improvement may be constructed, erected, placed, altered, or permitted on any Lot until plans and specifications detailing exterior elevations, architectural style, materials and colors have been submitted to and approved in writing by the Design Review Committee. Such approval shall be subject to the Design Guidelines governing architectural styles and quality of building design, appearance, siding, materials and other attributes that will enhance the overall appearance and environment of the Property. -20 - DRAFT 9/ 27/05 (g) Outdoor Storage. No outdoor storage shall be permitted anywhere on the Property without prior written approval of the Association. (h) Outside Storage Tanks.No outside storage tanks shall be permitted on the Property. (i) Exterior Lighting. No exterior lighting shall be permitted on any Lot without prior written approval of the Design Review Committee. No flashing or intermittent light of any kind shall be permitted. (j) Air Conditioning Units. No window air conditioning units may be installed in any renovation or new construction, except as may be permitted by the Design Review Committee. (k) Antennas, Towers, and Satellite Dishes. No exterior antennas, towers, satellite dishes or other apparatus for sending or receiving of radio,television,electromagnetic, or microwave signals shall be placed upon any Lot, building, structure, or Improvement without the prior written approval of the Design Review Committee. The Design Review Committee may give or deny approval subject to applicable Law. The Design Review Committee may impose size limitations on such equipment and screening, location and placement requirements as conditions of approval. (1) Fences. Unless approved in writing by the Design Review Committee, no fences, ornamental screens, or walls of any nature shall be erected or maintained on or around any portion of any Lot. (m) Utility Lines. All utility easements must be observed, the location of which are available from the Association. All new and extended utility lines shall be placed underground, unless otherwise approved by the Association. (n) Tree Removal. No trees shall be removed from the Property without the prior written consent of the Design Review Committee, except for dead trees and trees posing imminent safety concerns. (o) Drainage. No Owner or Occupant may obstruct or rechannel drainage flows after location and installation of drainage swales, storm sewers, or storm drains. Declarant hereby reserves a perpetual easement across all the Property for itself and the Association for the purpose of inspecting drainage and water flow. (p) Explosives and Combustible Materials. All activities carried out in buildings and Improvements that conform to the standards of the National Board of Fire Underwriters. No highly flammable or explosive liquids, solids or gases shall be stored in bulk on the Property. All materials or wastes that might cause fumes, constitute a fire hazard, or attract rodents or insects may be stored on the Property only if they are enclosed in approved containers that are adequate to eliminate such hazards and if such storage is in accordance with applicable Law. (q) Animals and Pets. Unless otherwise permitted by the Association, no animals, livestock, or poultry of any kind may be raised,bred,kept, or permitted on any Lot. This restriction does not apply to personal assistance animals accompanying disabled persons on the Property. (r) Nuisance and Unsightly or Unkempt Conditions. Each Owner and Occupant shall have the responsibility to prevent the development of any unclean, unhealthy, unsightly, or unkempt condition on its Lot. No Lot shall be used in whole, or in part, for the storage of any -21 - DRAFT 9/27/05 property or thing that will cause the Lot to appear to be in an unclean or untidy condition or that will be obnoxious to the eye.No nuisances shall be permitted to exist or operate on any Lot so as to be offensive or detrimental to another Lot or its Occupants. Nuisances include, but are not limited to,the following conditions insofar as they may disturb the peace, quiet, safety, and comfort of the Occupants of other Lots or neighboring property: foul or obnoxious odors, noise, vibration, electro-mechanical disturbance and radiation, electro- magnetic disturbance and radiation, air or water pollution, and dust. There shall not be maintained any plants or animals or device or thing of any sort whose activities or existence in any way is noxious, dangerous, unsightly, unpleasant, or of a nature as may diminish or destroy the enjoyment of the Property. Trash, garbage, debris, or other waste matter of any kind may not be burned within the Property. No speaker, horn, whistle, siren, bell, amplifier or other sound device, except such devices as may be used exclusively for security purposes, shall be located, installed or maintained upon the exterior of any structure unless required by law. 8.8 Construction. (a) Construction Vehicular Traffic. During the course of construction activity on any Lot, the Lot Owner shall keep all Common Property free of dirt, debris, etc. and shall repair any construction vehicle damage to any Common Property at the Lot Owner's sole expense. (b) Completion of Construction. When a Lot is sold or leased by Declarant to speculative builders or developers, the Association may require a performance bond to ensure that such builder or developer will conform to this Declaration and the Design Guidelines and that within a specified period of time such builder or developer will (i) finish all exterior walls and complete installation of all windows and doors; (ii) complete all driveways and walkways on the Lot; (iii) remove all construction debris; and (iv) complete all required landscaping on the Lot. Upon completion of any on-site construction improvements, the l Lot Owner shall notify the Association. The Association, or its designee shall inspect the Lot for compliance with this Declaration and the Design Guidelines. (c) Excavation and Grading. No site preparation shall be permitted until all approvals and permits are in place and approved by the Association. No excavation shall be made except in conjunction with the construction of an improvement. 8.9 Parking. Vehicles shall be parked only in designated parking spaces on the Property. All parking on the Common Property shall be subject to such rules and regulations as the Board may adopt. Owners, Occupants and Tenants of Lots shall be responsible for enforcing this requirement with respect to their employees and visitors. SECTION 9. DESIGN REVIEW PROCESS AND PROCEDURES. 9.1 Design Review Committee. A Design Review Committee ("DRC") shall consist of no less than 3 or more than 5 members appointed by the Board. DRC Members need not be Board members, Owners, or affiliates of Owners. Until the Board acts to appoint DRC members, the DRC shall be comprised of Board members, and their DRC terms shall be concurrent with their terms as directors. The DRC shall be responsible for the design review duties and functions specified in this Declaration. 9.2 DRC Review Required. No exterior construction, alteration, addition, or renovation of any building, structure, parking lot, sign, wall, or other Improvement of any kind or nature shall be commenced on the Property, except such as is (a) installed by Declarant, (b) reviewed by the DRC and approved by the Board in accordance with this Section 9, or (c) otherwise expressly -22 - • DRAFT 9/27/05 permitted in this Declaration. No such construction, alteration, addition, or renovation shall be made unless and until plans and specifications detailing at least the nature, kind, shape, height, materials, and location shall have been properly submitted in writing to and approved by the Association after recommendation from the DRC. 9.3 Employment of Architects, Engineers or Other Persons. The Association may employ architects, engineers, or other persons necessary to enable the DRC to perform its review. The DRC may, from time to time, delegate any of its rights or responsibilities hereunder to one or more duly licensed architects or other qualified persons, which shall have full authority to act on behalf of the DRC for all matters delegated. 9.4 Review Fee and Address. The Association may establish a review fee to cover the cost of review of plans and specifications consistent with the type of review being conducted. Plans and specifications shall not be deemed submitted to the DRC unless and until the review fee has been paid to the Association. The address of the DRC shall be the office of the Association. 9.5 Design Guidelines. The initial Design Guidelines and procedures have been created and are hereby adopted by Declarant. The initial Design Guidelines are attached to this Declaration as O. The Design Guidelines shall be explanatory and illustrative of the general intent of the development of the Property, and they are intended as a guide to assist the DRC in reviewing plans and specifications. Except for those Design Guidelines required as a condition of PUD plat approval, the Design Guidelines shall not be binding upon the DRC and shall not constitute in every event the basis for a recommendation of approval or disapproval of plans, specifications, or other materials submitted to the DRC for review. The Design Guidelines may be amended from time to time by the Association; provided, however that if a guideline proposed for amendment was required as a condition of PUD plat approval, then the City of Bozeman must approve the 0 amendment before it is effective. No improvements constructed in accordance with plans and specifications approved by the DRC and Association in accordance with the then applicable Design Guidelines shall be required to be changed because such standards are thereafter amended. 9.6 Plan Review and Approval. All development plans shall be reviewed and approved in accordance with procedures established by the Association. 9.7 Right to Inspect. Authorized Association representatives may from time to time, during reasonable hours and with reasonable notice, enter upon and inspect any Lot to ascertain whether or not the site development approval has been, or is being, complied with. Such person or persons shall not be deemed guilty of trespass by reason of such entry. 9.8 Construction Compliance. The Association may require, in writing, any Owner to restore such Owner's improvements to the condition existing prior to the construction thereof (including, without limitation, the demolition and removal of any unapproved improvement) if such improvements were commenced or constructed in violation of this Section 9. In addition, the Association may (but has no obligation to) with due notice cause such restoration, demolition, and removal and levy the amount of the cost thereof as a Special Assessment against the Lot upon which such improvements were commenced or constructed. The Association shall take no action with respect to nonconforming or unapproved improvements until completion of the following review and appeal process if the Owner elects by written notice to the Association to institute such process: (a) Within 15 days of written notice of appeal by the Owner, such Owner and the Association shall each appoint a duly licensed architect to determine whether a violation exists. These -23 - • • DRAFT 9/27/05 two architects shall then choose a mutually acceptable third architect within 10 days after the expiration of the 15 day period. (b) Within 30 days after the appointment of the third architect, a majority of the three architects shall determine whether a violation exists. A written determination shall be filed with the Association and provided to the Owner. (c) If a violation is determined to exist, the Association shall, in its reasonable discretion, determine the manner in which the violation shall be remedied, which remedy may include reasonable fines and fees for architectural services. The Association shall make such determination within 15 days of the above determination of a violation. The Owner shall be notified in writing of any required remedial action. 9.9 Notice of Noncompliance or Noncompletion. Notwithstanding anything to the contrary contained herein, after expiration of one (1) year from the date of substantial completion of construction of any Improvements on the Property, the Improvements shall be deemed to be in compliance with all provisions of this Section 9, unless actual notice of such noncompliance and noncompletion, executed by the Association, or its designated representatives, has been delivered to the Owner. For the purposes of this Section, "substantial completion" shall be defined in the manner adopted by the American Institute of Architects. Subsequent improvements, alterations, or repairs to a Lot shall not entitle the DRC to review for compliance any Improvements substantially completed more than one (1) year prior to the more recent improvements, alterations,or repairs that are subject to review. 