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16 - Design Report - West Winds Ph 7 & 8 - Water
Water Distribution Investigation For West Winds Planned Community Phase 7 & 8 Subdivisions Prepared For: Mahar Montana 13447 Hwy 238 Jacksonville, OR 97350 Prepared By: D OWL 2090 Stadium Drive BoKgw,am-MT,�59715 ` ,A C 1? 0 � �+MNIIIIINy.Fh��µ/ 1/ May 2016 4522.11728.01 Water Distribution Investigation For West Winds Planned Community Phase 7 & 8 Subdivisions Prepared For: Mahar Montana 13447 Hwy 238 Jacksonville, OR 97350 Prepared By: BOWL 2090 Stadium Drive Bozeman, MT 59715 May 2016 4522.11728.01 Table of Contents Page Purpose.......................................................................................................................................1 ProjectOverview ........................................................................................................................1 Preliminary Conditions Summary................................................................................................1 Basisof Calculations...................................................................................................................3 WestWinds Phase 7 & 8.............................................................................................................3 HydraulicAnalysis......................................................................................................................4 WaterDistribution System..........................................................................................................8 City of Bozeman and MDEQ Policy Compliance........................................................................8 Conclusion..................................................................................................................................9 Table 1 Water Mains Installed During Construction of West Winds Phases 1 - 6.........................3 Table 2 West Winds Phase 7 & 8 Average Day Water Demands.................................................4 Table 3 West Winds Phase 7 & 8 WaterCAD Modeling Summary..............................................8 Figure 1 West Winds Overall Water Plan....................................................................................2 Figure 2 Phase 7 & 8 Hydraulic Model Results -Average Day....................................................5 Figure 3 Phase 7 & 8 Hydraulic Model Results -Peak Hour........................................................6 Figure 4 Phase 7 & 8 Hydraulic Model Results- Fire Flow Availability......................................7 Appendix A: West Winds Phase 7 & 8 Preliminary Plats Appendix B: West Winds Phase 7& 8 Water Distribution Improvements Appendix C: West Winds Phase 7 & 8 Hydraulic Modeling Results i Purpose This engineer's report is intended to address the water distribution system for the Phase 7 &8 Subdivisions of the West Winds Planned Community. This report will determine the maximum demand within the subdivision and the impact that it 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. Proiect Overview West Winds Phase 7 & 8 Subdivisions is a 60 lot,21.4 acre project located within the northwest quadrant of the planned unit development (PUD). The West Winds PUD was approved by the City of Bozeman on September 9, 2005; it is a 960-unit mixed-use, residential development located in the northwest 1/4 of Section 2, Township 2 South, Range 5 East,bordered by Oak Street on the south,North 27t'Avenue on the east, Baxter Lane on the north, and Davis Lane on the west. The Owner/Developer of the Phase 7 & 8 Project is Mahar Montana Homes LLC, 13447 Highway 238 Jacksonville, OR 97350. Preliminary Conditions Summary The pre-development condition of the West Winds PUD is agricultural with no residential structures on site. The property is currently vacant and has been historically used for hay production. Current water mains and stubs adjacent to the West Winds PUD include a 10" diameter ductile iron pipe(D.I.P.)that runs north-south along the alignment of North 27t' Avenue, a 12" diameter D.I.P. that runs north-south within the Davis Lane right-of-way(ROW), a 10"diameter D.I.P.that runs east-west along Oak Street from North 19t'Avenue to Hunters Way, a 12"D.I.P.that runs east-west along Oak Street from Hunters Way to Davis Lane, and a 12" D.I.P. that runs east-west along Baxter Lane from North 27t"Avenue to the western boundary of Baxter Square Subdivision. Infrastructure for Phases 1-6, have been completed and include 8" diameter water mains as listed in Table 1 below. 1 Table 1 Water Mains Installed During Construction of West Winds Phases 1 - 6 Street Name Main Length Segment From To Size (Scaled) in ft Breeze Lane N. 27th Ave Windward Ave. 8 1857 Brisk Crt. Turbulence Lane Trade Wind Lane 8 482 Buckrake Ave. Oak St. Baxter St. 8 2773 Cobblestone Place N. 27th Ave Tem est Crt. 8 281 Gale Crt. Buckrake Ave. Tschache Lane 8 1084 Hedgerow Crt. Buckrake Ave. Leeward Crt. 8 470 Hunters Way Oak St. Tschache 8 2396 Leeward Crt. Turbulence Lane Hedgerow Crt. 8 680 Santa Anna Crt. Trade Wind Lane Tschache Lane 8 618 -Tempest Crt. Buckrake Ave. Tschache Lane 8 957 Trade Wind Lane N. 27th Ave Hunters Way 8 1475 Tschache Lane N. 27th Ave Davis Lane 8 2796 Turbulence Lane N. 27th Ave Buckrake Ave. 8 615 Windward Ave Oak St. Ph 6 Boundary 8 1928 West Wind Way Windward Ave Hunters Way 8 401 Winter Park Street Windward Ave Davis Lane 8 885 Autumn Grove Street Spring View Court Hunters Way 8 485 Spring View Court Autumn Grove Ph 6 Boundary 8 454 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. West Winds Phase 7&8 The Phase 7 & 8 Subdivision of the West Winds Planned Community will consist of 60 single- family lots on 10.28 acres, 2.60 acres of open space, and 8.51 acres of roads/easement; this is reflected in the West Winds Phase 7 & 8 preliminary plat (see Appendix A). The proposed Phase 7 & 8 water system design will extend previously-installed mains within the West Winds PUD and loop water mains on Flurry and Trade Wind Lanes. Input data into the model was based on a total of 60 single-family residential dwelling units within Phase 7 & 8, with 2.11 people per unit, a water demand of 170 gpd-per person, and peaking factors of 2.3 for maximum day and 3.0 for peak hour. This resulted in a total average day lot demand of 14.95 gpm, a total maximum day demand of 34.38 gpm, and a total peak hour demand of 44.84 gpm. These demands are exclusive of fire flows, which are typically between 1,500 and 2,000 gpm for this type of residential setting. Table 2 shows the demands associated with the Phase 7 & 8 Subdivisions. 3 Table 2 West Winds Phase 7 & 8 Average Day Water Demands Phase 7&8 Housing Designations Unit Count Person/Unit Gall ons!Person/Day Total Gal/Day Single Family Lots 60 2.11 170 21,522.00 Hydraulic Analysis WaterCAD modeling software was used to forecast the domestic and fire protection demands for the Phase 7 & 8 Subdivisions. Results from the water modeling program are tabulated in Table 3 and as well as in Appendix C of this report. This modeling was calculated by assigning junction nodes within the subdivision with demands for average day, maximum day(with fire flow), and peak-hour analysis. The peaking factors for these cases were 1, 2.3 and 3,respectively. Demands were assigned within the model based on 2012 winter meter readings supplied from the City Engineering Department. Table 3 summarizes the water modeling results of the Phase 7 & 8 Subdivisions generated by WaterCAD. See Figure 2 for modeled average day results and Figure 3 for modeled peak hour results. Figure 3 illustrates the system-wide pressures during a peak hour event;pressures remain above 20 psi throughout most of the distribution network,with the exception around the three water tanks. WaterCAD also modeled available fire flows in the West Winds Phase 7 & 8 Subdivisions on a Peak Day scenario (see Figure 4) and found that 3,500 gpm of fire flow was available within Phase 7 &8. 4 I l � f �� -17-7- Lyman Creek Tank HGL=5,020 ft —1,500 0 moo Scale inFeet Sourdough Tank�J HGL=5,109 ft ,lo" Hilltop Tank _LL Cc U) I T- A U71 IF -- Z-p 71 1 __ fflp: U r']Ir V.- ,v, TI, West Winds Legend Inset Map) lj� Reservoirs Pipes �01 fir, R2 L Diameter(inches) E3 Tanks 1 -4 -A -63 PRVS 117 vs 5-8 BAX jj Junctions Pressure (psi) 9- 12 2-30 13 - 18 ........................ 7 31 -50 19-30 J, FT WW78-2 ss r Static Pre ure=1 1: L 51 -80 Parcels M. F __ � _ 81 - 120 .y. _ TSCIr W.XCf -F I Fit, LI-1 �����, f���L_�_ �� 121 - 152 —_ PROJEC T 4522.11728.01 Z DATE 5/3/2016 S WEST WINDS PHASE 7 & 8 SUBDIVISIONS HYDRAULIC MODEL RESULTS - AVERAGE DAY -62 13 W L FIGURE 2 (Total System Demand = 3,819 gpm) -T ---- - `-- _ ���� �������-�JIB�Z=-�r�� ___ z�71 I �6 I I IZ � �-_-_____ _� - � �----__ � _ ---- ^i � �a-- 0 1,500 T _/1i50 �� - I — Z J --— �` J — I F t L- HGL 5,020 ft 11-1-�Ll Lyman Greek Tank IY/ TEO RV-SD-2 R L Sourdough Tank Flow 2,898 gpm M] HGL=5,109 Ift From=41 psi MzL I I.- psi j— rLl% JII fT41 fli,-,. a��� -;-�_ - ,���L...-._Z�} I r r ,--� J� ' -ZI tt,, 01 1 L Hilltop Tank --1 I. 41 HGL 5,104 Ift PRV-1 F 138 Flow_ 0 gpm p4 m psi To=95 psi jr- _Jt -'EZ\ PRV-2 Flow=12 gpm From=138 psi RV-SD-1 To 95 psi Flow=6,560 gpm j-61 0 From=44 psi J 139 psi PRV-3 To= 14 psi PRV-14q Flow 958 gpm From 122 psi Flow 879 gpm PRV-4 To=122 psi From=144 psi Flow=0 gpm To=137 psi FronI 22 psi '41 -1 J Tb=1 103 psi PRV-6 It'L Legend w=0 gpm Fro...=122 psi Si 1 G T-rl ?�Z _— —Z __L� —_ I J To 98 psi Pipes H Reservoirs Flow 0 gpm PRV-7 J-11 Diameter(inches) From=122 psi Tanks T =97 psi PRV-8 i — 0 1 -4 Flow 0 gpm iLtt 01I From 113 psi Pumps TO=86 psi 5-8 J 6 Z�Z ; �'I i ® PRVS -15 9- 12 -q It PRV Flow 215 gpm Junctions TF", 1' 13- 18 85 ps',Psi Pressure (psi) psi HE K D613 West Win 0 2-20 19-30 30 (See Inset Ma i; - Flow=ogpm ` I Z { 10 psi 21 -50 Parcels .N111-11 i q Z- , psi i Flow 0 gpm 0 51 -80 From=112 psi PRV-12 6 0 3 3-r 5 Si J I A r-WI j LOP, si I 5A psi I To=86 psi PRV-11 I Flow 0 gpm 0 81 - 120 I 5'P From 101 psi PRV-10 20 To 67 psi WLI) Flow 255 gpm From=113 psi 0 121 - 152 TMEW To 80 psi PROJECT 4522,11728.01 6 2: WEST WINDS PHASE 7 & 8 SUBDIVISIONS DATE 5/3/2016 Yl L j HYDRAULIC MODEL RESULTS - PEAK HOUR 4f600WL PSI 101 psiFIGURE 3 (Total System Demand = 11,457 gpm) psi 4 Lyman Creek Tank 1-1 1 HGL 5,020 ft 0 -LL L: ,500 o 1500 ji -f-jdyC—=:(j [.-I,-,- I ",sII:af�in�F'et �Ail j AL 7 Sourdough Tank HGL 5,109 ft 00 L& Hilltop Tank Sourdough WTP HGL 5,104 It HGL 5,219 It Ll S 0— >L I. 880 PRV-2 [L-LLU- PRV-3 ---6 L PRV-4 ter }Uiffll� Legend jj Reservoirs Pipes L Diameter(inches) PRV-6 Tanks 1 -4 L T- PIRV-7 Lrzf IF L U Pumps 0 5-8 11 F11-T 1 -T— --m- L—J I PRV-8 PRVs P, 9- 12 I'M Phasi6 7& 8 Junctions West Win 71717Y PR 9 13- 18 L Available Fire Flow(gpm) Model Results (at Peak Day) 7 4) 0 -500 19-30 Residual Pressure=79.70 psi Flow=3,500 gpm 0 501 - 1,000 Parcels 777F PRV-12 E 0 1,001 - 1,500 -]Tff:7�, Lld 1TJ 0 1,501 -2,000 —rLE &F` PRV-11hl 0 2,001 -2,500 Ln Model Results (at Peak Day) 2,501 -3,000 -FF-T-- Residual Pressure=89.31 psi oil NZE Flow=3,500 gpm 3,001 -3,500 PROJEC T 4522.11728.01 WEST WINDS PHASE 7 & 8 SUBDIVISIONS DATE 5/5/2016 F4 I-qfjE11RIE9. 9 WE" D 0 W L HYDRAULIC MODEL RESULTS - FIRE FLOW AVAILABILITY FIGURE 4 T .—d-1—m (Total System Demand = 8,027 gpm) Water Distribution System Approximately 2,858 linear feet of 8" diameter D.I.P. Class 51 water main will be installed in the Phase 7 & 8 Subdivisions of the West Winds Planned Community on Windward Avenue, Spring View Court, Flurry Lane, Hunters Way, Trade Wind Lane and Tschache Lane, as shown in Figures 1, 2 &3. The new mains will connect to existing mains in the City's water system on Hunters Way, Trade Wind Lane, Spring View Court, and Windward Avenue— 8" connections installed as a part of the West Winds Phase 6 improvements. All proposed water mains have been designed to provide the required ten feet of horizontal and eighteen inches of vertical separation from the proposed sanitary and storm sewer mains. The proposed water distribution system and sanitary sewer system have been designed according to the recommendations set forth in the City of Bozeman Water Facility Plan(2015) and the Wastewater Facility Plan(2015). Table 3 West Winds Phase 7 & 8 WaterCAD Modeling Summary Average Day Total Phase 7 & 8 Average Day Demand 14.95 gpm Net System Demand 3,819 gpm(5.5 MGD) Peak Day Total Phase 7 & 8 Demand 34.38 gpm Available Fire Flow in Phase 7 & 8 3,500 gpm @ 80 psi Net System Demand 8,027 gpm Peak Hour Total Phase 7 & 8 Demand 44.84 gpm Net System Demand 11,457 gpm(16.5 MGD) City of Bozeman and MDEO Policy Compliance The water distribution system, for the Phase 7 & 8 Subdivisions, will be designed in full compliance with the City of Bozeman Design Standards and Specifications Policy and the Montana Department of Environmental Quality Circular 1. The working residual pressure was not less than 20 psi at any junction node—except for junctions in the areas immediately adjacent to the water treatment plant and the Sourdough and Hilltop water storage tanks. Also, the velocity of the water in the distribution did not exceed 15 fps through any of the main lines. 8 Conclusion This report establishes that the existing City of Bozeman water system has adequate pressure, flow and capacity to serve the proposed West Winds Phase 7 & 8 Subdivisions. The proposed water system within Phase 7 & 8 Subdivisions will also provide adequate domestic and fire flow water in compliance with MMEQ and City of Bozeman standards. 9 z z R z Appendix A West Winds Phase 7/CP-,,,n Preliminary Plats BOWL x X CERTIFICATE OF DEDICATION PRELIMINARY PLAT OF THE Z vid en the undersigned property streets. a ts), do hereby certify that (I), (We) have caused to be surveyed, WEST WINDS MAJOR SUBDIVISION PHASE 7 � subdivided and plotted into lots, blocks, streets, and alleys, and other divisions and dedications, as shown by the plat hereunto included, the following described tract of land, to wit: x That portion of the NW�A of Section 2, T25, R5E. P.M.M., Gallatin County. Montana and more particularly SITUATED IN THE NW 1/4 OF SECTION 2, T2S, R5E, P.M.M. CERTIFICATE OF COMPLETION OF IMPROVEMENTS = described as follows: 0 GALLATIN COUNTY MONTANA I. Joe Mahar(Managing member, Mahar Montana Homes, LLC, and I, (Clint a PHASE 7 DESCRIPTION f Litle), a registered professional engineer licensed to practice in the state of Beginning at the northwest corner of Section 2 Montana, hereby certify that the following improvements, required to meet thence, N 89'43'51"E a distance of 1207.85 feet; PURPOSE OF SURVEY: TO CREATE PARCELS FOR PHASE DEVELOPMENT. the requirements of chapter 38 of the Bozeman Municipal Code or as a thence bearing S 00'16'U9 E a distance of 50.00 feet to the Point of Beginning; condition(s) of approval of(Name of Suhdiv(ston), have been installed in thence bearing S 01'25.19 E a distance of 20.02 feet; conformance with the approved Ions and specifications, or financial) thence bearing S 01'25'14"W a distance of 60.02 feet; pp P p Y thence bearing N 90ro0'00"E o distance of 99.23 feet; CERTIFICATE OF EXCLUSION FROM MONTANA guaranteed and covered by the improvements agreement accompanying this thence bearing S 07'38'18" W a distance of 223.52 feet; DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW plat. thence bearing N 82'21'43" W a distance of 97.50 feet; The WEST WINDS MAJOR SUBDIVISION PHASE 7. Gallatin County, Montana, is within the thence bearing S 07'38'28" W a distance of 95.33 feet; City of Bozeman. Montana, a first-class municipality, and within the planning area of improvements in accordance with section im thence bearing N 82'21'38" W a distance of 65.00 feet; the Bozeman growth policy which was adopted pursuant to MCA 75-1-601 et seq., and Installed Improvements: ( p thence bearing S 07'38'27" W a distance of 106.49 feet; can be provided with adequate stormwater drainage and adequate municipal facilities. 38.06.060.A). thence bearing N 90'00'00" W a distance of 343.48 feet; Therefore, under the provisions of MCA 76-4-125(2)(d), this subdivision is excluded from -Roadway Improvements: including earthwork, base grovel, asphalt, curb, thence bearing N 7747'11" W a distance of 61.45 feet; the requirement for Montana Department of Environmental Quality Review. gutter, pedestrian ramps, and sidewalk. thence bearing N 90'00'00" W a distance of 423.BO feel; thence bearing N 7035'19' W a distance of 63.24 feet; DATED this __day of _ ____, 20__. -Water System Improvements: including 8" water main, valves and thence bearing N 90'00'00" W a distance of 148.82 feet; service connections. thence bearing N 03'01'05" E a distance of 147.32 feet; Director of Public Services thence through a curve to the left with a radius of 1152.00 feet, length of 47.21 feet, delta of 02'20'54"; City of Bozeman, Montana -Sanitary Sewer System Improvements: including B" sewer main, thence bearing N 00'40'11" E a distance of 61.70 feet; manholes, and service connections. thence bearing N 00'40'11" E a distance of 380.35 feet; -Storm Drainage System Improvements: including various size storm thence, N 89'43'51"E a distance of 1140.22 feet to the point of beginning, containing 17.543 Acres pipe, catch basins and detention ponds. CERTIFICATE OF DIRECTOR OF PUBLIC WORKS EXCEPTING AND RESERVING, SUBJECT TO AND TOGETHER WITH, all utility easements as shown on this plat, and I, Director of Public Service, City of Bozeman, Montana, do hereby certify thatthe accompanying plat has been duly examined and has found the same to Finenciolly Guaranteed Improvements: (List improvements in accordance with subject to all recorded and unrecorded easements. conform to the law, approves it, and hereby accepts the dedication to the section 38.06.060.8). City of Bozeman for the public use of any and all lands shown on the plat -Public Park and Open Space Improvements: Including landscaping, The above tracts of land are to be known and designated as:the WEST WINDS MAJOR SUBDIVISION PHASE 7, as being dedicated to such use. P P P 9 P g, Cityof Bozeman, Montana, and the lands included in all streets, avenues, alleys, irrigation and trails. ys, and parks or public squares shown on said plat are hereby granted and donated to the City of Bozeman for the public use and enjoyment. DATED this day of 20__. -Street Lighting Improvements: including light poles and luminaires. `v Unless specifically listed herein, the lands included in all streets, avenues, alleys, end parks or public squares dedicated to the public are accepted for public use, but the City accepts no responsibility for maintaining the ---- ----c some. The owner(s) agree(s) that the City has no obligation to maintain the lands included in all streets. Director of Public Services t avenues, alleys, and parks or public squares hereby dedicated to public use. The lands included in all streets, City of Bozeman, Montana The subdivider hereby warrants against defects in these improvements for a oven es, alleys, and parks or public squres dedicated to the public for which the City accepts responsibility for period of two years from the date of acceptance by the City of Bozeman. w maintenance Includes streets. The subdivider grants possession of all public infrastructure improvements to o The undersigned hereby grants unto each and every person, firm or corporation, whether public or private, SURVEY MONUMENT NOTE the City of Bozeman and the city hereby accepts possession of all public w providing or offering to provide telephone, electric power, gas, Internet, cable television, or other similar utility or All monuments shown on plat have been set as of August 1, 2014. infrastructure improvements, subject to the above indicated warrant service, the right to the joint use of an easement for the construction, maintenance, repair and removal of their P 9 P le Y• lines and other facilities in, over, under and across each area designated on this plat as"Utility Easement" to Signature of Subdivider have and hold forever. Date_ ry --- 0 REMAINDER DESCRIPTION - NOT INTENDED FOR TRANSFER WITHOUT A CERTIFICATE OF SURVEY Signature, Number, and 0 That portion of the NW+/ of Section 2. T25, R5E, P.M.M., Gallatin County, Montana, less West Winds Phase 1A & BASIS OF BEARING Seal