9.10 No Liability. Plans and specifications are not reviewed or approved for engineering or structural design, code compliance, or quality of materials. By approving such plans and specifications neither the DRC,the Association, or Declarant assumes liability or responsibility therefor,nor for any defect in any structure constructed from such plans and specifications. To the fullest extent permitted by Law, neither Declarant, the Association, the DRC, nor officers, directors, members, employees and agents of any of them, shall be liable for damages to anyone submitting plans and specifications to any one of them for approval, or to any Owner of property affected by these restrictions by reason of mistake in judgment, negligence, or nonfeasance arising out of or in connection with the approval or disapproval or failure to approve or disapprove any such plans or specifications. Every person who submits plans and specifications and every Owner agrees to refrain from bringing any action or suit against Declarant, the Association, the DRC, the Board, or officers, directors, members, employees and agents of any of them, to recover any such damages and hereby waives and releases all claims, demands, and causes of action arising out of or in connection with any judgment, negligence, or nonfeasance and hereby further waives the provision of any law which provides that a general release does not extend to claims, demands, and causes of action not known at the time the release is given. SECTION 10. INSURANCE AND CASUALTY LOSSES. 10.1 Insurance on Common Property. (a) Property Insurance. The Association's Board of Directors, or its duly authorized agent, shall have the authority to and shall obtain blanket "all-risk" property insurance, if reasonably available, for all insurable improvements on the Common Property. If blanket "all-risk" coverage is not reasonably available, then at a minimum an insurance policy providing fire and extended coverage shall be obtained. The face amount of such insurance shall be sufficient to cover the full replacement cost of any repair or reconstruction of the Common Property if it is damaged or destroyed from any insured hazard. -24 - DRAFT 9/ 27/05 (b) Liability Insurance. The Board shall also obtain a public liability policy covering the Common Property, insuring the Association and its Members for all damage or injury caused by the negligence of the Association, any of its Members, employees or agents, or any other person who has a right to occupy a Lot. The public liability policy shall have limits of liability of at least ® (combined single limit) covering all claims for death and personal injury (including medical payments) and/or property damage arising out of a single occurrence. (c) Premiums, Deductible. Premiums for all insurance on the Common Property shall be Common Expenses of the Association and shall be included in the General Assessment. The policies may contain a reasonable deductible, and the amount thereof shall not be subtracted from the face amount of the policy in determining whether the insurance at least equals the coverage required hereunder. The deductible shall be paid by the party who would be liable for the loss or repair in the absence of insurance and if there are multiple parties shall be allocated in relation to the amount each party's liability for loss bears to the total. (d) Insurance Criteria. All insurance coverage obtained by the Board of Directors shall be written in the name of the Association as trustee for the respective insurance beneficiaries, as further identified in subsection (ii) below. The following provisions shall govern such insurance: (i) All policies shall be written with a company authorized to do business in the State of Montana that holds a Best's rating of B+ or better and is assigned a financial size category of VI or larger as established by A. M. Best Company, Inc., if reasonably available,or,if not available,the most nearly equivalent rating that is available. (ii) All policies on the Common Property shall be for the benefit of the Association and its Members. Exclusive authority to adjust losses under policies obtained by the Association on the Common Property shall be vested in the Association's Board of Directors; provided, however, no Mortgagee having an interest in such losses may be prohibited from participating in the settlement negotiations, if any,related thereto. (iv) In no event shall the insurance coverage obtained and maintained by the Association's Board of Directors hereunder be brought into contribution with insurance purchased by individual Owners, Occupants, or their Mortgagees. (v) All property insurance policies shall have an inflation guard endorsement, if reasonably available, and, if the policy contains a co-insurance clause, it shall also have an agreed amount endorsement. (vi) The Association's Board of Directors shall be required to use reasonable. efforts to secure insurance policies that will provide the following: • A waiver of subrogation by the insurer as to any claims against the Association's Board of Directors, officers, employees and manager, the Owners and Occupants of Lots,and their respective Tenants,servants, agents, and guests; • • A waiver by the insurer of its rights to repair and reconstruct, instead of paying cash; -25 - f DRAFT 9/27/05 • A statement that no policy may be canceled, invalidated, suspended,or subject to nonrenewal on account of any one or more individual Owners; • A statement that no policy may be canceled, invalidated, suspended, or subject to nonrenewal on account of any curable defect or violation without prior demand in writing delivered to the Association to cure the defect or violation and the allowance of a reasonable time thereafter within which the defect may be cured by the Association,its manager, any Owner, or Mortgagee; • A statement that any "other insurance" clause in any policy exclude individual Owners'policies from consideration; and • A statement that the Association will be given at least 30 days prior written notice of any cancellation,substantial modification, or non-renewal. 10.2 Other Insurance. In addition to the insurance required in Section 10.1 and to the extent required by law, the Board shall obtain worker's compensation insurance, and the premium shall be a Common Expense. The Board may also, in its discretion, obtain directors' and officers' liability coverage, if reasonably available, and a fidelity bond or bonds on directors, officers, employees, and other persons handling or responsible for the Association's funds, if reasonably available. The amount of fidelity coverage shall be determined in the Boards' best business judgment but, if reasonably available, may not be less than one-sixth (1/6) of the annual General Assessments on all Lots plus reserves on hand. Bonds shall contain a waiver of all defenses based upon the exclusion of persons serving without compensation and shall require at least 30 days' prior written notice to the Association of any cancellation, substantial modification,or non-renewal. 10.3 Damage and Destruction. (a) Adjustment, Estimates. Immediately after damage or destruction by fire or other casualty to all or any part of the Common Property covered by insurance written in the name of the Association, the Board of Directors or its duly authorized agent shall proceed with the filing and adjustment of all claims arising under such insurance and obtain reliable and detailed estimates of the cost of repair or reconstruction of the damaged or destroyed Common Property. Repair or reconstruction, as used in this paragraph, means repairing or restoring the Common Property to substantially the same condition in which it existed prior to the fire or other casualty, allowing for any changes or improvements necessitated by changes in applicable building codes. (b) Decision to Repair. Any damage or destruction to the Common Property shall be repaired or reconstructed unless the Members representing at least seventy-five (75%)percent of the Member Votes of the Association shall decide within 60 days after the casualty not to repair or reconstruct. No Mortgagee shall have the right to participate in the determination of whether the damage or destruction to Common Property shall be repaired or reconstructed. (c) Failure to Repair. If it should be determined in the manner described above that the damage or destruction to the Common Property shall not be repaired or reconstructed and no alternative improvements are authorized, then the affected portion of the Common Property shall be cleared of all debris and ruins and maintained by the Association in a neat and attractive landscaped condition. 10.4 Disbursement of Proceeds. If the damage or destruction for which the proceeds of insurance policies held by the Association are paid is to be repaired or reconstructed, the proceeds, or such -26 - f it DRAFT 9/27/05 portion thereof as may be required for such purpose, shall be disbursed in payment of such repairs or reconstruction as hereinafter provided. Any proceeds remaining after defraying such costs of repair or reconstruction shall be retained by and for the benefit of the Association and placed in a capital improvements account. If no repair or reconstruction is made, the proceeds shall be retained by and for the benefit of the Association and placed in a capital improvement account. 10.5 Repair and Reconstruction. If the damage or destruction to the Common Property for which insurance proceeds are paid is to be repaired or reconstructed, and such proceeds are not sufficient to defray the cost thereof, the Board of Directors shall, without the necessity of a vote of the Members,levy a Special Assessment against the Owners. 10.6 Property Insured by Owners; Damage and Destruction. Each Owner acknowledges and agrees that neither Declarant nor the Association shall have any obligation to insure the Owner's Lot. Each Owner shall carry appropriate liability and casualty insurance or cause such insurance to be carried by another entity. Each Owner fully covenants and agrees that if Improvements on the Owner's Lot are damaged or destroyed, the Owner shall proceed promptly either (a) to repair or reconstruct the damaged Improvement in a manner consistent with the original construction or in such manner as may be approved in accordance with the provisions of Section 9 hereof; or(b) to clear the Lot of all debris and return it to substantially the natural state in which it existed prior to the beginning of construction and thereafter to maintain the Lot in a neat and attractive landscaped condition. SECTION 11 CONDEMNATION. Whenever all of any part of the Common Property shall be taken by any authority having the power of condemnation or eminent domain, the Association shall represent the Owners. The award made for such taking shall be payable to the Association. SECTION 12 ANNEXATION AND WITHDRAWAL OF PROPERTY. 