of Engineer_____-__ 1B Major Subdivision, West Winds Phase 2A& 2B Major Subdivision and West Winds Phases 3-7 Major Geodetic North as observed b CPS observations Dote - �" Subdivisions, containing 6.831 acres. Y --- _ o Datum: NAD83(1999) Signature, Director of Projection: Transverse Mercator n Central Meridian: W 111'04'32.67993" Public Works DATED this __day of______---- 20__ Origin Latitude: N 45'41'48.98244" -------- --- Scale at CM: 1.0002242194 Date - False Northing: 16169.137 ift ------- False Easting: 13133.950 ift 0 MAHAR MONTANA HOMES, LLC STATE OF MONTANA CERTIFICATE OF TRANSFER OF OWNERSHIP & I I� COUNTY OF GALLATIN COMPLETION OF NON PUBLIC IMPROVEMENTS S On this ___day of---in the year 20 before me a Notary Public for the State ry of Montana, personally appeared _ _, known to me to be as _ , a Montana CERTIFICATE OF COUNTY TREASURER The following are hereby granted and donated to the property owners association Corporation, and the person whose name is subscribed to the attached instrument and acknowledged to me that I, Treasurer of Gallatin County, Montana, do hereby noted below for their use and enjoyment: they executed the some, for and on behalf of said Corporation. In witness whereof, I have hereunto set my hand certify that the accompanying plat has been duly examined and that all real and affixed my official seal the day and year in this certificate first above written. property taxes and special assessments assessed and levied on the land to be Public Common Open space N1 - Landscape area; and o subdivided are paid. Public Common Open space N2 - Landscape area, storm water pond J o_ Subscribed and Sworn to before me this_--day of 20-. DATED this __day of 20__. Unless specifically listed in the Certificate of Dedication, the City accepts no o _ responsibility for maintaining the some. We, Mahar Montana Homes, LLC, hereby F: Treasurer of Gallatin County further certify that the following non-public improvements, required to meet the J Notary Public for the State of Montana requirements of Chapter 38 of the Bozeman Municipal code, or as a condition(s) a my commission expires __--. 20_ of approval of the subdivision plotted herewith, have been installed in 7 Residing at _Montana conformance with any approved plans and specifications prepared in accordance w CERTIFICATE OF CLERK AND RECORDER with the standards of chapter 38 or other City design standards, or have been financially guaranteed and are covered by the subdivision improvements Clerk and Recorder of Gallatin County, Montana, agreement accomponying and recorded with this plat. do hereby certify that the foregoing instrument was filed in my = office at _ o'clock__.M. this _ _day of _ A.D., 20-, and Installed Improvements: recorded in Book of Plats on Page - Records of the Clerk and Recorder. Gallatin 1 County, Montana. Financially Guaranteed Improvements: i J a CERTIFICATE OF SURVEYOR g Clerk and Recorder The subdivider hereby grants ownership of all non-public infrastructure c improvements to the property owners association created by Document Number a I, the undersigned, Timothy R. Reed, Professional Land Surveyor No. 28997 LS, do hereby certify that between March 2014 and 20-_, 1 surveyed the WEST _----------------______ N WINDS MAJOR SUBDIVISION, PHASE 6, and plaited the same as shown on the F accompanying plat and as described, in accordance with the provisions of the Montana By. --------- ------ -- --------- g Subdivision and Platting Act, Sections 76-3-101 through 76-3-625, MCA„ and the Subdivider Date } Bozeman Municipal Code. ,,cPNtrT,q��i a DATED this __day of 20__. �`,�-"�'" ""'•.N9� Z >TIMOTHY R.', ------------------- tea'' READ 1me w Timothy R. Reed S% 28997 a Professional Land Surveyor No. 28997 LS REVISIONS WEST WINDS SUBDIVISION PROJECT 22.11265.01 v ccx+� S:E �J REV DATE DESCRIPTION BY DATE 12 30 2013 �'aNA C `` BOZEMAN, MONTANA s N B O W L H K M PRELIMINARY PLAT SKEET N 2090SMI=DM Bowavin,Morf.-59715 WEST WINDS MAJOR SUBDIVISION PHASE 7 ry cos-ses-OSN www.EawiM1Wn.cwn NW 1/4 SECTION 2, T2S, R5E o P.M.M., GALLATIN COUNTY OF 4 x x X PRELIMINARY PLAT OF THE x z WEST WINDS MAJOR SUBDIVISION PHASE 7 w SITUATED IN THE NW 1/4 OF SECTION 2, T2S, R5E, P.M.M. GALLATIN COUNTY, MONTANA PURPOSE OF SURVEY: TO CREATE PARCELS FOR PHASE DEVELOPMENT. COMMON OPEN SPACE Ownership of all common open space areas and trails, and responsibility of maintenance thereof and for city assessments levied on the common open space lands shall be that of the property owner's association. Maintenance responsibility shall include, in addition to the common open space and trails, all vegetative ground cover, boulevard trees and irrigation LAND OWNER'S CERTIFICATION "Lot R3" RESTRICTION NOTE systems in the public right-of-way, boulevard strips along all external 1. We further certify that the text and/or graphics shown on the Conditions of NOTICE IS HEREBY GIVEN to all potential purchasers of Lot R3, of perimeter development streets and as adjacent to public parks or other Approval sheet represents requirements by the gcveming body for final plat the West Winds Subdivision, Phase 6, City of Bozeman, Gallatin ' common open space areas. All areas within the subdivision that are approval and that all conditions of subdivision application have been satisfied; County, Montana that the final plot of the subdivision was approved designated herein as common open space including trails are for the use and that the Information shown is current as of the date of the certification, by the Bozeman City Commission without completion of on and off and enjoyment by residents of the development and the general public. and that changes to any land-use restrictions or encumbrances may be made The property owner's association shall be responsible for levying annual by amendments to covenants, zoning regulations, easements, or other documents site improvements required under the Bozeman Municipal Code, as as allowed by law or by local regulations. Is allowed in Chapter 38.39 of the Bozeman Municipal Code. As assessments to provide for the maintenance, repair, and upkeep of all 2. Ownership of all common open space areas and trails, and responsibility of such, this restriction Is fled with the final plat that stipulates that common open space areas and trails. At the some time of recording the maintenance thereof and for city assessments levied on the common open space any use of this lot is subject to further subdivision, and no final plat for each phase of the subdivision the subdivider shall transfer lands shall be that of the property owner's association. Maintenance responsibility development of this lot shall occur until all on off-site ownership of all common open space areas within each phase to the shall include, in addition to the common open space and trails, all vegetative Improvements are completed as required under the Bozeman owner's association created b the subdivider to maintain all ground cover, boulevard trees and irrigation systems in the public right-of-way property Y boulevard strips along all external perimeter development streets and as adjacent Municipal Code. THEREFORE, BE ADVISED, that Building Permits will common open space areas within West Winds Phase 6. to public parks or other common open space areas. All areas within the not be issued for Lot R3, of the West Winds Subdivision Phase 6, subdivision that are designated herein as common open space including trails and City of Bozeman, Gallatin County, Montana until oil required on and for the use and enjoyment by residents of the development and the general off site improvements are completed and accepted by the City of public. The owner's association shall be responsible for levying annual Bozeman. No building structure requiring water or sewer facilities assessments to provide for the maintenance, repair and upkeep of all common shall be utilized on this lot until this restriction is lifted. This open space areas and trails. At the some time of recording the final plat for restriction runs with the land and is revocable only by further each phase to the property owner's association created by the subdivider to subdivision or the written consent of the City of Bozeman. o, maintain all common open space areas within West Winds Major Subdivision Phase c 7. s 3. NOTICE IS HEREBY GIVEN to all potential purchasers of Lot R. of the West Winds t Major Subdivision Phase 6, City of Bozeman, Gallatin County, Montana, that the final plat of the subdivision was approved by the Bozeman City Commission N SIDEWALK NOTE without completion of on and off site improvements required under the Bozeman City standard residential sidewalks shall be constructed on Municipal Code, as is allowed in Chapter 38.39 of the Bozeman Municipal Code. As such, this Restriction is filed with the final plat that stipulates that any use o all public street frontages of a property prior to occupancy on the property. Upon the third of this lot is subject to further subdivision, and no development of this lot shall of any structure anniversary the plat recordation of any phase of the occur until all on and off site improvements are completed as required under the subdivision, any lot owner who has not constructed said Bozeman Municipal Code. THEREFORE. BE ADVISED, that Building Permits will not TEMPORARY CUL—DE—SAC EASEMENT 1 sidewalk shall, without further notice, construct within 30 be issued for Lot R, n the West Winds Major Subdivision Phase 6. City of 1 Bozeman, Gallatin County. Montana until all required on and off site A temporary cut-de-sac easement located in the NW 1/4 o days said sidewalk for their lolls), regardless of whether improvements are completed and accepted by the City of Bozeman. No building of Section 2, T2S R5E, P.M.M., more particularly described cI other improvements have been made upon the lot. structure requiring water or sewer facilities shall be utilized on this lot until this as follows: o restriction is lifted. The restriction runs with the land and is revocable only by Beginning at the center of a circle, from which the NW further subdivision or the written consent of the City of Bozeman. comer of Section 2 bears North 30.58'14" West, 459.57 F TEMPORARY CUL—DE—SAC NOTE feet; thence from said Point of Beginning North 0'00'00" DATED this __day of___ -20__ East, 35.00 feet; thence along a curve to the right having o All existing temporary cul-de-sac, turn-around and storm drainage easements previously retarded with the Phase 4, a radius of 35.00 feet, a delta angle of 360'00'00', and an 0 5 and 6, with the exception of those located within Lot R3, arc length of 226.20 feet; thence South 0'0'00" East, are to be abandoned with the commencement of the Phase Signature 35.00 feet to the Point of Beginning, and containing an N 6 construction activities. Refer to Note 1 on Sheet 2 of 3, Mahar Montana Homes, LLC area of 4071.5 square feet more or less. a Westwinds Major Subdivision Phase 5(Document J-494) for the easement abandonment information within Lot R3. All State of o Existing Easements shown hereon are described in the /U.UU \ a aforementioned Document J-494. County ofLQ A I This Instrument was acknowledged before me on 20—_by Z •0'�.