12.1 Annexation by Declarant. Declarant shall have the unilateral right, privilege, and option, from time to time at any time until all Additional Property has been subjected to this Declaration or ®, whichever is earlier, to subject to the provisions of this Declaration and the jurisdiction of the Association all or any portion of the Additional Property. Annexation shall be accomplished by recording a Supplemental Declaration annexing such property in the Public Records. The Supplemental Declaration shall not require the consent of Members, but shall require the consent of the owner of such Additional Property, if other than Declarant. The Supplemental Declaration may create additional Lots and additional Common Property, and it may change the Percent Membership Interest and relative number of Member Votes allocated to each Lot. Each Owner and Mortgagee, by accepting any right, title or interest in a Lot, grants Declarant, and its successors in interest, a limited irrevocable power of attorney, coupled with an interest, to change the Percent Membership Interest and relative number of Member Votes allocated to each Lot in accordance with the plan set forth in the Supplemental Declaration. Recording of a Supplemental Declaration adding additional Lots and modifying the Percent Membership Interest and Member Votes allocated to pre-existing Lots shall be deemed a assignment and conveyance of membership interests and voting rights in the Association in accordance with the Supplemental Declaration. Any such annexation shall be effective upon the recording of such Supplemental Declaration unless otherwise provided therein. Declarant shall have the unilateral right to transfer to any other person the right, privilege, and option to annex the Additional Property that is herein reserved to Declarant, provided that such transferee or assignee shall be the owner of at least a portion of the Property or Additional Property and that such transfer is memorialized in a written,recorded instrument executed by Declarant. -27 - i • DRAFT 9/27/05 12.2 Annexation by Association. Subject to the consent of the owner thereof, the Association may annex real property (or any interest therein) other than the Additional Property, and following the expiration of the right in Section 12.1 hereof, the Additional Property, to the provisions of this Declaration and the jurisdiction of the Association. Such annexation shall require (a) the affirmative vote of Members representing two-thirds of the Member Votes of the Association present at a meeting duly called for such purpose and (b) the written consent of Declarant if the proposed annexation will occur during the Declarant Control Period. Annexation shall be accomplished by recording a Supplemental Declaration describing the property being annexed in the Public Records. Any such Supplemental Declaration shall be signed by the president and the secretary of the Association, and by the owner of the property being annexed, and any such annexation shall be effective upon recording unless otherwise provided therein. The relevant provisions of the Bylaws dealing with regular or special meetings, as the case may be, shall apply to determine the time required for and the proper form of notice of any meeting called for the purpose of considering annexation of property pursuant to this Section 12.2 and to ascertain the presence of a quorum at such meeting. 12.3 Additional Covenants and Easements. Declarant may unilaterally subject any portion of the Additional Property submitted to this Declaration by Supplemental Declaration under Section 12.1 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 Declarant. 12.4 Withdrawal of Property. Subject to the consent of the Owner thereof, the Association may withdraw real property from the provisions of this Declaration. Such withdrawal shall require (a) the affirmative vote of Members representing two-thirds of the Member Votes of the Association present at a meeting duly called for such purpose and (b) the written consent of Declarant if the proposed withdrawal will occur during the Declarant Control Period. Withdrawal shall be accomplished by recording a Supplemental Declaration describing the property being withdrawn in the Public Records. Any such Supplemental Declaration shall be signed by the president and the secretary of the Association, and by the Owner of the property being withdrawn, and any such withdrawal shall be effective upon recording unless otherwise provided therein. The relevant portions of the Bylaws dealing with regular or special meetings, as the case may be, shall apply to determine the time required for and the proper form of notice of any meeting called for the purpose of considering withdrawal of property pursuant to this Section 12.4 and to ascertain the presence of a quorum at such meeting. 12.5 Amendment. This Section 12 shall not be amended without the prior written consent of Declarant, so long as Declarant or an entity controlled by Declarant owns any portion of the Property or Additional Property. SECTION 13 MORTGAGEE PROVISIONS. 13.1 Priority of First Mortgages. Notwithstanding any other provisions of this Declaration or any provisions of the Bylaws, a breach of this Declaration by any Owner shall not defeat or invalidate the lien of a first Mortgage made in good faith and value as to a Lot or any portion thereof. As provided in Section 5, any lien which the Association may have on any Lot for the nonpayment of Assessments allocated to such Lot will be subordinate to the lien or equivalent security interest of any first Mortgage on the Lot recorded prior to the date any such Assessments became due. No provision of this Declaration shall be construed as giving any Owner or other party priority over any rights of the first Mortgagee of any Lot in the case of distribution to such Owner of insurance proceeds or condemnation awards for losses to or taking of property. -28 - DRAFT 9/27/05 13.2 Notices to Eligible Lenders. Any lender holding a first Mortgage on a Lot ("Eligible Lender") 1 shall be given notice of the following events if it delivers to the Association a written request that it receive such notices, together with a complete and accurate description of the Lot subject to its Mortgage and an accurate address for such Eligible Lender: (a) Any delinquency in the payment of Assessments or charges owed and any other default in the performance of an obligation set forth in this Declaration by an Owner of a Lot subject to a first Mortgage held by such Eligible Lender which remains uncured for a period of 60 days; (b) Any proposed action that would require the consent of an Eligible Lender. 13.3 Notice to Association. Upon request, each Owner shall be obligated to furnish to the Association the name and address of the holder of any Mortgage encumbering such Owner's Lot. 13.4 Failure of Mortgagee to Respond. Any Mortgagee who receives a written request as herein provided from the Association to.respond to or consent to any action shall be deemed to have approved such action if the Association does not receive a written response from the Mortgagee within 15 days of the date of such Mortgagee's receipt of notice of the Association's request. SECTION 14. EASEMENTS. 14.1 Easements Reserved to Declarant. Declarant shall have the right to assign and convey, in whole or in part, the easements reserved by it hereunder to one or more public utility companies, quasi- public companies, or relevant governmental authorities. The following easements shall be reserved to Declarant, its successors and assigns: (a) Easements, licenses, franchises,permits for installation,maintenance,repair and removal of utilities, public rights-of-way, drainage facilities, and access rights for fire protection services and other similar services over, under and across the Property, as specifically set forth on recorded plats of the Property and portions thereof, or as set forth in other documents of record in the Public Records. (b) Full right of ingress and egress at all times over the Property to the extent reasonably necessary for the installation, operation, maintenance, repair or removal of any utility or drainage facility contained within any of the aforesaid easements. (c) Full right of ingress and egress at all times over the Property as may be reasonably required to remove any obstruction that may be placed in such easements without the approval of Declarant or the owner of the relevant easement, where such unauthorized obstruction would constitute interference with the use of such easement or with the use, maintenance, operation or installation of such utility or other services. (d) Full rights of ingress and egress shall be held by the Association at all times over and upon each Lot for emergency, security, and safety in accordance with the provisions hereof, for carrying out the Association functions, duties and obligations hereunder. Such rights may be exercised by all policemen, firemen, ambulance personnel, and similar emergency personnel in the performance of their respective duties. Except in an emergency situation, entry shall only be during reasonable hours, after notice to the Owner, shall be made with as little inconvenience to the Owner as practical, and the entering party shall repair any damage caused thereby. This right of entry shall include the right of the Association to enter to cure any condition that may increase the possibility of a fire or other hazard if the -29 - i DRAFT 9/27/05 Owner or Occupant fails or refuses to cure the condition upon the Association's written request. 14.2 Easements for Encroachment. If any portion of the Common Property encroaches upon a Lot or Lots as of the date of this Declaration, a valid easement for the encroachment and for the maintenance of the same, so long as it stands, shall and does exist. If any portion of a Lot Improvement encroaches upon the Common Area Tract as of the date of this Declaration, a valid easement for the encroachment and for the maintenance-of the same, so long as it stands, shall and does exist. Further, there shall be reciprocal appurtenant easements for encroachment between each Lot and such portion or portions of the Common Area Tract adjacent thereto due to the unintentional placement or settling or shifting of the improvements constructed, reconstructed, or altered thereon (in accordance with the terms of this Declaration) to a distance of not more than�feet along a line perpendicular to such boundary at such point; provided, however, in no event shall an easement for encroachment exist if such encroachment occurred due to willful conduct on the part of an Owner, Occupant,or the Declarant. 14.3 Easements for Overhang. Each Lot shall have an appurtenant easement for overhang between such Lot and the portion of the Common Space Tract adjacent thereto for balconies, awnings, eaves, beams, and other similar structures projecting from buildings, structures, and other improvements situated on the Lot (collectively "projections"). Such projections may overhang the Common Space Tract a distance of not more than a feet, as measured from any point on the common.boundary between each Lot and the adjacent portion of the Common Space Tract along a line perpendicular to the boundary at such point. All projections shall have sufficient ground clearance so as not to interfere with walkways, driveways, or parking areas located on either the Common Space Tract or other Common Property. • 14.4 Easement for Maintenance and Repair of Lot Improvements. Each Lot shall have appurtenant easements over and across adjacent portions of the Common Space Tract and other Common Property for the purpose of accessing and maintaining structures and other Improvements on such Lot. The Owner of such Lot shall not exercise such easement in a manner that interferes unreasonably with other Owners' and Occupants'use of the Common Property 14.5 Easements for Installation of Common Property. Easements over and across each Lot are hereby reserved for the installation, construction, and reconstruction of walkways, driveways, parking areas, curbs, lighting fixtures, signs, and other similar improvements intended for the common use and enjoyment of all Owners, Occupants, Tenants and their respective employees, guests, and invitees. The location of the easements shall correspond with the locations of such improvements as shown in the PUD final plat and any amendments thereto; provided, however, that if the improvements are constructed prior to the initial conveyance of an affected Lot to someone other than Declarant and the location of the improvements varies from that shown on the PUD final plat, the corresponding easements for the improvements on such Lot shall be located at the improvements' "as built" locations. The easements described in this Section 14.5 shall be appurtenant to and pass with title to the Common Space Tract, and they shall be part of the Common Property held by the Association for the use and enjoyment of the Owners. 14.6 Easement for Maintenance and Repair of Common Property. The Association and its representatives, employees, contractors, and agents, shall have the irrevocable right to access each Lot from time to time during reasonable hours, or at any time in the case of an emergency, as may be necessary for the maintenance, repair or replacement of any of the Common Property located on or accessible from such Lot. -30 - 0 • DRAFT 9/ 27/05 14.7 Easements for Use and Enjoyment of Common Property. Every Owner shall have a nonexclusive right and easement of ingress and egress, use and enjoyment in and to the Common Property that shall be appurtenant to and shall pass with the title to such Owner's Lot, subject to: (a) The provisions of this Declaration as it may be amended from time to time; (b) Any restrictions or limitations contained in any deed or assignment conveying such Common Property to the Association; (c) The right of the Board of Directors to adopt other rules and regulations regulating the use and enjoyment of the Common Property; (d) The right of the Association to limit the number of invitees who may use the Common Property, to allow persons, such as persons living or working in the vicinity of the Property, to use the Common Property on a regular or temporary basis and to charge or not charge such persons a user fee thereof, and to provide for the exclusive use and enjoyment of specific portions thereof at certain designated times by an Owner, its Tenants, guests, Occupants, and invitees; (e) The right of the Association to suspend the right of an Owner to use the Common Property (other than for ingress and egress to the Owner's Lot) for any period during which any Assessment that is herein provided for remains unpaid. (f) The right of the Association to dedicate or transfer all or any part of the Common Property to any public agency, authority or utility for such purposes and subject to such conditions as may be agreed to by the Members. No such dedication or transfer shall be effective unless an instrument signed by the Association certifying that seventy-five percent (75%) of the Member Votes has approved such dedication or transfer has been recorded. If such proposed dedication or transfer is to occur within the Declarant Control Period, the written consent of Declarant shall also be required. An Owner's right of use and enjoyment in and to the Common Property and facilities located thereon shall extend to the Owner's Tenants, invitees and guests. An Owner shall be deemed to have made a delegation of all such rights to the Occupants of such Owner's Lot, if leased. SECTION 15. ENFORCEMENT. 