\ �a as of 1-. \ j ,. 66.25'_ 1 < ANNEXATION NOTE ------- ----- / o Notary Public for the State of a o Property shown hereon was annexed.to the City of -- 3 Bozeman pursuant to Commission Resolution No. 3216 o_ my commission expires_— 20__ n;y TEMPORAR / m recorded on Doc. No. Fm 179 PG Z076. --• _ i o iv a.o - _ CUL-DE-SAC \ 3 Residing at t^N —`- __- EASEMENT-. ---_ _--`- m o51 /Jr o 0 __—_--__-- oum� I ___Pl1B 1 i Z I ^ Z J � z �, �N89 9'01"E -�/ •00�0 a LOT ACCESS NOTE 125.00' 60.0' 74.08' 67.00' 67.00' s-.00 67.00' 75.81' 65. 1' w 1. All lot accesses shall be built to the standards i I 60. ' I\ a contained in Section 38.24.09 of the Unified i o LOT 1 �o Pu uC (/J�,CA I Development Ordinance of the City of Bozeman. s,ao0 sy.ri. _`* R 0 » = 2. No street access from Davis Lane. i I rn oI �,A o a e M m o `f o o o Io a m rn $ m a �o o 8o c' m o ~n d n 1 O Jm O On O On O On O. O Cl Oa I,- iN 17 5.00' Jn o i AGRICULTURAL WATER NOTE I Z z Development of each phase will not interfere with an _ T o LOT 2 ��, P P Y , a e,00D eq.1t. Ia —— \ r —— — -� _t L— - ogricullural water user facility or irrigation ditches for � � m 5.00' 67✓�-p' � 67.00' 67.00' 67.00' 7j:$3' 6 `.2T I v downstream water user rights. N90'00'00"E GROUND WATER NOTE _ O 12 O T3 I� Sna EASEMENT / I/a=a g Due to high groundwater full or partial basements are not ' x -sro'.,-Y.c�"e•u�sq.N• Iv z \ N9 0 0 E i '1 �a recommended. `__�: ,o Io o: 64.29' 0.00' 60.0o' 50.0o' 59.95'_ 60_00' 67.27' S oa' 72.73' < u 89'59'01"E I r�\ — — — — 1 P uc w R AD r-- ZONING NOTE Existing Zonin R3 REVISIONS PROJECT 22.11265.01 s 9 REV DATE DESCRIPTION BY WEST WINDS SUBDIVISION DATE 12 30 2 113 i BOZEMAN, MONTANA o NEW UTILITY EASEMENTS B O W L H K M PRELIMINARY PLAT N 12' front along all streets. SHEET Others as shown. 2D90SIedlumDrive Bazernen,Monism 59715 WEST WINDS MAJOR SUBDIVISION PHASE 7 jN NW 1/4 SECTION 2, T2S, R5E 1 d06-566-683d P.M.M., GALLATIN COUNTY OF 4 X I NW Comer of North Ya Corner of PRELIMINARY PLAT OF THE X Section 2, 2" B.C. Section 2, 3Ya" B.C. Z "7belwSasphallt 34 35 "MDT 56D6S" WEST WINDS MAJOR SUBDIVISION PHASE 7 w �i S89'43'51"W 2644.67' TIS, R5E Y T2S, R5E SITUATED IN THE NW 1 4 OF SECTION 2, T2S, R5E, P.M.M. 3 3 PHASE B PHASE 6 PHASE 2B GALLATIN COUNTY, MONTANA q w PLAT STATISTICS SUMMARY PHASE 7 tN PURPOSE OF SURVEY: TO CREATE PARCELS FOR PHASE DEVELOPMENT. BLOCK 1 PHASE 6 4 rr7 SINGLE FAMILY: LOTS 1-4 32,000 SO. FT. 0.735 AC. N PHASE 2A V) BLOCK 2 SINGLE FAMILY: LOTS 1-6 46,085 S0. FT. 1.058 AC. Center North Xs BLOCK 3 Lr C� Corner of Section 2, _ PHASE 5 2" B.C. "3111 ES" t"--J SINGLE FAMILY: LOTS 1-7 45,210 SQ, FT. 1.038 AC. PHASE I B BLOCK 4 -- SINGLE FAMILY LOTS N -�`� �- __ ' � _•-4-•--�= 1-6 40,037 SQ. FT. 0.919 AC. to PHASE 4 �.�. =„ OE � _ OE_ �- OE��OE G0� BLOCK $ _ O�GOE��� "-- SINGLE FAMILY. LOTS 1-12 84,402 SO. FT. 1.935 AC. N I I �' BLOCK 6 FD SINGLE FAMILY: LOTS 1-5 42,203 S0. FT. 0.969 AC. p PU6UC COAT/NOPENSPACE/2 I ro BLOCK 7 PHASE IA I N SINGLE FAMILY, LOTS 1-3 21,164 SO. FT. 0.486 AC. West ya Comer e, PHASE 3 rn ��� COMMON OPEN SPACE Section 2, 1" Pipe, I sine 1.5' below surface-�_ - _ - Z I PUBLIC COMMON OPEN SPACE#1 5,082 SO. FT. 0.128 AC. 3 I 89'S9'S6"E PUBLIC COMMON OPEN SPACE S89°42'S2"W 2639.32' pz 45,811 S0. FT. 1.052 AC. Center of Section 2, I 70.00' 65 0' 65. 65.00' 6s-00' 70.36' I LOT R 235,319 SQ. FT. 5.402 AC. 1" O.D. Iron Pipe & o a �Ty' I STREETS o� c `a o 164,574 SQ FT. 3.775 AC. Location Map of the YPC marked "S.S. & Z qol N� o N,� o o Iq �, DAVIS&BAXTER ROW/EASEMENT 107.137 SQ FT. 2.459 AC. .5 WEST WINDS SUBDIVISION G. Eng" Z oI Jo o Oo D �g q aS o O o 92 I o A=2.37'17" TOTAL AREA 869,611 SO. FT. 19.964 AC. $d/� O R-4 .5D w in the NW of Section 2, T2S, R5E, P.M.M. '- - m -- - m - / L=2,.39 rn 70.00' 65.00' 65.00 65.00' 65.00' 70.38' v � . DE WIND LANE N90'00'00"E 0'O9 0'p0"B 66.25' _60_00' _ �60.00' 60.00' - 92_i 6_ 99.23' ry---' - - - --I --- qi A=3'14'06„ N m z .. ./ \ '� of a "t/if o "1= o v N o ul p o 3�g I aueuc c`Ovl LOT 1 R=532.50' OI F- o,'N I{o ^ O F-o q Fo q a ROAD o 7,514 ft. ^'� L=30.07• a �c K�i o oI ,6N o 0 o O Oe o 0 0 l �' a \, \ //�` Z �i J+189'S901"E 5.86-_ N9"0'OD 00' r� ('� ,w � 'a I i 125.00' 60.01' 74.08• 67.00'\ 67.00' \�---69:00 67.00' 75.81' ~ I 65. 1' 60.00' 60-00' 60.00' 60.00' 7Z85' �I 6,82OS sq.� 60.00' p� LOT 1 I aueuc - 7 ® I` n I z I Q n n o I m e,DOO sq.ft. w o r r 3 _ -= a I of F " rn o N m M„ o p b u7 Q o tO to °° o m m o o $ o < 2 O O m rn O o O� F ^ O ♦-^ O H F p N O of J� O O Om p ~o O_ O O_ O� O On Ip M^] I�i i[] OI OG O OS O _ 'O 7I `O Jn On_ J^ --n -'m I^ Z /~i~ b Jn t'00/1 J J p16 l O J^ Io OI��DT 3 p I n •- 6.823`4.ft. N ` o LOT 2 I o I + --- -- --- � ---- - t I Z I t m + I I� REMAINING TRACT RESTRICTION NOTE 6.000 sq.ft. I� 5.00' 67�0' 67.00' 67.00' 67.00' 77: 3' J L 6 '.2T .00 6 .00• 60 60.00' 15•J 9750. Lot development subject to further subdivision review. NOTICE IS HEREBY GIVEN to all potential purchasers of Lot N90'00'00"B NBZ z1143"W R, of the West Winds Subdivision, Phase 7, City of if 125.00, _n W tz.00' 8ma Bozeman, Gallatin County, Montana, that the final plat of o I I- ^ LURRY LANE unuTY \ the subdlvlalon was approved by the Bozeman City T 3 to o ,.'� \ EASEMENT a. 7.3B 27! Commission without completion of on and off site sq.ft. 4 Z� N90'OD: 0"E f�'1 m Improvements required under the Bozeman Municipal Code, Q. N90'00'00"E I1p 1455' \ as Is allowed In Chapter 38.39 of the Bozeman Municipal '� • 64.29'- 0.00' -66.00-_50.00'�' S9.95'- 60_00_ 67.27' pu8uc 72.73 -65.ob' -65.00' I - 69. 0_ - 88_37_ �__ Cade. As such, this restriction le filed with the final plat 89'59'01"E I ROAD that stipulates that any use of this lot Is subject to 125.00' w + further subdlvlalon, and no development of this lot shall p N aueuc �i rn I a m N g k J occur until ail on and off alto Improvements are completed ao m q rn o N` nP P P OAD m LOT�4--� Io ( ��!(1 ml o Hm �" ui r" vi I-" �--F " o N" rn I w� i+ i� �� i�o I as required under the Bozeman Municipal Code. w 9.Doa'a.ft. a h O p 1O o 0� OT o O n 'd Om rn o O- r` d �m m �m w ^ rn o q 10 to OI Jrn O Jn J� o .�� ei o J`cY -v1 I r„ rn o„ a. o„ t-e o;o p� I THEREFORE, BE ADVISED, that Building Permits w01 not be z N o O� o Jr: Jr _ Om,j o_--�.� I issued for Lot R, of the the West Winds Subdivision, Phase m ^ ^ -��" `' 6,City of Bozeman, Gallatin County, Montana until all I2.47' 3•B N90'OD'Ot7"E \�` I z Z required on and off site improvements are completed and f 6.10 60. 0 60.00 50.00• 59.95' 60.00' 67.74' I ` 'O li G-J I accepted by the City of Bozeman. No building structure I N90'00'00"E r requiring water ar sewer facilities shall be utilized on this ��----�\ 12.20' 65,00 65.00' 55.00' 72.27' lot until this restriction Is lifted. This restriction runs with the land and Is revocable only by further subdivision or 13.00'g the written consent of the City of Bozeman. iV a OWNER� , OWNER/DEVELOPER N Joe Mahar n 13447 HWY 238 U / a N-� Jacksonville OR. 97350 aJ 1. Property shown hereon was annexed to LEGEND 541-261-3031 > the Cityof Bozeman pursuant to Commision Resolution No. 3216 O - 1/2"REBAR AND PLASTIC CAP, SET OR FOUND FOR joe®tltaharhomesmt.cam 60 0 60 120 Z recorded on Doc. No. Fm 179 PG THIS SURVEY MARKED "HKM ENG. 14531 LS" SCALE IN FEET M 2076. w 2. All lot accesses shall be built to the INDICATES BUILDING ORIENTATION FOR CORNER LOTS standards contained In Section REVISIONS 38.24.09 of the Unifled Development PROJECT 22.11265.01 's REV DATE DESCRIPTION BY �' WEST WINDS SUBDIVISION Ordinance of the City of Bozeman. DATE 12 30 2013 i 3. Development of each phase will not BOZEMAN, MONTANA o Interfere with any agricultural water user facility or Irrigation ditches for N downstream water user rights. O W L HKM PRELIMINARY PLAT 4. Existing Zoning: R3 WEST WINDS MAJOR SUBDIVISION PHASE 7 SHEET i 5. Due to high groundwater full or partial basements are not recommended. 