15.1 Owner's Compliance. Every Owner, Tenant or Occupant of a Lot shall comply with the provisions of this Declaration, the Bylaws and any rules and regulations of the Association, all as may be amended or modified from time to time. Failure to comply shall be grounds for an action to recover sums due, for damages and fines, for injunctive relief, or for any other remedy available at law or in equity maintainable by the Association or, in a proper case,by an aggrieved Owner. All agreements and determinations lawfully made by the Association shall be deemed to be binding on all Owners,their successors and assigns. 15.2 Remedies. (a) Fines and Penalties. The Board may implement a schedule of reasonable fines and penalties for particular offenses that are common or recurring in nature and for which a uniform fine schedule is appropriate. A late charge for delinquent assessments or costs of collection may be added to an Owner's total Assessment obligation and may be collected by the Association in the same manner as provided for the collection of Assessments in Section 5. -31 - 0 0 DRAFT 9/27/05 (b) Suit. The Association, in its own name and on its own behalf, or on behalf of all Owners, may enforce the provisions of this Declaration by prosecuting a proceeding at law or in equity against any persons or persons violating or attempting to violate any of the Covenants to enjoin or prevent them from doing so, to cause the violation to be remedied, and/or to recover damages resulting from the violation. The Association may also file suit to enforce any lien created by this Declaration. The decision as to whether it is necessary or desirable for the Association to take enforcement action shall rest within the sole discretion of the Board. (c) Self-Help; Abatement. In addition to any other remedies provided for herein and available under law,the Association or its duly authorized agent shall have the power to enter upon a Lot or any portion of the Property to abate or remove, using such force as may be reasonably necessary, any improvement, structure, thing or condition that violates this Declaration. Except in the case of emergency situations and towing, the Association shall give the violating Owner or Occupant 10 days written notice of its intent to exercise self- help. All cost of self-help shall be assessed against the violating Owner, shall be a continuing lien on the violating Owner's Lot, and shall be collected as provided in this Declaration for the collection of Assessments. (d) Nuisance. Without limiting the generality of the remedies elsewhere provided .in Declaration, the result of every act or omission whereby any Covenant is violated in whole or in part is hereby declared to be a nuisance, and every remedy against nuisance, either public or private, shall be available to the Association. (e) Remedies Not Exclusive. The remedies provided in this Section 15 and elsewhere in this Declaration and the Bylaws shall be cumulative and shall not be exclusive of any other remedies that may now or in the future be available to the parties as provided for at law or in equity. 15.3 Attorney's Fees. In any legal or equitable proceeding for the enforcement of this Declaration, whether it be an action for damages, declaratory relief or injunctive relief, or any other action,the losing party or parties shall pay the costs and attorney's fees of the prevailing party or parties, in such reasonable amount as shall be fixed by the court in such proceedings or in a separate action brought for that purpose. 15.4 No Waiver. The failure of any Owner, the Association, or the Board to enforce a Covenant contained in this Declaration shall in no event be deemed to be a waiver of the right to enforce such Covenant or any other Covenant thereafter, nor shall such failure result in or impose any liability upon Declarant,the Association,or the Board. SECTION 16. GENERAL PROVISIONS. 16.1 Covenants to Run with Land, Duration, Binding Effect The Covenants contained in this Declaration shall run with the land and bind the Property, including every Lot made subject to this Declaration, and shall inure to the benefit of and be binding upon the Lot Owners, and the heirs, personal representatives, nominees, successors and assigns of such Lot Owners, for a term of 30 years from the date this Declaration is recorded. After such time, the term of the Declaration shall be automatically extended for successive periods of 10 years, unless an instrument in writing, signed by Owners representing 75% of the total Member Votes of the Association,has been recorded within the year preceding the beginning of each successive period of 10 years, agreeing to change said covenants and restrictions,in whole or in part, or to terminate the same, in which case this Declaration shall be modified or terminated as specified therein. -32 - DRAFT 9/27/05 16.2 Amendment. (a) Amendment by Declarant. Prior to the conveyance of the first Lot to a Person other than Declarant or an entity controlled by Declarant, Declarant may unilaterally amend this Declaration. After such conveyance, but no later than the expiration of the Declarant Control Period, Declarant may unilaterally amend this Declaration at any time and from time to time if such amendment is (i) necessary to bring any provision hereof into compliance with any applicable governmental statutes, rule or regulation, or judicial determination; (ii) necessary to enable any reputable title insurance company to issue title insurance coverage on the Lots; or (iii) necessary to enable any governmental agency or reputable private insurance company to insure mortgage loans on the Lots; provided, however, any such amendment shall not adversely affect the title to any Lot unless the Owner shall consent thereto in writing. The provisions of this Section 16.2 shall be in addition to Declarant's right to annex Additional Property and file a Supplemental . Declaration as provided in Section 12.L (b) Amendment by Members. Except as provided in Section 16.2(a), this Declaration or any Covenant contained in it may be amended only by (1) the affirmative vote of Members representing severity-five (75%) percent of the total Member Votes in the Association; and (ii) the consent of Declarant during the Declarant Control Period. Any amendment to be effective must be recorded in the Public Records. If an Owner consents to any amendment to this Declaration or the Bylaws, it will be conclusively presumed that such Owner has the authority so to consent and no contrary provision in any Mortgage or contract between the Owner and a third party will affect the validity of such amendment. No amendment may remove, revoke, or modify any right or privilege of Declarant without the written consent of Declarant or the assignee of such right or privilege. 16.3 Variance and Waiver. Notwithstanding anything to the contrary contained herein, the Association shall- be authorized to grant individual variances or waivers from any of the provisions of this Declaration, except the provisions of Section 5 hereof regarding Assessments, if it determines that a variance or waiver of application or enforcement of the provision in a particular case would not be inconsistent with the overall scheme of development for the Property; provided that such variance or waiver does not violate any applicable Laws. Such variance or waiver shall not constitute a variance or waiver from any governmental authority's rules and regulations. 16.4 Partition. The Common Property shall remain undivided, and no Owner nor any other person shall bring any action for partition or division of the whole or any part thereof, without the written consent of all Owners, the written consent of all the Eligible Mortgagees, and, if such partition or division occurs within the Declarant Control Period,the written consent of Declarant. 16.5 Northside—Use of Word. No Person shall use the word "Northside" in the name of any building, condominium, or business enterprise that is built, established or conducted on any Lot or in any printed or promotional material without the prior written consent of Declarant. Owners and Occupants may use the term "Northside Planned Unit Development" in printed or promotional matter where such term is used solely to specify that the particular property is located within such j PUD. I i 16.6 Disclaimer. Except as expressly provided in this Declaration, the Bylaws, or in agreements or instruments pertaining to conveyance of the Lots, Declarant does not intend by this Declaration to make, and hereby expressly negates and disclaims, any warranties and representations regarding the value, nature, quality, physical condition, suitability, compliance with Laws, or any other -33 - DRAFT 9/27/05 aspect of the Property or the Lots. Estimates of common expenses made by Declarant are reasonably believed to be accurate at the time they are made,but Declarant makes no warranty or representation that such estimates are either correct or may be relied upon by any Person. 16.7 Notice of Sale or Transfer of Title. If any Owner desires to sell or otherwise transfer title to its Lot, such Owner shall give the Board of Directors at least ten (10) days prior written notice of the name and address of the purchaser or transferee, the date of such transfer of title, and such other information as the Board may reasonably require. Until the Board receives such written notice, the transferor shall continue to be jointly and severally responsible for all obligations of the Owner of the affected Lot, including payment of Assessments, notwithstanding the transfer of title to the Lot. 16.8 Proper Notice to Owner or Mortgagee. Except as set forth, any notice required to be given to any Owner or Mortgagee under the provisions of this Declaration shall be personally served or sent by fax with confirmation, overnight courier, or certified U.S. mail, return receipt requested, addressed to the last known address of the Person who appears as the Owner or Mortgagee on the records of the Association at the time of such service. If there are multiple Owners of a Lot, the Association shall be obligated to send notice to only one of the multiple Owners, and notice to one shall be deemed notice to all. Multiple Owners may designate one of them as the Person entitled to notice by so notifying the Association in writing stating the name and address of such Person. Notices under this section shall be deemed to have been received: (a) if by personal delivery, on the date delivered; (b) if by facsimile transmission, on the date confirmed; (c) if by overnight delivery service,on the date delivered; and(d)if by mail, five (5)days after mailing. 16.9 No Dedication. Nothing contained in this Declaration shall be construed or deemed to constitute a dedication, express or implied,of any part of the Property or the Common Property to or for any public use or purpose whatsoever. 16.10 Severability. The provisions of this Declaration shall be deemed independent and severable, and the invalidity, partial invalidity or unenforceability of any one or more provisions shall not affect the validity or enforceability of any other provision. 16.11 Captions. The captions, titles and section headings throughout this Declaration are for convenience and reference only and shall not be deemed or held to explain, modify, amplify or aid in the interpretation, construction or meaning or the provisions of this Declaration, nor to define, limit or describe the scope or intent of a particular section. 16.12 Cumulative Effect. The provisions of this Declaration shall be cumulative with the provisions of any applicable Supplemental Declaration. The Association shall have the standing and authority to enforce the provisions of any Supplemental Declaration. 16.13 Interpretation. The provisions of the Declaration and of the Bylaws to be promulgated and recorded herewith, shall be liberally construed to effectuate the intent and purpose of the :Declaration and the Bylaws. [signatures and acknowledgment on next page] -34 - DRAFT 9/27/05 IN WITNESS WHEREOF, Declarant has caused this Declaration to be made and executed as of the date set forth at the head of this instrument. Montana Avenue Partners, LLC, a Montana limited liability company. by: Scott R. Dehlendorf,Manager by: Barry Brown, Manager STATE OF MONTANA ) ss. County of Gallatin ) This instrument was acknowledged before me on , 2005, by Scott R. Dehlendorf as a Manager of Montana Avenue Partners,LLC, a Montana limited liability company. [signature] [printed name] NOTARY PUBLIC for the State of Montana RESIDING AT ,Montana [Seal] My Commission Expires ,20_ STATE OF MONTANA ) ss. County of Gallatin ) This instrument was acknowledged before me on , 2005, by Barry Brown as a Manager of Montana Avenue Partners,LLC, a Montana limited liability company. [signature] [printed name] NOTARY PUBLIC for the State of Montana RESIDING AT ,Montana [Seal] My Commission Expires ,20_ Exhibits: • Design Guidelines • Description of Property or Additional Property -35 - I Return to: • Montana Avenue Partners, LLC DRAFT 9/ 2 7/0 5 1006 West Main Street Bozeman,Montana 59715 BYLAWS of NORTHSIDE PROPERTY OWNERS ASSOCIATION TABLE OF CONTENTS SECTION1. INTRODUCTION.............................................................................................................................2 1.1 Application....................................................................................................................................2 1.2 Association Powers.......................................................................................................................2 1.3 Relation to other Documents;Conflicts. .....................................................................................2 SECTION2. OFFICES.............................................................................................................................................2 2.1 Registered Office..........................................................................................................................2 2.2 Principal Office.............................................................................................................................3 SECTION3. MEMBERSHIP............................................................................................................................:......3 3.1 Mandatory Membership. ..............................................................................................................3 3.2 Membership Interest..............:......................................................................................................3 3.3 Transfer of Membership...............................................................................................................3 3.4 Annual Membership Meeting.......................................................................................................3 3.5 Special Membership Meetings.....................................................................................................3 3.6 Place of Meeting. ..........................................................................................................................3 3.7 Notice of Membership Meetings..................................................................................................4 3.8 Conduct of Membership Meetings...............................................................................................4 3.9 Membership Quorum Requirements............................................................................................5 3.10 Proxies ...............................:........................................................................................................5 3.11 Voting of Membership........:........................................................................................................5 3.12 Action by Written Consent..........................................................................................................5 SECTION4. DIRECTORS.......................................................................................................................................5 4.1 Number,Tenure and Qualifications of Directors........................................................................5 4.2 Removal of Directors....................................................................................................................6 4.3 Regular Meetings of the Board of Directors...............................................................................6 4.4 Special Meetings of the Board of Directors................................................................................6 4.5 Board of Director Meetings by Conference Telephone..............................................................6 4.6 Notice of Special Director Meetings; Waiver.............................................................................6 4.7 Directors, Manner of Acting........................................................................................................7 4.8 Conduct of Board of Directors Meetings....................................................................................7 4.9 Director Action Without a Meeting.............................................................................................7 4.10 Director Compensation................................................................................................................7 4.11 General Powers............................................................................................................................7 4.12 Committees...................................................................................................................................8 4.13 Managing Agent...........................................................................................................................8 - l - ! ! DRAFT 9/27/05 4.14 Borrowing.....................................................................................................................................9 4.15 Enforcement.................................................................................................................................9 SECTION5. OFFICERS........................................................................................................................................10 5.1 Number of Officers;Qualification.............................................................................................10 5.2 Appointment and Term of Office...............................................................................................10 5.3 President......................................................................................................................................10 5.4 Vice President.............................................................................................................................10 5.5 Secretary......................................................................................................................................10 5.6 Treasurer......................................................................................................................................10 Section 5.7 Officer Compensation...................................................................................................10 SECTION 6. INDEMNIFICATION OF DIRECTORS,OFFICERS AND AGENTS...............................................10 6.1 Indemnification of Directors......................................................................................................10 6.2 Advance Expenses for Directors................................................................................................12 6.3 Indemnification of Officers,Agents and Employees................................................................12 6.4 Mandatory Indemnification........................................................................................................12 SECTION 7. BOOKS AND RECORDS;INSPECTION.........................................................................................12 7.1 Corporate Records. .....................................................................................................................12 7.2 Member's Rights to Inspect Corporate Records........................................................................13 SECTION 8. MISCELLANEOUS.........................................................................................................................14 8.1 Contracts......................................................................................................................................14 8.2 Checks,Drafts,etc......................................................................................................................14 8.3 Deposits ......................................................................................................................................14 8.4 Insurance......................................................................................................................................14 8.5 Fiscal Year...................................................................................................................................14 SECTION9.AMENDMENTS...........................................................................................................................14 9.1 Amendments................................................................................................................................14 SECTION 1. INTRODUCTION 1.1 Application. These Bylaws, upon being recorded with the Clerk and Recorder of Gallatin County, Montana, apply to and govern the Northside Property Owners Association ("Association"), a Montana nonprofit corporation formed under the Montana Nonprofit Corporation Act, Title 35, Chapter 2, of the Montana Code Annotated ("Act"). The Association is authorized and created by the Declaration of Covenants, Conditions and Restrictions for Northside Planned Unit Development ("Declaration"). All Owners, Occupants, and Lessees shall have the rights and responsibilities described in these Bylaws and shall be subject to the provisions thereof. Unless the context requires otherwise,capitalized terms in these Bylaws shall have the meanings given them in the Declaration. 1.2 Association Powers. Except as expressly limited by its articles of incorporation, the Declaration, and these Bylaws, the Association shall have all the powers of a nonprofit corporation enumerated and set forth in the Montana Nonprofit Corporation Act, Title 35, Chapter 2, Montana Code Annotated. 1.3 Relation to other Documents; Conflicts. These Bylaws are subject to and governed by the articles of incorporation of the Association. These Bylaws are further subject to the Declaration, as such may be from time to time amended. If there is any conflict between these Bylaws and the Declaration, the Declaration shall control. No acts by the Association or its Board of Directors shall be contrary to the Declaration. SECTION 2. OFFICES 2.1 Registered Office. The Association's registered office shall be located within Montana at the address of the Association's registered agent. The Board of Directors or Members holding a -2 - DRAFT 9/ 27/05 majority of Member Votes may change the registered agent and the address of the registered office from time to time, upon filing the appropriate statement with the Secretary of State. 2.2 Principal Office. The Association's principal office shall be within Gallatin County, Montana, at such location as may be designated by the Board of Directors upon notice to the Members. The principal office need not be identical with that of the registered office. SECTION 3. MEMBERSHIP 3.1 Mandatory Membership. Every Person who is an Owner of a Lot shall be a Member of the Association. Persons holding a Mortgage or other interest in any portion of the Property merely as security for the performance of an obligation shall not be entitled to membership. 