40905�ium Ddve Bozeman.Maaane 597�5 NW 1/4 SECTION 2, T2S, RSE i _ P.M.M., GALLATIN COUNTY OF 4 X LEGEND x O — 1/2" REBAR AND PLASTIC CAP, SET OR FOUND FOR PRELIMINARY PLAT OF THE THIS SURVEY MARKED "HKM MG. 14531 LS" REMAINING TRACT RESTRICTION NOTE x INDICATES BUILDING ORIENTATION FOR CORNER LOTS Lot development subject to further subdivision review. NOTICE IS WEST WINDS MAJOR SUBDIVISION PHASE 4 HEREBY GIVEN to all potential purchasers of Lot R. of the West SITUATED IN THE NW 1/4 OF SECTION 2 T2S R5E P.M.M. Winds Subdivision, Phase 6, City of Bozeman, Gallatin County, Montana, that the final plat of the subdivision was approved by s 7 f f the Bozeman City Commission without completion of on and off GALLATINCOUNTY, MONTANA site improvements required under the Bozeman Municipal Coda, o A s restriction allowed i Chapter 38.39 of the Bozeman Municipal Code. As such, this is filed with the final plat that stipulates that any use of this lot is subject to further PURPOSE OF SURVEY: TO CREATE PARCELS FOR PHASE DEVELOPMENT, subdivision, and no development of this lot shall occur until all on and off site improvements are completed as required under I PUBLIC ROAD TO PUBLIC ROAD TO the Bozeman Municipal Code. THEREFORE, BE ADVISED, that Building Permits will not be issued for Lot R. of the the West UTU BE DEDICATED IN BE DEDICATED IN Winds Subdivision, Phase 6, City of Bozeman, Gallatin County, FRE PHASE. PHASE 7. ___ Montana until all required on and off site improvements are 1.415 ACRES ________________________________________ (0.603 ACRES) SO'16'09"E completed and accepted by the City of Bozeman. No building 34 35 structure requiring water or sewer facilities shall be utilized on N89'43'S1"E 682.54' N89'43'S1"E 525.31' 50.00' this lot until this restriction Is lifted. This restriction runs with '• fl LANE , the land and is revocable only by further subdivision or the nF 3 N89'43'51 �i '43'S1"E 52`.hE33 i �1E �/— written consent of the City of Bozeman. " 614.89r nr ' N a WEST WINDS / �® �orxs�wcwra I I o MAJOR SUBDIVISION LOT DEVELOPMENT SUBJECT TO r I PHASE 6 FUR774ER SUBDIOSION RENEW SEE "LOT R" I Ln it `n RESTRICTION NOTE I "? o B O K m; WEST WINDS 00 in i MAJOR SUBDIVISION It t I N S1'25'14"W PHASE 2B 60.02' N „ TRADE 37ND LANE _ _____ 99.23' NO'40'1 I"E 61.70' -- Z s A=2'20'54' r•7, l 2._ :_�..S I g I r`f R=1152.00' - — I U 1n L=47.21' I I B OCKo I I I I I I I M I PUBLIC ROAD TO ,2w� C� l 1--- --JI BE DEDICATED IN PHASE 7. 't N (0.441 ACRES) a p I FLURRY LANE 0 r q Z r— -- — ---- -- -- -- — -- -- N82'21'43"W I} LIFI— N3*01'05"E }I 97.50' w a 147,32' Z C 3 IS7'38'28"W 90'00'00"W $ OC 6 I 95.33' 72.47 --- ---- -- --------- 423.80' N90'00'00"W N 2'27'38"W ii > - -- -------- 343.48' N90'00'00'W -------------- - - ---- - - 6 .00' -- ------------------------- a �a 00 W N90'00'00"W N70'36'19"W f N77'47'll"W ---______-' o � 23.82 125.00' 63.24' / 61.45' S7'38'2 'W WEST WNDS WEST WINDS J MAJOR SUBDIVISION a SEE SHEET 1 FOR 106.49' PHASE 4 I MAJOR SUBDIVISION BLOCKS 1-7 PHASE 2A WEST WINDS 5 ` d MAJOR SUBDIVSION e N PHASE 6 o a w m v � a 2 NOTES a 1. Property shown hereon was annexed to the of Bozemcn pursuant to Commission Resolution No. 3215 recorded on Doc. No. Fm 179 PG 3 2076. 2. All lot accesses shall be built to the N OWNER/DEVELOPER: 0- standards 09s of the Unified Development 100 0 100 200 Joe Mahar i ina of the of ozean. g 3. Development of each lyphase will not SCALE IN FEET 13447 HWY 238 Interfere with any agricultural water Jacksonville OR. 97350 user facility or irrigation ditches for downstream water user rights. 541-261-3031 4. Existing Zoning: R3 joeiMmahorhomesmt.com 5. Due to high groundwater full or partial basements are not recommended. SIONS z REV DATE RE�DESCRIPTION BY WEST WINDS SUBDIVISION PROJECT 22.11265.01 N I DATE 12 30 2013 zoo o zoo aoo U ��,, BOZEMAN, MONTANA SCALE IN FEET O W L HKM PRELIMINARY PLAT SHEET �a 2090 Stadium Drive Bozeman.Monism 59715 WEST WINDS MAJOR SUBDIVISION PHASE 7 aos-sas-eaaa 4 N wxw.doxlhkm.can NW 1/4 SECTION 2, T2S, R5E P.M.M., GALLATIN COUNTY OF 4 x x X CERTIFICATE OF DEDICATION PRELIMINARY PRELIMINARY PLAT OF THE Z (Id (We), the undersigned property streets, e t(s), do hereby certify that (si (We) have caused to be surveyed. WEST T WINDS MAJOR SUBDIVISION PHASE 8 CERTIFICATE OF COMPLETION OF IMPROVEMENTS subdivided and platted Into lots, blocks, streets, and alleys, and other divisions and dedications, as shown by the I, Joe Mahar (Managing member, Mahar Montana Homes, LLC, and I, (Clint plat hereunto Included, the following described tract of land, to wit: x IZ That portion of por the NW k of Section 2, T2S, R5E, P.M.M., Gallatin County, Montana and more particularly described as follows: SITUATED IN THE NW 1 4 OF SECTION 2, T2S, RSE, P.M.M. Litle), a registered professional engineer licensed to practice in the state of Montana, hereby certify that the following improvements, required to meet the requirements of chapter 38 of the Bozeman Municipal Code or as a O PHASE B DESCRIPTION GALLATIN COUNTY, MONTANA condition(s) of approval of(Nome of Subdivision), have been installed in Beginning at the northwest corner of Section 2 conformance with the approved plans and specifications, or financially ' thence, N 89'43'51"E a distance of 682.54 feet; guaranteed and covered by the improvements agreement accompanying this thence bearing S 00'15"19 E a distance of 50.00 feet to the Point of Beginning; PURPOSE OF SURVEY: TO CREATE PARCELS FOR PHASE DEVELOPMENT. plat. thence bearing S 00'15"19 E a distance of 383.21 feet; thence bearing S 89'59'53"W a distance of 417.89 feet; thence bearing N 89'56'01"W a distance f 43.1 feet; Installed Improvements: (List improvements in accordance with section thence bearing S 89'S9'Ot" W a distance of 380.14 feet; 38.06.060.A). thence bearing ' 00'4 a di W o distance of feet to feet; CERTIFICATE OF DIRECTOR OF PUBLIC WORKS —Roadway Improvements: including earthwork, base thence. N 89'43'S1"E a distance of 614.89 feet to the point of beginning, containing 5.40 Acres y p g gravel, asphalt, curb, I, Director of Public Service, City of Bozeman, Montana, do hereby certify that gutter, pedestrian romps, and sidewalk. the accompanying plot has been duly examined and has found the some to con arm to the law, approves it, and hereby accepts the dedication to the —Water System Improvements: including 8" water main, valves and EXCEPTING AND RESERVING, SUBJECT TO AND TOGETHER WITH, all utility easements as shown on this plat, and City of Bozeman for the public use of any and all lands shown on the plat service connections. subject to all recorded and unrecorded easements. as being dedicated to such use. —Sanitary Sewer System Improvements: including 8" sewer main, _The above tracts of land are to be known and designated as:the WEST 20_ manholes, and service connections_WINDS MAJOR SUBDIVISION PHASE 8, DATED this_—day of ---- City of Bozeman, Montana, and the lands included in all streets, avenues, alleys, and parks or public squares _______ _____ —Storm Drainage System Improvements: including various size storm shown on said plat are hereby granted and donated to the City of Bozeman for the public use and enjoyment. Director of Public Services pipe, catch basins and detention ponds. Unless specifically listed herein, the lands included in all streets, avenues, alleys, and parks or public squares City of Bozeman, Montana dedicated to the public are accepted for public use, but the City accepts no responsibility for maintaining the same. The owner(s) agree(s) that the City has no obligation to maintain the lands included in all streets, avenues, alleys, and parks or public squares hereby dedicated to public use. The lands included in all streets, Financially Guaranteed Improvements: (List improvements in accordance with avenues, alleys, and parks or public squres dedicated to the public for which the City accepts responsibility for section 38.06.060.B). maintenance includes streets. SURVEY MONUMENT NOTE —Public Park and Open Space Improvements; including landscaping, The undersigned hereby grants unto each and every person, firm or corporation, whether public or private, All monuments shown on plat have been set as of August 1, 2014. irrigation and trails. providing or offering to provide telephone, electric —Street Lighting Improvements: including light poles and luminaires. p power, gas, Internet, cable television, or other similar utility or service, the right to the joint use of an easement for the construction, maintenance, repair and removal of their lines and other facilities in, over, under and across each area designated on this plat as"Utility Easement" to have and hold forever. The subdivider hereby warrants against defects in these improvements for a DATED this ___day of 20_—. BASIS OF BEARING period of two years from the date of acceptance by the City of Bozeman. .s Geodetic North as observed by CPS observations Datum: NAD83(1999) The subdivider grants possession of all public infrastructure improvements to 12 XXXXXXXXXXXXXX Projection: Transverse Mercator the City of Bozeman and the city hereby accepts possession of all public ua Central Meridian: W 111'04'32.67993" Z) Origin Latitude: N 45'41'48.98244" infrastructure improvements, subject to the above indicated warranty. STATE OF MONTANA Scale at CM: 1.0002242194 Signature of Subdivider w COUNTY OF GALLATIN False Northing: 16169.137 ift Date (: False Easting: 13133.950 ift ------ On this —_day of— to the year 20—_, before me___________, a Notary Public for the State Signature, Number, and of Montana, personally appeared known to me to be as ____, a Montana Corporation, and the person whose name is subscribed to the attached Instrument and acknowledged to me that Seal of Engineer— N they executed the some, for and on behalf of said Corporation. In witness whereof, I have hereunto set my hand 1 and affixed my official seal the day and year in this certificate first above written. Date --__ Signature, Director of N Subscribed and Sworn to before me this _—day of—_—__ 20_. CERTIFICATE OF COUNTY TREASURER Public Works ___—_ F I, Treasurer of Gallatin County, Montana, do hereby ------------- ------- certify that the accompanying plat has been duly examined and that all real Date ----------- property taxes and special assessments assessed and levied on the land to be Notary Public for the State of Montana subdivided are paid. a my commission expires ____, 20—_ DATED this _ day of - 20_—. u' Residing at _— _ Montana � N a CERTIFICATE OF TRANSFER OF OWNERSHIP & o CERTIFICATE OF SURVEYOR Treasurer of Gallatin County COMPLETION OF NON PUBLIC IMPROVEMENTS I, the undersigned, Timothy R. Reed, Professional Land Surveyor No. 28997 LS, do hereby certify that between March 2014 and 20—_, I surveyed the WEST The following are hereby granted and donated to the property owners association WINDS MAJOR SUBDIVISION, PHASE 6, and platted the some as shown on the CERTIFICATE OF CLERK AND RECORDER noted below for their use and enjoyment: accompanying plat and as described, in accordance with the provisions of the Montana N Subdivision and Platting Act, Sections 76-3-101 through 76-3-625, MCA„ and the I, _ Clerk and Recorder of Gallatin County, Montana, Bozeman Municipal Cade. do hereby certify that the foregoing instrument was filed in my Public Common Open space $1 — Landscape area; and o DATED this _day of —, 20 �,a..N/T..",.t'9_ rreciorded in Book --of Plats on Page of Records of theOClerk and Recorder, Gallatin Public Common Open space #2 — Landscape area, storm water pond 1*.TIMOTHY R.