3.2 Membership Interest. Ownership of each Lot within the Property, as shown on the recorded plat or plat amendment(s), shall entitle the Owner thereof to a Percent Membership Interest in the Association and a specified number of Member Votes. The Percent Membership Interest and Member Votes allocated to each Lot shall be as provided in the Declaration and any amendments thereto. Multiple Owners of a single Lot shall have, collectively, the Percent Membership Interest and Member Votes allocated to such Lot. If an Owner owns more than one Lot, such Owner shall have the Percent Membership Interest and Member Votes allocated to all of its Lots. 3.3 Transfer of Membership. A membership interest shall run with the land. A membership interest is an incident to ownership that is created when ownership of a Lot is acquired and terminated when ownership is divested. Except as otherwise provided in the Declaration, a membership interest may not be assigned, transferred, pledged, hypothecated, conveyed, or alienated in any way except upon transfer of the corresponding ownership interest in a Lot, and then only to the transferee of that ownership interest. Any attempt to transfer a membership interest other than by a transfer of the corresponding ownership interest shall be null and void. 3.4 Annual Membership Meeting. The Association shall hold an annual meeting of the membership at such date, place, and time as shall be set by the Board of Directors. At the annual meeting, the Members shall review and approve a budget, elect directors and transact any other business as may come before the meeting. 3.5 Special Membership Meetings. The president (or vice-president in absence of the president) may call a special membership meeting for any purpose or purposes described in the meeting notice. Members having the requisite percent membership interest specified in the.Declaration may call a special membership meeting to review Assessments. Members holding one-third (1/3) of the membership interest may call a special membership meeting for other purposes described in the meeting notice. If Members request a special membership meeting, they must do so in writing, and sign, date, and deliver the demand to any corporate officer at least 10 days before the Association must give notice of the meeting. The president shall then call the special meeting on these Members' behalf. For purposes of determining whether Members hold the requisite percent membership interest to call a special meeting, the record date is the close of business on the 30th day before delivery of the demand or demands for such meeting to any corporate officer. 3.6. Place of Meeting. The Board of Directors may designate any place within Gallatin County, Montana, as the meeting place for any annual or special meeting of the Members. If the Board of Directors does not designate a meeting place,then the Members shall meet at the principal office of the Association. - 3 - DRAFT 9/27/05 3.1 Notice of Membership Meetings. (a) Notice Required. The secretary of the Association shall deliver notice of all annual or special membership meetings to each record owner. (b) Manner of Notice. Notice of annual and special membership meetings shall be given by separate written notice. Notice shall be given not less that 30 or more than 60 days before the date of the meeting. Notice shall be deemed effective at upon personal delivery of the notice to a Member or upon the date when the notice was deposited postpaid in the United States mail. Notice by United States mail shall be addressed to each Member at the address listed in the records of the Gallatin County Assessor's office unless the Member has provided the Association in writing another mailing address. (c) Contents of Notice. The notice shall state the place, day and hour of any annual or special membership meeting. Unless otherwise required by the Declaration or the Act, the notice of an annual membership meeting need not include a description of the meeting's purpose or purposes. The notice of each special membership meeting, however, shall include a description of the meeting's purpose or purposes. (d) Adjourned Meeting. If the Members adjourn any membership meeting to a different date, time, or place, the secretary need not give notice of the new date, time and place, if the new date,time, and place is announced at the meeting before adjournment. (e) Waiver of Notice. A Member entitled to a notice of a meeting, or to any other notice required by the Act, the Declaration, or these Bylaws, may waive such notice by a writing signed by the Member. The Member must send the notice of waiver to the Association (either before or 0 after the date and time stated in the notice) for inclusion in the minutes or filing with the Association's records. A Member's attendance at.a meeting: (i) waives the Member's right to object to lack of notice or defective notice of the meeting, unless the Member at the beginning of the meeting objects to holding the meeting or transacting business at the meeting; and (ii) waives the Member's right to object to consideration of a particular matter at the meeting that is not within the purpose or purposes described in the meeting notice, unless the Member objects to considering the matter when it is presented. 3.8 Conduct of Membership Meetings. (a) Conduct of Meeting. The president, or in the president's absence, the vice president, or in their absence, any person chosen by the Members present shall call the membership meeting to order and shall act as the chairperson of the meeting. The chairperson (or a person designated by the chairperson) shall establish rules of the meeting that will freely facilitate debate and decision-making. The chairperson will indicate who may speak when and when a vote will be taken. The secretary of the Association shall act as the secretary of all meetings of the Members, but in the secretary's absence, the presiding officer may appoint any other person to act as the secretary of the meeting. (b) Order of Business. The order of business at a membership meeting shall be as follows (1) call to order; (ii) reading of prior minutes; (iii) election of directors,if that is the purpose of the meeting; (iv) business specified by the notice; (v) unfinished business; (vi) new business; -4 - • • DRAFT 9/ 27/05 (vii) adjournment. At the annual meeting, the president and treasurer shall report on the activities and financial condition of the Association. 3.9 Membership Quorum Requirements (a) Annual Meeting Quorum. There is no quorum requirement for an annual meeting. Unless the Declaration, Bylaws or Montana Nonprofit Corporation Act require a greater than majority vote for a particular matter, actions may be taken on matters coming before the annual meeting by Members holding a majority of Member Votes present at the meeting in person or by proxy. (b) Meeting Quorum. Unless otherwise provided by the Declaration, fifty percent (50%) of the total Member Votes of the Association, either present or by proxy, shall constitute a quorum at any meeting of the membership. If the required quorum is not present, another meeting may be called subject to the notice requirements of section 3.7 of these Bylaws, and the required quorum at such subsequent meeting shall be one-half(1/2)of the required quorum at the preceding meeting, provided, however, that no such subsequent meeting may be held more than sixty(60)days following the preceding meeting. 3.10 Proxies A Member may vote in person or by proxy at all membership meetings. The Member may appoint a proxy to vote by signing an appointment form, either personally or by attorney-in-fact. The Association shall consider a proxy appointment valid if made in writing and filed with the secretary of the Association before or at the time of the meeting. No proxy shall be valid after 11 months from the date it was made, unless otherwise provided in the proxy. The Association, and its director, officer or agent who accepts or rejects a proxy appointment in good faith, is not liable in damages to a Member for the consequences of such acceptance or rejection. 3.11 Voting of Membership Each Member is entitled to exercise the number of Member Votes attributable to such Member's Lot on each matter voted on by the Members. If a membership stands of record in the names of two or more Persons, then the vote of one representative shall bind all names on that one membership. Except as specifically provided otherwise in the Declaration or these Bylaws, when Members vote to take action on a matter, a majority of Member Votes shall carry. 3.12 Action by Written Consent The Members may act on any matter generally required or permitted at a membership meeting, without actually meeting, if. all the Members take the action, each one signs a written consent describing the action taken, and the Members file all the consents with the records of the corporation. Action taken by consents is effective when the last Member signs the consent, unless the consent specifies a different effective date. A signed consent has the effect of a meeting vote and may be referred to as a meeting vote in any document. The record date for determining Members entitled to take action without a meeting is the earliest date that a Member signs a consent. SECTION 4. DIRECTORS 4.1 Number,Tenure and Qualifications of Directors. (a) Appointment During Declarant Control Period. During the Declarant Control Period (defined in the Declaration), the Declarant shall appoint three (3) persons to serve on the Board of Directors. Those persons shall serve at the pleasure of the Declarant. - 5 - DRAFT 9/27/05 • (b) Election After Declarant Control Period. After the Declarant Control Period the Members may set the number of directors,provided that such number shall be no less than three (3) and no more than five (5). A director shall be elected by the Members for a term set by the membership, provided that such term shall be not less than one (1) year nor greater than five (5) years. If a director's term expires, the director shall continue to serve until the Members have elected and qualified a successor or until there is a decrease in the number of directors. If a vacancy occurs on the Board of Directors prior to a membership meeting, the remaining directors may fill the vacancy. When the directors elect a director to fill a vacancy, the director's term expires at the next membership meeting at which Members elect directors. Directors shall be either individual Members of the Association or authorized representatives of entity Members of the Association. (c) Nomination and Voting. The Board may nominate qualified persons for vacant director positions. Members may also make such nominations from the floor at a meeting where directors are to be elected. Each Member (or if more than on Person holds a membership interest, their representative) shall be entitled to cast the number of Member Votes allocated to such Member's Lot as set forth in the Declaration with respect to each vacancy to be filled at any election of directors. The candidates receiving the greatest number of votes shall be elected. 4.2 Removal of Directors. One or more directors elected by the Members may be removed, with or without cause, if a majority of the Member Votes present at a duly constituted meeting affirmatively votes for such removal. Notice must be sent to all Members and directors that a purpose of the meeting is removal. 4.3 Regular Meetings of the Board of Directors. The Board of Directors shall hold a regular meeting immediately after, and at the same place as, the annual membership meeting. No notice of the meeting other than this Bylaw is required. The Board of Directors may provide, by resolution, the date, time and place (which shall be within Gallatin County, Montana) of additional regular meetings. Regular Board meetings may be held by conference telephone, if convened in accordance with section 4.5. 4.4 Special Meetings of the Board of Directors. The president,or one-third (1/3) of the directors then in office may call and give notice of special meetings of the Board of Directors. Those authorized to call special Board meetings may fix any place within Gallatin County, Montana, as the special meeting place. Special Board meetings may be held by conference telephone, if convened in accordance with section 4.5. 4.5 Board of Director Meetings by Conference Telephone. If authorized by the Board of Directors, the Board or any designated committee of the Association may participate in a Board or committee meeting by means of conference telephone or similar communications equipment, provided all persons entitled to participate in the meeting receive proper notice of the telephone meeting (see section 3.9), and provided all persons participating in the meeting can hear each other at the same time. A director participating in a conference telephone meeting is deemed present in person at the meeting. The chairperson of the meeting may establish reasonable rules governing conduct of the meeting by phone. 4.6 Notice of Special Director Meetings; Waiver. The Association's secretary shall give either oral or written notice of any special Board meeting at least two (2) days before the meeting. The notice shall include the meeting place, day and hour. If the meeting is to be held by conference telephone, the secretary must provide instructions for participating in the telephone meeting. Any director may waive notice of any meeting. The waiver must be in writing, signed by the director entitled to the - 6 - I DRAFT 9/ 27/05 notice, and filed with the minutes or corporate records. A director's attendance at a meeting waives . the director's right to object to lack of notice or defective notice of the meeting; this shall be true unless the director, at the beginning of the meeting (or promptly upon arrival), objects to holding the meeting or transacting business at the meeting,and does not vote for or assent to action taken at the meeting. Neither the secretary nor director needs to specify in the notice or waiver of notice the business to be transacted at, or the purpose of, any special Board meeting. 4.7 Directors,Manner of Acting. (a) Required Number to Constitute Act. The act of a majority of the directors of the Association shall be the act of the Board of Directors. (b) Director Approval. The Association shall deem a director to have approved of an action taken if the director is present at a meeting of the Board unless: (i) The director objects at the beginning of the meeting (or promptly upon arrival) to holding it or transacting business at the meeting; or (ii) The director's dissent or abstention from the action taken is entered in the minutes of the meeting; or (iii) The director delivers written notice of dissent or abstention to the presiding officer of the meeting before its adjournment or to the Association immediately after adjournment of the meeting. The right of dissent or abstention is not available to a director who votes in favor of the action taken. 4.8 Conduct of Board of Directors Meetings. The president, or in the president's absence, the vice- president, or in their absence, any person chosen by the directors present shall call the meeting of the directors to order and shall act as the chairperson of the meeting. The chairperson, or the chairperson's designee, shall establish rules of the meeting that will freely facilitate debate and decision-making. The chairperson will indicate who may speak when and when a vote will be taken. The secretary of the Association shall act as the secretary of all meetings of the directors, but in the secretary's absence, the presiding officer may appoint any other person to act as the secretary of the meeting. 4.9 Director Action Without a Meeting. The directors may act on any matter generally required or permitted at a Board meeting, without actually meeting, if all the directors take the action, each one signs a written consent describing the action taken, and the directors file all the consents with the records of the Association. Action token by consents is effective when the last director signs the consent, unless the consent specifies a different effective date. A signed consent has the effect of a meeting vote and may be referred to as a meeting vote in any document. 4.10 Director Compensation. Directors shall not receive compensation for services rendered to the Association. Directors shall, however, be entitled to reimbursement for actual expenses incurred in the performance of their duties. 4.11 General Powers. Except as otherwise provided by the Declaration and articles of incorporation, all Association powers shall be exercised by or under the authority of the Board of Directors, and the Board shall manage and direct the business and affairs of the Association. Without limiting the generality of the foregoing,the Board of Directors is empowered to do the following things: (a) Exercise ultimate decisional power in and on all matters affecting the Association, except for those matters reserved to the Members or the Declarant. - 7 - DRAFT 9/ 27/05 (b) Enter into contracts and agreements as are necessary to conduct the business of the Association. (c) Designate, hire and dismiss the personnel necessary for the Association's operation and for the maintenance, operation, repair and replacement of the Common Property. The Board may, where appropriate,provide for the compensation of such personnel and for the purchase of equipment, supplies and materials to be used by such personnel in the performance of their duties. (d) Make and establish rules and regulations for the governance of the Common Property. (e) Prepare budgets and levy Assessments as described in these Bylaws and the Declaration. (f) Take necessary and appropriate action to collect Assessments from Members, including filing liens and prosecuting foreclosures. (g) Call meetings of the Association, both annual and special, preside over such meetings. and give appropriate notice of such meetings as required by these Bylaws. (h) Formulate and introduce resolutions at the meetings of the Association. (i) Pay the expenses of the Association,including all property taxes and assessments. (j) Obtain and carry insurance against casualties and liabilities, as provided in the Declaration, and paying the premium cost thereof, and to provide for the use and disposition of insurance proceeds in the event of loss or damage to Association property. (k) Maintain a list of members. e (1) Promote, conserve,and preserve the Common Property. (m) Establish accounts in banks or other financial institutions for operating and reserve funds as set out in the Declaration. 4.12 Committees. (a) Committees in General. Pursuant to the Montana Nonprofit Corporation Act, Montana Code Annotated §35-2-433, and subject to the limitations therein, the Board of Directors may create one or more committees and appoint members of the Board to serve on them. Each committee must have two or more members. Committees shall serve at the pleasure of the Board of Directors. (b) Design Review Committee. The Board of Directors shall establish a Design Review Committee ("DRC") to review and approve plans for the construction of improvements on the Property in accordance with the Declaration. The number of DRC members and the DRC's function shall be as set forth in the Declaration. The Board of Directors, in its discretion,may serve as the Design Review Committee. 4.13 Managing Agent. The Board of Directors may employ for the Association a professional management agent at a compensation established by the Board to perform such day-to-day operations of the Association as the Board shall authorize. The Declarant, or an affiliate of the Declarant, may be employed as managing agent or manager. No management contract may have a - 8 - DRAFT 9/27/05 term in excess of one year and must permit termination by either party without cause and without termination fee on 30 days'or less written notice. 4.14 Borrowing. The Board of Directors shall have the power to borrow money for the purpose of maintenance,repair or restoration of the Common Property without the approval of the Members of the Association. The Board shall also have the power to borrow money for other purposes; provided, the Board shall obtain Member approval in the same manner provided in Section 5.4(b) of the Declaration for Special Assessments if the proposed borrowing is for the purpose of modifying, improving or adding amenities and the total amount of such borrowing exceeds or would exceed five percent (5%) of the budgeted gross expenses of the Association for that fiscal year. 4.15 Enforcement. The Board shall have the power to impose reasonable fines and to suspend an Owner's right to use the Common Property for violation of any duty imposed under the Declaration, these Bylaws or any rules and regulations duly adopted hereunder; provided, however, nothing herein shall authorize the Association or the Board of Directors to limit ingress and egress to or from a Lot or to suspend an Owner's right to vote due to nonpayment of assessments. In the event that any Occupant of a Lot violates the Declaration, Bylaws or a rule or regulation and a fine is imposed, the fine shall first be assessed against the Occupant; provided, however, that if the fine is not paid by the Occupant within the time period set by the Board,the Owner shall pay the fine upon notice from the Association. The failure of the Board to enforce any provision of the Declaration, Bylaws or any rule or regulation shall not be deemed a waiver of the right of the Board to do so thereafter. (a) Notice. Prior to imposition of any sanction, the Board or its delegate shall serve the alleged violator with written notice describing (i) the nature of the alleged violation, (ii) the proposed sanction to be imposed, (Ili) a period of not less than 10 days within which the alleged violator may present a written request to the Board of Directors for a hearing; and (iv) a statement that the proposed sanction shall be imposed as contained in the notice unless a challenge is begun within 10 days of the notice. If a timely challenge is not made, the sanction stated in the notice shall be imposed. (b) Hearing. If a hearing is requested in a-timely manner, the Board shall conduct a hearing affording the Owner a reasonable opportunity to be heard. Prior to the effectiveness of any sanction hereunder,proof of proper notice shall be placed in the minutes of the meeting. Such proof shall be deemed adequate if a copy of the notice, together with a statement of the date and manner of delivery, is entered by the officer,Director or agent who delivered such notice. The notice requirement shall be deemed satisfied if the alleged violator appears at the meeting. The minutes of the meeting shall contain a written statement of the results of the hearing and the sanction, if any, imposed. The Board of Directors may, but shall not be obligated to, suspend any proposed sanction if the violation is cured within the 10-day period. Such suspension shall not constitute a waiver of the right to sanction future violations of the same or other provisions and rules by any person. (c) Additional Enforcement Rights. Notwithstanding anything to the contrary herein contained, the Association, acting through the Board of Directors, may elect to enforce any provision of the Declaration, these Bylaws or the rules and regulations of the Association by self-help (specifically including, but not limited to, the towing of vehicles that are in violation of parking rules and regulations) or by suit at law or in equity to enjoin any violation or to recover monetary damages or both without the necessity of compliance with the procedure set forth above. In any such action, to the maximum extent permissible, the Owner or Occupant responsible for the violation of which abatement is sought shall pay all costs actually incurred, including reasonable attorney's fees. -9 - I DRAFT 9/27/05 SECTION 5. OFFICERS 5.1 Number of Officers; Qualification. The officers of the Association shall be a president, a secretary, and a treasurer. The same person may hold the offices of secretary and treasurer. The Board may appoint a vice-president if it deems such office necessary. All officers must be individual Members of the Association or authorized representatives of entity Members of the Association. The president and vice-president shall be appointed from among the directors. The secretary and treasurer need not be directors. 5.2 Appointment and Term of Office. The Board of Directors shall appoint officers of the Association for a term that the Board determines. If the Board does not specify a term, the officers shall hold office for until the next annual meeting of the Board. 5.3 President. The president shall be the principal executive officer of the Association. The president shall be subject to the control of the Board of Directors, and shall in general supervise and control, in good faith, all of the business and affairs of the Association. The president shall, when present, preside at all meetings of the Members and of the Board of Directors. 5.4 Vice President. The vice president, if one is appointed, shall perform, in good faith, the president's duties if the president is absent, dies, is unable or refuses to act. If the vice president acts in the absence of the president, the vice president shall have all presidential powers and be subject to all the restrictions upon the president. The vice president shall perform any other duties that the president or Board of Directors may assign to the vice president. 