�`s�`= County, Montana. o _ �11 f._ Unless specifically listed in the Certificate of Dedication, the City accepts no a Timothy R. Reed o' REED >; — ---_—_ responsibility for maintaining the some. We, Mahar Montana Homes, LLC, hereby Professional Land Surveyor No. 28997 LS m'+ 28997 LS '„ Clerk and Recorder further certify that the following non—public improvements, required to meet the 3 ?'nr�',,<r requirements of Chapter 38 of the Bozeman Municipal code, or as a condition(s) CERTIFICATE OF EXCLUSION FROM MONTANA oHAf,`ANo;�p of approval of the subdivision plotted herewith, have been installed in conformance with any approved plans and specifications prepared in accordance DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW ' jjjjjjl" with the standards of chapter 38 or other City design standards, or have been a The WEST WINDS MAJOR SUBDIVISION PHASE Gallatin County, Montana, Is within the � City of Bozeman, Montana, afirst—class municipality, and within the planning area of agreement accompanying and recorded with this plat. dthe Bozeman growth policy which was adopted pursuant to MCA 76-1-601 et seq., and Installed Improvements: can be provided with adequate stormwoter drainage and adequate municipal facilities. m Therefore, under the provisions of MCA 76-4-125(2)(d), this subdivision is excluded from Financially Guaranteed Improvements: = the requirement for Montano Department of Environmental Quality Review. The subdivider hereby grants ownership of all non—public infrastructure DATED this __day of 20___ improvements to the property owners association created by Document Number a g Director of Public Services ------ -- I City of Bozeman, Montana By: _----_---_------_ ---__— N Subdivider Date g IL } a z of SIONS REV DATE READESCRIPTION BY _. WEST WINDS SUBDIVISION PROJECT 22.11357.01 DATE 02 20 2014 BOZEMAN, MONTANA K B O W L H K M PRELIMINARY PLAT SHEET NWEST WINDS MAJOR SUBDIVISION PHASE 8 209051adium Ddve 8ozena^.MonFa^e 59T�6 NW 1/4 SECTION 2, T25, RSE d06-SB6-6611 P.M-M., GALLATIN COUNTY OF 4 x x X PRELIMINARY PLAT OF THE x w WEST WINDS MAJOR SUBDIVISION PHASE 8 r SITUATED IN THE NW 1/4 OF SECTION 2, T2S, R5E, P.M.M. GALLATIN COUNTY, MONTANA PURPOSE OF SURVEY. TO CREATE PARCELS FOR PHASE DEVELOPMENT. COMMON OPEN SPACE LAND OWNER'S CERTIFICATION Ownership of all common open space areas and trails, and responsibility 1. We further certify that the text and/or graphics shown on the Conditions of of maintenance thereof and for city assessments levied on the common Approval sheet represents requirements by the governing body for final plat approval and that all conditions of subdivision application have been satisfied; and open space lands shall be that of the property owners association. that the information shown is current as of the date of the certification, and Maintenance responsibility shall include, in addition to the common open that changes to any land—use restrictions or encumbrances may be made by space and trails, all vegetative ground cover, boulevard trees and irrigation amendments to covenants, zoning regulations, easements, or other documents as systems in the public right—of—way, boulevard strips along all external allowed by law or by local regulations. other 2. Ownership of all common open space areas and trails, and responsibility of perimeter development streets and as adjacent to public parks or oth maintenance thereof and for city assessments levied on the common open space common open space areas. All areas within the subdivision that are lands shall be that of the property owner's association. Maintenance responsibility designated herein as common open space including trails are for the use shall include, in addition to the common open space and trails, all vegetative and chic yment by residents of the development and the general public, ground cover, boulevard trees and irrigation systems in the public right—of—way The property owners association shall be responsible for levying annual boulevard strips along all external perimeter development streets and as adjacent assessments to provide for the maintenance, repair, and upkeep of all to public parks or other common open space areas. All areas within the common open space areas and trails. At the some time of recording the subdivision that are designated herein as common open space including trails and for the use and enjoyment by residents of the development and the general final plat far each phase of the subdivision the subdivider shall transfer public. The owner's association shall be responsible for levying annual assessments ownership of all common open space areas within each phase to the to provide (or the maintenance, repair and upkeep of all common open space property owners association created by the subdivider to maintain all areas and trails. At the some time of recording the final plat for each phase to common open space areas within West Winds Phase 6. the property owners association created by the subdivider to maintain all common open space areas within West Winds Major Subdivision Phase 7. r SIDEWALK NOTE City standard residential sidewalks shall be constructed on DATED this _______day of_______,20___. a= all public street frontages of a properly prior to occupancy of any structure on the property. Upon the third anniversary of the plat recordation of any phase of the o subdivision, any lot owner who has not constructed said Signature N sidewalk shall, without further notice, construct within 30 Mahar Montana Homes, LLC days said sidewalk for their lot(s), regardless of whether other improvements have been made upon the lot. State of -----____ N County of_________ TEMPORARY CUL-DE-SAC NOTE This instrument was� acknowledged before me on g ---------' 20--- by N All existing temporary cut—de—sac, turn—around and storm drainage easements previously recorded with the Phase 4, ______ ______as ___ _ of ______, F 5, 6 and 7, with the exception of those located within Lot < R3, are to be abandoned with the commencement of the ————— —_----------- Phase 6 construction activities. Refer to Note 1 on Sheet 2 of 3, Westwinds Major Subdivision Phase 5 (Document Notary Public for the State of _ _ ¢ J-494) for the easement abandonment information within '^ Lot R3. All Existing Easements shown hereon are described my commission expires_—_______, 20__, in the aforementioned Document J-494. ai Residing at a ANNEXATION NOTE N Property shown hereon was annexed to the City of w Bozeman pursuant to Commission Resolution No. 3216 a recorded on Doc. No. Fm 179 PG 2076. 0 0 d LOT ACCESS NOTE 1. All lot accesses shall be built to the standards contained in Section 36.24.09 of the Unified o_ Development Ordinance of the City of Bozeman. 2. No street access from Davis Lane. J K a AGRICULTURAL WATER NOTE a- Development of each phase will not interfere with any agricultural water user facility or irrigation ditches for I downstream water user rights. d I GROUND WATER NOTE a Due to high groundwater full or partial basements are not Nrecommended. ti a ¢ ZONING NOTE ? Existing Zoning: R3 E o NEW UTILITY EASEMENTS REVISIONS ESCR WEST WINDS SUBDIVISION PROJECT o222o32ot4 �¢ REV DATE DESCRIPTION BY BOZEMAN, MONTANA 12' front along all streets. �m,�� Others as shown. o . B O W L H K M PRELIMINARY PLAT SHEET N WEST WINDS MAJOR SUBDIVISION PHASE 8 2 P090&ted�lum DM Bozeman-Atontara 5975 NW 1/4 SECTION 2, T2S, RSE P.M.M., GALLATIN COUNTY OF 4 x x I PRELIMINARY PLAT OF THE x WEST WINDS MAJOR SUBDIVISION PHASE 8 SITUATED IN THE NW 1/4 OF SECTION 2, T2S, R5E, P.M.M. 0 GALLATIN COUNTY, MONTANA PURPOSE OF SURVEY: TO CREATE PARCELS FOR PHASE DEVELOPMENT. NW Corner of �r North Y4 Corner of PLAT STATISTICS SUMMARY PHASE 7 Section 2, 2" B.C. PHA 8 BLOCK Section 2, 3Ya" B.C. "779 ES", 0.25' 34 35 "MDT 5606 S" SINGLE 1 FAMILY: LOTS 1-11 90,834 SQ. FT. 2,085 AC. below asphalt [S89'43'51"W 2644.67' TIS, R5E BLOCK 2 3 2 PHASE 6 T2S, R5E ' SINGLE FAMILY: LOTS 1-6 45,843 SQ. FT. 1.052 AC. PHASE 2B BAXTER LANE COMMON OPEN SPACE 34 35 PUBLIC COMMON OPEN SPACE #1 5,476 SQ. FT. 0.126 AC. _ --- PUBLIC COMMON OPEN SPACE #2 56.489 SQ. FT. 1.297 AC. PHASE 7 ; N _ `- '-- PHAS N STREET ROW 37,271 SQ FT. 0.856 AC. tfj _- - _ 4 = 'Z-r - _=9 DAVIS & BAXTER ROW 61,655 SQ FT. 1.415 AC. PHASE 6 3 -- �r-- TOTAL AREA 297,568 SQ. FT. 6.831 AC. N PHASE 2A - III` - -- �r � Center North y6 II' Corner of Section 2, II r �/ PHASE 5 2" B.C. "3111 ES" li PUBLIC COMMON OPEN SPACE#2 ) W PHASE I B 6.09' 8.43' N90'00'00'E N U-) PHASE 4 N '1 I,� \ 148.33' 67.85' 60.00' 62.00' 6' 00' 62.00' 60.00' 70.47' \ \ LOT 4 W " \ ® 1 o \ p �� w \ \ t0.S43 sq.ft. � _ \-- --`A-51'55'01' o PHASE lA `R 50 00' o r q m o m o o o S 4' n v o O o West Ya Corner of PHASE 3 cn ';lid W \ '� o o 01 `-�o Ci ~ p ~m 10 n L-d53L'� JcNi N Jry \- O� Om IN \ \- \, Q OrJn J� o Section 2, 1" Pipe, N �_ S89°42'52"W 2639.32' f LOT 3 \ �� 11,702s¢ a' ----- -------- -6 � 1.5' below surface !!+�� o r 29J7 60.00' 62.00' \ 60.00' 62.00' 60.00' 71.00'� w Center of Section 2, li "---°=62'21'S4" __ N I� , R=50-00' ��` N90'00'00"E a �I�Iq m L=54.42 I 41;5i'3z" `TRADE WIND, LANE 2.00' - a 1" O.D. Iron Pie & I Location Ma of the YPC marked "s.s. & ll 107.36' R=50.00' \ EASEMENT d ,, �a G. En LOT 2 \ 36.53' WEST WINDS SUBDIVISION ��` N967,011' (TMP, - (� i w t d e,57s sq.rt. 72.31' 67_00' 67.00' \ 67 00' 67.00' 75- � I�� m - .�,�- - a In the NW 1 =-R 50.DD' I� fio.aa I '` \ /4 of Section 2 T2S R5E P.M.M. N�= L-34.1T PaBD = 1 , , 125.02' aCAo io �...._o a� �\M a Q o Q o o o m of n R o o LOT 1 0n Sn OJn oJn f o / 11 c.lmo .I < 8,013 sq.ft._ I< r �n - - 1 Z -mm ill "'125.00'- I I 74.08' 6700' 67.00`. 67.00' 67-.00'- 75.81' ir \I 1 a a 1. Property shown hereon was annexed to LEGEND jthe City of Bozeman pursuant to �I ,• \ Commission Resolution No. 3216 OO - 1/2"REBAR AND PLASTIC CAP, SET OR FOUND FOR d recorded on Doc. No. Fm 179 PG THIS SURVEY MARKED "HKM ENG. 14531 LS" I "%'%\ % --. OWNER/DEVELOPER: 2078. x 2. All lot accesses shall be built to the f INDICATES BUILDING ORIENTATION FOR CORNER LOTS Joe Mahar a- 13447 HWY 238 standards contained in Section I'ij % 3 35.24.09 of the Unified Development i 1� Jacksonville OR. 97350 Ordinance of the City of Bozeman. 541-261-301 d 3. Development of each phase will not (^ a '� -� joe@maharhomesmt.com \ \ a Interfere with an agricultural water 9 9 partial I ,, ._ _ �_� - ,N > user facility or irrigation ditches for _ v downstream water user rights. c� 4. Existing Zoning: R3 5. Due to high groundwater full or ,�j11--- \ \ \ �� U a basements are not recommended. - ---- �. .. J a 60 0 60 120 a Z SCALE IN FEET E REVISIONS WEST WINDS SUBDIVISION o PROJECT 22.11357.01 REV DATE DESCRIPTION BY DATE 2 1B 2014 s BOZEMAN, MONTANA O O W L HKM PRELIMINARY PLAT SHEET 2090 Stsdlam DrW Bozmnen,Montana 59715 WEST WINDS MAJOR SUBDIVISION PHASE 8 3 j 608-5B8-B&N w„w.awnnwn.can NW 1/4 SECTION 2, T25, R5E o P.M.M., GALLATIN COUNTY OF 4 x x X PRELIMINARY PLAT OF THE x z WEST WINDS MAJOR SUBDIVISION PHASE 8 J r SITUATED IN THE NW 1/4 OF SECTION 2, T2S, R5E, P.M.M. GALLATIN COUNTY, MONTANA PURPOSE OF SURVEY: TO CREATE PARCELS FOR PHASE DEVELOPMENT. PUBLIC ROAD TO BE DEDICATED IN PHASE 8. (1.415 ACRES) __________________ _ 34 - ----------------------------- ___ BAXTER LANE SO'15'19"E -J .__._—....._N.89'43`51"E 682.537' ._ ES P.O B.}I 1. Property shown hereon was annexed to Il / the Clty of Bozeman pursuant to = I \ Commission Resolution No. 3216 w i ( recorded on Doc. No. I'm 179 PG 2076. \\\ 2. All lot accesses shall be built to the standards contained in Section o ` '�� - 1�1 / 38.24.09 of the Unified Development Ordinance of the City of Bozeman. j 3. Dll not terfere with pment oany agrif each cultural l ulturahase wwater user 1p I facility or ir rigation ditches for downstea water user rig RL® Ci4 4. Eist"g Zoning: R3 _0 Dx to high groundwater full or partial 5. u basements are not recommended. Ln o 00 iloco O i TRADE WIA�D\ LANE I N � �Wm2 ZoZ BLOC a 31 a , o m,a d >z ----4 I % °�� I �, k IFST i DS W 143.143' S89'59'01"W 417.889\--S89-59`53"W % MAJ R S DlVlSI N _ (� N89'56'59"W _ `'`. i P T'r'----- - / /f1 S i -- \ \ I --- 3 9 9'01'W -' ---- 60.008' - 75.356' II OWNER/DEVELOPER: > \ N Joe Mohor v G / 13447 HWY 238 nn Jacksonville OR. 97350 i SEE SHEET 1 FOR BLOCKS 1&2 LEGEND U 541-261-3031 J )' W joe0mahorhomesmt.com / O - 1/2- REBAR AND PLASTIC CAP, SET OR FOUND FOR THIS SURVEY MARKED 'HKM ENG. 14531 LS" CATES BUILDING ORIENTATION FOR CORNER LOTS } 50 O 50 100 INDI \ SCALE IN FEET REVISIONS WEST WINDS SUBDIVISION o2 20zo14 PROJECT 22.11357.01 REV—DATE DESCRIPTION BY BOZEMAN, MONTANA DATE B O W L H K M PRELIMINARY PLAT SHEET 0JO WEST WINDS MAJOR SUBDIVISION PHASE 8 / 1 \ 446 &lum Ddve Boorman Moa u5B7°i'6 NW 1/4 SECTION 2, T2S, R5E 4 P.M.M., GALLATIN COUNTY OF 4 z z a c nine>s'c 'UPJ00nds „ b ti a s G 7 V-',,02) �, col cc v s`u'G�0 Ll��U`u'P ) R BOWL x m x x 6 Z \ J ------------i SHEET W— r———————————— Z SHEET W-8 Z V o N fn� O OE- OF nF r nc Li nc 1 / c C C c �____._ c -_ - c c _ -- 1 I = 35-FT ROAD 1 1 > � SECTION \ \ 1 vlrv�T -- ---- —— _ _- _ I �- - 1-- ----- ---- ----- - - -L� LI r � v-r v-r-r-v-v-r-r-r-r-v -r -w -r- w-w-r-•-r-r-v r-r "'. ..-_ ..._,-` -- -- 1 -- - ( - --1 -- - - ---..- -- I —- — --1 - N ` o TRADE WIND LANE , ® i - TRADE WIND LANE 9 1 {� 35-FT ROAD -� i ,l '1 F---- ---- --- - ----- ---- ------� e F- -- 1- l J N 1 2 1 SECTION 35-FT ROAD 0 1 I i I SECTION w I I 1 1 1 SHEET W-3 1 I y SHEET W-4 1 I I I 1 40 FT ROAD SECTION I ny w I W� I I I Z �? • 1 1 � � ,I I ," 1� I Q i I 00 a a r -—- -- - - - -- r ——�—r———————w—r•--r W J FLURRY LANE _._ w -� _ W of 1 I I I ----- - a �- 1 -��- ---- ------ 1 ----� I 1 35-FT ROAD 1 REFERENCE SHEETS � z¢ ~ 1 I I I I \ 1 + 1 SECTION 1 SS-0: SANITARY SEWER MASTER PLAN p w Q W-0: WATER MASTER PLAN Z N 1 i I i 1 1 I I I 1 SHEET W-7 II S-0: SIGNING MASTER PLAN 2 O w I I-0: INTERSECTION DETAILS MASTER PLAN m a 1 I i I SHEET W-1 1 �� 1 SHEET W-2 --� ';'-- '�---- \ w I— SHEET W-5 SHEET W-6 -- _1 al ' U _ , .,®_- .- .. . - _ -i: L _.. :. ,..,, . va, f'r`;- . l -.•. N PROJECT 4522.11728.01 DATE ! MARCH 2016 TSCHACHE LANE ooaWLHKM 50 100 SHEET zms 14 . .....:::.: . ,__ __ -._...:, . ....____ .� .:::� :._.____.. .... !.� ___ _. _- _- ----- .- �T\ � - — ALE.IN FEET I _I -- - I D I x � -- -- LOT 1 m Z 1 D STA: D+72.78 11.70' L LOT 2 LOT 3 LOT 4 LOT 5 IINSTALL 8 " GATE VALVE 3 INSTALL 3/4" DIA. COPPER El1 3 D-6 WATER SERNCE PER CITY STA: 0+85 11.6B' L INSTALL OF BOZEMAN STD. DWG. Z 3 I I I D-4 8 " X 6 " TEE WITH THRUST NO. 02680-6 (TYP.) F o INSf14LL 41 LF OF 8"O fJ I BLOCK PER CITY OF BOZEMAN STD. REFERENCE SHEETS a DIP CLAPS 51 ATER MAIN II In DWG. NO. 0226-1 (TYP.) DIP TCLASS ALL 1 51 WATER MAIN }w O m u D I INSTALL FIRE HYDRANT ASSEMBLY w W-5:SPRING VIEW CT LOT 2 W D NN w x STA: 0+31.35 11.72'1 L INSTALL 8 X 8 TFE R. 3 3 3 3 W U o W 1 W 0+100 B 1+0 ` 2+00 3+00 o t4 o H — r d••�_. io FLURRY LANE~ m LOT 3 U F- wcn LU W Z I � � '! Ur r -- ---------- - ------ ------- ---- _ Z i 1 INSTALL 12 LF OF 8"0 \� O w Q F I II a I I PROPOSED WATER MAIN PROPOSED SANITARY MAIN Q N STORM DRAIN LOT 4 I n (n � I � w LOT 6 L 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 STA J I 3 W I I 1 - 20 0 20 40 ❑ li I I - _ SCALE IN FEET 0 0 N O I 0 4730 o �I 4730 F� 4yJJ Ui , In p - n 4725 ... ........m .=i.Y.... �.. �..:.. �.... ... ........... ...... ...... .._.. -.... ...... ...... ............... . 4725 N xm m.A 0m L) xM Z n raz a' In 4720 J 0 4715 �............... 0 .... ... LL 0 F -I .... .. ..-. .... .. ...... ...... .AEPROX. FINISHED GRADE AT.... ...... . ...... ...... ...... .....- 471 5 W I-- Z LL o :I C NTERUNE:ROAD Z Q J 3 4710 4710 n Q 1- Z I: 1- Q T - - - ZO � � a EXISTING i ROUND AT J - I a 47O$ '' - - '''-' 'I'- -''':' ..'. �.?ROPOSEO STORM DR A1N CENTE�tUNE ROAD: 7 m J L........... : .........:....:.....CLAS .51 05 r- � 3i 315 LF 8' DIP CLASS 51 00.22% I I 4 cl) LL W W a 12 LF 8" DIP CLASS 51 ®A.22% 4700 41 LF 8"-:DIP CLASS 51 1.2B% : _ _-_.. _ _ _ _ _ 700 - -�- - - - - 4 In 4695 ................................................................... . p ...... ...... .............. ...... j SEy(PR MAIN ANITARY..........................................FLURRY LANE ...... 4695 1"=20' HORI2 o 1".-5' VERT: a 4690 7 r N) PROJECT A 0 co N 4690 DDTJNUARY 2015 11 m4] ON �2N 'd O O O l m o m m o p M0G m m m m m 0 r, nn �� nn 0� 0r, ❑ ODOWLHKM 2015 SHEET r f7O [2 U' U• U' C2 U' (2 U' C2O j W O C'J C7 2U' C7 U' U' C.J f.7 U' (7 U' C2 U' C9 U' O o G2 C.0 U' U' U' C2 N i 0+00 1+00 2+00 3+00 4+ W_1 0 I AR N I \\ STA: +18.14 11.00' L I I m x I I - INS ALL 8 " VALVEINSF OF 8"0 LOT 11 DIP CLTER MAIN I I LOT 7 INSTALL LF OF 8"0LOT 96LOT 10 \DIP CLASS 51 WATER MAIN ILOT 8 LOT 112 LOTI STA: 5+12 11.01' L - 3 \INSTALL __ _ INSTALL 3/4" DIA. COPPER STA: 9+13 11.00' L NSTALL3I0 3 WATER SERVICE PER CITY D-4 STA: t81 11.04' LI I 8" X e " CROSS OF BOZEMAN STD. DWG. 8 X 6 " TEE WITH 'THRUST a0 8 " X 6 " TEE WIT D-4 I REFS ENCE SHEETS NO. 02660-6 (TYP.) BLOCK PER CITY OF BOZEMAN STD. I Q ? i BLOCK PER CITY ON STD. DWG. N0. 0226-1 (TYP.) I NDWG. 0. 0226-1 ( w W-5:SPR NG VIEW CT INSTALL 360 LF OF 8"0 INSTALL FIRE HYDRANT ASSEM LYINSTA FIRE HYDRMBLY NSTALL 41 LF OF 8"0 w DIP CLASS 51 WATER MAIN I 0 PIP CLASS 51 WATER MAIN o (Aj I +INSTALL 80 LF OF 8'O ---- 1 L--- ----- �- ------ ----- ----- ----- ------------ ------ -- U)DIP CLASS 51 WATER MAIN 1 0 o v W W 00 t 5+00 0 D 6+00 %o 7+00 8+00 9+00 Z 2 " — w © o a FLUR I F, fn - -a is cn�-nloca aEi can O. ra c:�•• m t.1 I §NA:8+8�9.61'OL W i I : 16B14.86 \ �, IE: 12482.77 -- o --- --=--- - ———— ---- - ————— ——————— ------ ---------------- ----- INSTALL 12 LF OF 8'0 I 1 LOT 1 z DIP CLASS 51 WATER MAIN I Q PROPOSED w PROPOSED SANITARY INSTALL 10 LF OF 8"0 I + STORM DRAIN/� �:n SEWER MAIN DIP CLASS 51 WATER MAIN I I •t �I LOT 6 STA: 4+93 11.02' L 0 1I I w LOT 3 LOT 4 STA: 9+26.56 11.00' IL N INSTALL j Z STA: 5+52.91 11.01' L LOT 2 8" GATE VALVE I INSTALL 8 GATE VALVE LOT 5 INSTALLS 11.25' BEt�ID 20 SALE IN FEET DIP CLASS L519WAT W LF ATER MAN 0 � Q a N 4Q I y n 0 0 4730 47, N ¢ {y� J O J O J J O 4725 ..........:....................:. o.....;.N. >N... N.. a o..:...N....................... ...... ...... ..... . ..... ...... ...... ...... ...... ...... ...... - ...... ...... ...... ...... oa z 4725 m x - w <- =, UI < m �m m N mom c~il SIB + . m� N� Sls 4720 --: + x.m�I c Q n—N _----- — —m mZ�-°° + m +-Z`a 4720 w n _ ~n < ao00 ILL 4715 ............................... .... .....Z N..:.j........ ..... ...... .. ...... ..... ...... ...... ...... ............ PRDX FINISHED.......... AT .. 4715 n LU o - PROPOSED - CENTER ROAD .I. LU Z STORM:DRAIN U) ~o _ • � - LINE J o_ Z 06 d4710 --- r.1 _- i' i— - -.- - -I _ - - -- ��_ - - — 4710 U) w } J STIN ROU D A O XI G G N Z I I -O-- - - .....- --1 --- -poi .... ...... ... I I : CENTERLINE ROAD ...... ... I _ 0] ... ... ....... .. ......... 3 4705 ................_............. .... ... ..... I I ..... .. .... .. 4705 I I mi 82 LF 8" DIP CLASS 51 ® D.22% 24" w Q 360 LF 8";DIP CLASS_51 ® 012%_ _ - - _ _ 1 4700 -- —-- ---- --- — -- -- — 4700 : 5 LF 8'DIP CLASS 51 ® 0.8 % _ PROPOSED SANITARY _ 41 LF 8":DIP CLASS 51 ® 0.0 % SEWER MAIN 10 LF 8" DIP CLASS 51 ® 1.70% 4695 ..........:..........:..........:.................... ...... 19:LF 8" DIP:-CLASS-51:'0 0.09%........................... :.......... .....;.FLURRY'LANE.................... ...... .... ...... ................... F 8 D LASS 3 81 ..... 4695 12 LF 8" DIP CLASS 51 ® 0.'49% : 1"=20' HORIZ - 9 L "..DIP C 5 9D 381% U I 1,.=5' VERT o PROJECT 4422.11265.01 4690 4690 DATE JANUARY 2015 O N7 n n n n t` O Ln O 01 r- 0 0) O O 00 N d' O n N 0 ' O M7 M7 y N Mln N� hN N:O rn10 Y d' N N� p,d' .f NIA o O 0a 0 m O NO NO 70 na-aO. a n0 aO C7 aO a N O a O a O a 0 a a a ra Oa am �a << a aO aO 0a0 oa Om wO M m 0 m On O O T� O DOWLHKM 2015 0F 0 or . o V 7 d -t SHEET4 ` 00 0� 0� c,� 0co c2c� c2co o0 ,n'-2 00 5+00 6+00 7+00 8+00 9+00 VV 0 Y x I D m X \ S A: 4+97.34 11.03' L D \ INSTALL 41 LF OF 8"m x \ DIP CLASS 51 WATER MAIN LOT 9 LOT 10 INSTALL 8 ' VALVE w €, J \\\ LOT 4 STA: 0+82.40 11. 4' L INSTALL 3/4" DIA. COPPER STA: 4+92.09 11. 