5.5 Secretary. The secretary shall in good faith: (a) create and maintain one or more books for the minutes of the proceedings of the Members and of the Board of Directors; (b) provide that all notices are served in accordance with these Bylaws, the Declaration, or as required by law; (c) be custodian of the Association's records; (d) when requested or required, authenticate any records of the Association; (e) keep a current list of the mailing addresses of the Members; (6) sign on behalf of the Association, all records, documents and instruments when such are authorized to be signed by the Association; (f) in general perform all duties incident to the office of secretary and any other duties that the president or the Board of Directors may assign to the secretary. 5.6 Treasurer. The treasurer shall: (a) have charge and custody of the accounts of the Association; (b) receive and give receipts for moneys due and payable to the Association from any source, and deposit all moneys in the Association's name in banks or other depositories that the Board shall select; (c)prepare and provide such periodic accounting as shall be required by the Association; and (d) in general perform all of the duties incident to the office of treasurer and any other duties that the president or Board of Directors may assign to the treasurer. 5.7 Officer Compensation. Officers shall not receive compensation for services rendered to the Association. Officers shall, however, be entitled to reimbursement for actual expenses incurred in the performance of their duties. SECTION 6.INDEMNIFICATION OF DIRECTORS,OFFICERS AND AGENTS 6.1 Indemnification of Directors (a) General. An individual made a party to a proceeding because the individual is or was a director of the Association may be indemnified against liability incurred in the proceeding, but only if the indemnification is both: - 10- DRAFT 9/27/05 (i) Determined permissible; and I (ii) Authorized, as defined in subsection (b) of this section 6.1. The indemnification is further subject to the limitation specified in subsection (d)of this section 6.1. (b) Determination, and Authorization. The Association shall not indemnify a director under section 6.1 unless: (1) Determination. Determination has been made in accordance with procedures set forth in the Montana Nonprofit Corporation Act that the director met the standard of conduct set forth in subsection(c)below; and (2) Authorization. Payment has been authorized in accordance with procedures listed in the Montana Nonprofit Corporation Act based on a conclusion that the expenses are reasonable, the Association has the financial ability to make the payment, and the financial resources of the Association should be devoted to this use rather than some other use by the Association. (c) Standard of Conduct. The individual shall demonstrate that: (i) The individual acted in good faith; and (ii) The individual reasonably believed: (A) In acting in an official capacity with the coloration, that the individual's conduct was in the Association's best interests; (B) In all other cases, that the individual's conduct was at least not opposed to the Association's best interests; and (C) In the case of any criminal proceeding, that the individual had no reasonable cause to believe that the conduct was unlawful. The termination of a proceeding by judgment, order, settlement, conviction, or upon a plea of polo contenders or its equivalent, is not, of itself, a determination that the director did not meet the standard of conduct described in this section. (d) No indemnification Permitted in Certain Circumstances. The Association shall not indemnify a director under section 6.1 if (i) The director was adjudged liable to the Association in a proceeding by or in the right of the Association; or (ii) The director was adjudged liable in any other proceeding charging that the director improperly received personal benefit, whether or not the individual acted in an official capacity. (e) Indemnification Limited. Indemnification permitted under section 6.1 in connection with a proceeding by the Association or in the right of the Association is limited to the reasonable expenses incurred in connection with the proceeding. - 11 - II DRAFT 9/27/05 6.2 Advance Expenses for Directors The Association may pay for or reimburse, in advance of final disposition of the proceeding, the reasonable expenses incurred by a director who is a party to a proceeding if. (a) By following the procedures of the Montana Nonprofit Corporation Act the Board of Directors.determined that the director met requirements (c)—(e) listed below; (b) The Board of Directors authorized an advance payment to a director; (c) The director has furnished the Association with a written affirmation of the director's good faith belief that the director has met the standard of conduct described in section 6.1 of Article VI; (d) The director has provided the Association with a written undertaking, executed personally or on the director's behalf, to repay the advance if it is ultimately determined that the director did not meet the standard of conduct; the director's undertaking must be an unlimited general obligation, but need not be secured, and the Association may accept the undertaking without reference to financial ability to make repayment; and (e) The Board of Directors determines that the facts then known to it would not preclude indemnification under Section 6.1 of these Bylaws or the Montana Nonprofit Corporation Act. 6.3 Indemnification of Officers, Agents and Employees The Board of Directors may choose to indemnify and advance expenses to any officer, employee, or agent of the Association applying those standards described in Sections 6.1 and 6.2 of these Bylaws. 6.4 Mandatory Indemnification Notwithstanding any other provisions of these Bylaws, the Association shall indemnify a director or officer who was wholly successful, on the merits or otherwise, in the defense of any proceeding to which the director or officer was a party because he or she is or was a director or officer of the Association, against expenses incurred by the director or officer in connection with the proceeding. SECTION 7. BOOKS AND RECORDS; INSPECTION 7.1 Corporate Records. (a) Minutes and Financial Records. The Association shall keep a record of the minutes of all meetings of its Members and Board of Directors, a record of all actions taken by the Members or Board of Directors without a meeting, and a record of all actions taken by a committee of the Board of Directors acting in place of the Board and on behalf of the Association. The Association shall maintain appropriate financial records. (b) Membership List. The Association shall maintain a record of the Members' names and addresses. The membership list shall indicate each Member is entitled to one vote. (c) Form. The Association shall maintain its records in written form or in another form capable of conversion into written form within a reasonable time. (d) Other Records. The Association shall keep a copy of the following records at its principal office or at a location from which the records may be recovered within two (2)business days: - 12 - DRAFT 9/27/05 (i) Its articles or restated articles of incorporation and all amendments to them currently in effect; (ii) Its Bylaws or restated Bylaws and all amendments to them currently in effect; (iii) A copy of the Declaration; (iv) Resolutions adopted by its Board of Directors; (v) The minutes of all membership meetings, and records of all actions taken by Members without a meeting,for the past three(3)years; (vi) The financial statements, if any, furnished for the past three (3)years to the Members; (vii) A list of the names and business addresses of its current directors and officers; and, (viii) Its most recent annual report delivered to the Secretary of State. 7.2 Member's Rights to Inspect Corporate Records (a) Absolute Inspection Rights of Records by Members. A Member (or a Member's agent or attorney) is entitled to inspect and copy, at a reasonable time and location specified by the Association, any of the records of the Association described in section 7.1(d). The Member must give the Association written notice or a written demand to inspect at least five (5) days before the date on which the Member wishes to inspect and copy. (b) Conditional Inspection Right. The Member (or the Member's agent or attorney) may inspect and copy, at a reasonable time and reasonable location specified by the Association, additional records listed in section 7.2(c) if the Member meets the following criteria: (i) The Member must give the Association a written demand to inspect made in good faith and for a proper purpose at least 5 business days before the date on which the Member wishes to inspect and copy; and (ii) The Member must describe with reasonable particularity: (A) the Member's purpose and (B) the records that the Member desires to inspect; and (iii) The Association must approve that the records are directly connected with the Member's purpose. (c) Additional Records. If the Member meets the requirements of section 7.2(b), the Member may inspect and copy: (1) Excerpts from minutes of any meeting of the Board of Directors,records of any action of a committee of the Board of Directors acting on behalf of the Association, minutes of any meeting of the Members, and records of action taken by the Members without a meeting, to the extent not subject to inspection under paragraph (a)of section 7.1; (ii) Financial records of the Association; and - 13 - I DRAFT 9/27/05 (iii) The membership list. (d) Copy Costs. The right to copy includes the right to photocopy. The Association may impose a reasonable charge, covering the costs of labor and material, for copies of any documents provided to the Member. The charge may not exceed the estimated cost of production or reproduction of the records. SECTION 8. MISCELLANEOUS 8.1 Contracts. The Board of Directors may authorize any officer(s) or agent(s) to enter into any contract or to execute or deliver any instrument in the name of and on behalf of the Association. The authorization may be general or specific. In the absence of another designation, the president and the secretary shall make all corporate deeds, mortgages and instruments of assignment or pledge. 8.2 Checks, Drafts, etc. The Board of Directors shall authorize by resolution which officer(s) or agent(s) may sign and issue all Association checks, drafts or other orders for payment of money, and notes or other evidence of indebtedness. The.Board of Directors shall also determine by resolution the manner in which these documents will be signed and issued. 8.3 Deposits. The treasurer of the Association shall deposit in banks and other depositories all Association funds that are not being used. The Board of Directors shall authorize by Board resolution the exact location of the banks and depositories. 8.4 Insurance. The Board of Directors may purchase insurance policies to protect the property of the Association against casualty loss and to protect the Association, and its Board of Directors, officers and agents, when acting in their official capacity from liability. 8.5 Fiscal Year. The fiscal year of the Association shall be the calendar year or as otherwise set by resolution of the Board of Directors. SECTION 9. AMENDMENTS 9.1 Amendments. Prior to the conveyance of the first Lot, Declarant may unilaterally amend these Bylaws. Thereafter, these Bylaws may amended by the Association upon approval of seventy-five percent (75%) of the Member Votes at a meeting duly noticed and called for such purpose. If a proposed amendment is favored by a majority of the votes cast at a meeting, but such vote is less than the requisite seventy-five percent (75%) of the votes of the membership interests, Members who were not present in person or by proxy may give their assent to any amendment in writing, provided that the same is received by the Secretary of the Association not later than thirty (30) days from the date of such meeting wherein the action was voted upon. No amendment may remove, revoke or modify any right or privilege of Declarant without the written consent of Declarant or the assignee of such right or privilege. IN WITNESS WHEREOF, the undersigned, all of the incorporators of the Association, hereby adopt the foregoing Bylaws on September , 2005. Scott R. Dehlend rf n o , Incorporator - 14 - DRAFT 9/ 27/05 STATE OF MONTANA ) : ss. County of Gallatin ) I This instrument was acknowledged before me on 2005, by Scott R. Dehlendorf, as Incorporator of Northside Property Owners Association,a Montana nonprofit corporation. [signature] [printed name] NOTARY PUBLIC for the State of Montana RESIDING AT ,Montana [Seal] My Commission Expires ,20_ - 15 - I