3' L INSTALL - Q ` \ INSTALL 8 " VALVELOT 8 0 6 WATER SERVICE PER CITY 8 " X 6 " TEE WI H THRUST _ - -" s \ LOT 7 OF BOZEMAN STD. DWG. -" © F LOT 6 BLOCK PER CITY 0_. BOZEMAN STD. 0 p i \ NO. 02660-6 TYP. - a \ \ INSTALL 5 LF OF e' - -DWG. N0. 0226-1 TYP.) D \ ---- DIP CLASS 51 WATE MAIN - -- c� o \ \\ z NSTALL 404 LF OF 8"m INSTALL FIRE HYDRANT ASSEMBLY D o w \ PROPOSED SANITARY >-w DIP CLA55 51 WATER MAIN H u p STA: f�+41. 11.04`L LOT 5 5EWER MAIN w LOT 1 1 7 w INSTALLS" 9 ' BEND -- o =U) LOT3 \ — ----- — ----- — ———— — ----- ------ — Z W Q D' LU o IA W I p (n > v 3 p U O I + \ C4 1+D 2+00 0 3+ ^ 4+00 D 5+0 D m_� 3 ---t�..— ."�}�� D Lo ED n a RA N E © o a - - - -- - - - - — .... .`.,., z � U I `.,f one©o��c� � mc7o cl 0oc�000n0000,l®oa®®c1®ct raa am®®uui�umr wurrwvr u� - D p 3 3 3 3 3 3 , _ \� W o -- — ----- ---- -- ---- — — — ———— ---- 7I � / © INSTALL 5 LF OF B'm .N r-- I! D LOT 1 PROPOSED N J w LOT 3 LOT 4 LOT 5 DIP CLASS 51 WATER MAIN T LOT 2 I Z STORM DRAIN LOT 2 W LOT 6 INSTALL 19 LF OF 8"0 7 CL D I 3 STA: 0+87.74 11.04' L INSTALL w DIP CLASS 51 WATER MAIN n a I 0 D-4 8 " X 6 " TEE WITH THRUST REFERENCE SHEETS STA: 5+16.24 11.03' L U) © I BLOCK PER CITY OF BOZEMAN STD. INSTALLS " X 8 " CROSS 9 ' DWG. NO. 0226-1 (TYP.) W-5:SPRING VIEW CT INSTALL 34 LF OF 8"A - 20 0 0 40 INSTALLS FIRE HYDRANT ASSEMBLY N DIP CLASS 51 WATER MAIN S ALE IN O 0 $gE n 4730 R o 4730 I m a u� 0 4725 :....W�...:.........: w j ....-_..:...... ....... - ....... _..... _.. ....... 725 51� 4 4720 0. 8sI< g ^ —a. —� aI 4720 .. m O—Ci�.l —� C7 m In - - p Bail U K.a N O J p J O 1� m Ol Kl Q Na K J � a I � Z � a Xo + XN: I N� — o o...l...;..n......_i!s N..... ....... ...... ...... ....... ....... ....... ....... ....... ... ....... .< .. ....... .. m +..N F..m vi;-rYl n....:.a 4715 08 z:. - I - rn : APPROX. FlNISHED GRADE AT w ? N: Q p� 4710 - - CENTERLINE ROAD �-{ —I - 4710 O Q rn I - _ — is J ;1 _ _ .. .. nZ— -1i--- -- --- -- - - ..I .I —:... �.._ .. ..... . .. �� --- ---- 705 w ----- -- - -- -- 4705 g =- -- ---- -I - -- - � w .! 31" EXISTING GROUND AT -- -- _ - - _ _--_-- -----_..-_ _ t ms 1 CENTERLINE ROAD P{�OPOSED STORM DRAIN I ! :I " W ai I I 404 LF 8" DIP CLASS I51 ® 0.47% ! 33" Z 1 .! i STORMSDAIN - .- 700 4700 .I 4 5 8" DIP CLASS 51 ® 0.477 27" 41 LF 8" DIP CLASS 51 ® 0.25%: - - ---- - - - - -- - - - — -..- - - - - c� - = , - - — - - - - _ -- - i 4695 p. ..._..:.._...L.J,..........- -.�...-. _. — -.-.-.....- _ - - _. _.... _. _ : 5 19 8F 81PDO CLASS 51......... 51 i0z14%.. _... 4695 ci PROPOSED SANITARY _ ITRADE:WIND LANE SEWER MAIN 1"=:20' HORIZ: 34 LF 8'! DIP CLASS 51 VERT / 4690 46904422 o LT rn n o 0 o rn oo r� r7 N o I� n d- m r7 µ n PROJECT ANUA Y 2011 c� r�7 cv p o p o p o o,o � ro n n N o n ^ n a vl n :o a m n DATE JANUARY 2015 rn m a N o m co :n u� co io lD n n n n b hr Nr n Or Or Or Or �� �r OID 0to [O a1p N1p O, mLn in l(j 0in u'10 1O Lo pLL7 �1L7 ^U0 ^H7 r 1U) ^lI7 ^IC/ V �o O No Onf o On o+ 0n o 0na up n70 0it OY 0 0 O 0 0 O O O O 0 O 0 0 w 0 O 0 00 0 o n a n 0 n 0 p o n o o n n ODOWLHKM 2015 roa a a a a a a a a a a a a a a a v a a a a v a a a a v a N ca C7 U C7 c7 C7 U U' (�C7 U' C7 c9 CJ c�O [9 C7 00 LD U C9 O C)O (D LD 00 o O LD U' c7 U' t,O C7 C7 C9 U' (7 C7 p 1, (9 0 a 0 p U' o C7 C9 U' SHEET LL ^ W ;71 0+00 1+00 2+00 3+00 4+00 5+00 W_3 N O x J / Al l III 11_1 I I 0] x ' LOT 6 Oz0 o's9 x STA: +77.59 11.00' L ' D IN TA 8 " X 8 " TEE Z I LOT -1 TA: 9+57.58 11.03' L Q I TA: 9+99.74 11.00' L w -, _ _-- -- -- INSTALL 3 4 DIA. COPPER D 6 WATER SERVICE PER CITY LOT 5 INSTALL B " VALVE p I STALL 8 45' BEND x LOT 2 LOT 3 OF BOZEMAN STO. DWG. I 7 �,o o, o , 11 0 x INSTALL 7 LF OF 8'0 N0. 02660-6 (TYP.) I -F F 3 DIP CLASS 51 WATER MAIN STA: 9+51.41 11. 3' L INSTALL M STA: 10+05-39 5-43' L a 0 8 X 6 " TEE W TH THRUST n i 0 o &INSTALL TA: 5+57.32 11.03' L INSTALL 8 " 45' BEND i N PROPOSED SANITARY LOT 4 > BLOCK PER CITY F BOZEMAN STD. 1 0 w 8 " VALVE SEWER MAIN INSTALL 394 LF OF 8"e ~ N O DIP CLASS 51 WATER MAIN o J DWG. N0. 0226-1 (TYP.) If,. w Cv F7 INSTALL FIRE HYDRANT ASSEMBLY I, ch STA: 10+22.52 5-50' L EXISTING 8" VALVE W co W O \ F w I D 6 7+00 8+00 0 9+00 10 1 + d + 3 3 3 TRADE WINDANE m 3 It Z 5 Q 11 CONNECT TO EX. 8" _ d WATER MAIN L) _________ _____ __ --- - ----- -------- ------ 11 IN�T ALL12_LF_OEB�----- o }F- I co 0 OIP CLASS 51 WATER MAIN Q I ri 1_z INSTALL 6 LF OF B"m I N 0 PROPOSED H� DIP CLASS 51 WATER MAIN I �L STORM DRAIN D uJ IN 20 LF OF'`q 0 1 W D I w DIP CLASS 51 WATER MAIN W 0 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 INSTALL 22 LF OF 8"0 _ W LOT 1 LOT 1 DIP CLASS 51 WA R I, r I REFERENCE SHEETS INST LL 8 L of MAIN I DIP CLASI 51 W TER MAIN 1; I W-5:SPRING VIEW CT I II I �I 17 o f1 0 N N 4730 I 4730 - _ 310 �.In 0 4725 ......... ......... .........:.........:......... ......... ...... ....... ....... ...... ....... ....... ....... ....... i.�.....�.........;.........;.... 4725 < : N 4720 4720 al (o mu^i a 'mm mr I mm m (n `ao cJ 00 JJ + x_ I v m 4715 y <...a ... ......... ......... ......... ......... .........:........ ..... m+ :� F..�..�a m + Z.N<......:.... 4715 r` r rn .z m z m I ?(n O.r- x r W QZ7 '- a APPROX. FINISHED GRADE AT : : m r l �- <0 ¢ Q cd d CENTERLINE:ROAD m .l z N = Z z 4710 — -- ---- --- -- — I _w'm 4710 U) 2 > Z - - - - - - - — - - - jl Z N J r I - - -Iy - - - - - - i - - - - -1~ § m p a a EXISTING D Af r3 4705 d.:.I '— —. .. ........:.........:....... .I ..... ....... .... CENTERLNENROAD ....... ....... ........ .......- ....... ....... ....... ....... ....... .. -• _.r.- -- �- I p i 4705 LLI L I....... I..L.-......:... .... .. IIn u W z �7" 394 LF 8" DIP CLASS 51 ® 0.01% 1 30 Q < 4700 -- _ _' _I - - - - -- _ - - -.... - - - - - -- - - - - - - ---- - 4700 _ - - - - - - _ �= - - - - �- - - - - - 6 LF 8" DIP CLASS51 ® 0.58% N : 20 LF 8" DIP:CLASS 51:® 0.48% 4695 22 LF 8" DIP CLASS- 51 ® 0:327. ..............:......... ...................:.........:.....PROPOSED SANITARY. .... ....... ....... ....... ...... ... ....... ....... .. .... ... ...... ..... .. 4695 :. c� SEWER MAIN - � bEWINDLANE 8 L .F 8" pIP CLASS:51 1.22% 7 LF 8" DIP C900 ® 207 CONNECT TO EX. 8" _ 1"=20' HORIZ 12 LF 8" DIP CLASS 51 ® 5.07% - - 1"=5' VERT : WATER:MAIN PROJECT 4422,11265.01 < 4690 v0i OD m �. r ,n 1n N O,n � 00 Lo (o r In Lo (o (n ro (o (7) 690 DATE JANUARY 2015 mr r17? In mcv In In rn mco m`r a min mco mr to r Nn rnr 00�m M1 d'07 �OD 'I OD IN 00 O m rr ar Nr 0!(a IR(D Y(o a Lo 'd'[O .(O co (O .O n0 w o .O w O 1,0 ISO I,O m0 m0 m0 m0 m0 m0 m0 NO 1-0 1,0 m0 (DO wO m0 .0 (0 m r 0 00 (0C O n O r O n O n O r O r O r O r O r O n 0 r 0 r 0 r 0 r 0 r 0 r O r O r O r o n 0 r O r 0 r 0 r O r 0 r C DOWLHKM 2015 r d r d, n d. a v a a a a a a a a "t SHEET (7C C9(.0 0U 0U' (7(.7 wo 0 (D(D ou ou 007 (.'l(D 0(.0 00 00 0CD aC7 (.9 CD (70 C7(.0 C9(.0 00 C7 C7 C7 C0 0(.0 20 00 6+00 7+00 8+00 9+00 10+00 10+50.03 W-4 0 x / m x 1 / / x 3 x INSTALL 3/4" DIA. COPPER / z TINTA OF 60ZEMAN ATER SERVICE STDEDWG. R CITY STA: 1+38.03 W LOT 4 NO. 02660-6 (TYP.) 8" TEE SEE SHEET -1 LOT 3/ / 42 LF OF 8"0 LOT 3 LOT 2 I LOT 1 LOT 2 Z r BEGIN CONSTRUCTION INSTAL 110 LF OF 8"0 _ ---_ / / O = DI 1 WATER MAIN STA: 0+30 12. 1' L INSTALL 1B LF OF 8"0 DIP CL SS 51 WATER MAIN z / / F o REMOVE EXISTING CAP AND DIP CLASS 51 WA R MAIN > CONNECT TO EXISTING WATER AIN L 66 LF OF 8" LOT 1 w / / z N N: 167D .95 ASS 51 WATER MA N p L N a / v E: 1157 .23- -- / -- -- - �w O .'B" 90'@END SEE SHEET W-3 l LOT 4 3 0 � 1 0+00 1+00 2+00'' 3+00 0 4+00� 5 1 'w —ci SPRING a - - - d� '• ®©canooc�rasi®m rnpr�®o��clra;�cl�n :�-, / --• ---- --_-- it / ---STA: tT+�6 11.4�' L = -------- ----- - -- 8 " VALVE I STA: 1+56 10.99' L PROPOSED o > - D p (/ LOT 5 _ ,` INSTALL B VALVE STORM DR IN J w I ° + I 0 '� EXISTING S NITAFY = �(wi: _ \ + I SEWER MAI I w I 0 I N LOT 1 I W LOT 1 LOT 1 W t I REFERENCE SHEETS W I � I w J (4y 40 J EJL W-5:S RIN VIEW CT i © 20 I o SCALE IN FEET o O n PV — (1) —SPRING VIEW—PH7-0+00 TO 4+00 4730 L) 4730 o z- N W Za O a O JUG I J� J W J�F- : w - w zl =. w I N ..... .... .. ...... .. .. ..... .... 4725 ......: _p Nz�' ..........,.Jlo ...... o_. ..... �� ....... ..... 4725 � NQ3 Q� ^W 6 ^ o• ^w N F- m m I m M W N Z O N Q _+ o O nL) nw m ,n : olm nw z 4720 - X --=- -----a -- m-- 4720 C7 Q W In Qu - F. N F- m--._--.--___ W Ili w 0 z y N ad O 4715 ... ...:...................:....... .;.........: :....... .;........ .... ... ... - ...... ....... ....... _ ....... .... ....... ...... 4715 r` o q PROPOSED STORM DRAIN : : : LJJ I-- LL F APPROX. FINISHED GRADE AT: (q a. CEN RUNE ROAD - Q W 06 d — — — — r— _ 4710 — — I — - - - - - - - 4710 U) Z EXISTING GROUND:AT _----_ ----� .___ — — Q �- CENTERLINE ROAD ��,-- -'------------ — — —. — — _.__ . dqy -- -- -- N ---_-_ -- --...=-----_--- _-------- - ------- — _ - _ W n --- --- -- ------ -- --- - 66 LF 8" DIP CLASS 51 ® 0.77% - -- _ ,. r', Z N z J �1 3 4705 261 LF 8" DfP CLASS 51 ® 0.857 4705 0-'^ w wIt o z a -42 LF 8" DIP CLASS 51 ® D.6 % � I 18:1-F 8" DIP:CLASS 51 ® 0.87% 'u 4700 — t -- --- - ----- -- _ e - - --- - ----- - --- - L____ 4695 :......... ......... ........ ..... .. — -- -- -- -- -- --..-- -.—:- --.- --. --� - - _ 4695 .. - SEWER MAINEXISTING NITARY J/f SPRING VIEW CT � 1"=20' HORIZ 4690 1"=5' VERT 4690 PROJECT 4422,11265.01 r_ M f m M DATE JANUA Y 2015 N 0 p p m 0 00 � o v d. m u mo W O(D m ui N nN O � M M O � O Lq n ^ u N0 nCpo - •_ .- . O C 0 o m 0 oOm0 m0m 0 m 0 m0n 0 0 0 m0 m0 m0 m n n n n n n n n r n n n n r n^ n n n n n n n n n n n n n � � � n r- �r, O r, O r, O� O O r, O r, O O rn O DOWLHKM 2015 r V 4 C Y •t < 7 .t a SHEET a V Q V 7 7 Y Y 7 'V' 7 < w C0 OCD oCD oo c2 C7 (2 C7 oo000 0CD O0 oCD OO C2 CD O C7 O 0 (2 0O(7 Ou oC.D oo oC0 oo OC7 C]C7 i 0+00 1+00 2+00 3+00 4+00 4+56.41 W-5 0 } Cp x I I x STA: 1+29.53 11.01' L I ;Z I INSTALL 8 " VALVE Z LOT 6 LOT 6 I OT 11 w_ NSTALL 220 LF OF B'O W W u I W PROPOSED SANITARY OIP CLASS 51 WATER MAIN I(` W o Y LOT 7 SEWER MAIN 8" CROSS I Z Fa 3 BEGIN CONSTRUCTION 8" CROSS I }w SEE SHEET W-3 y N o STA: 0+95.98 10.97' L SEE SHEET W-2 44+ W �. REMOVE EXISTING CAP AND ��// I o J N STA: 4+09.53 11.00' L 5 0 CONNECTTO EXISTING WATER MAIN LL I STA: 1+89.59 11.01' L F Q W I ti w ---- N: 16741.69 ------ J L--INSTALL 8_ VALVE----------- - ?w --INSTALL - VALVE-- --- E_7?9�Z.L--- J Q LL Lfr W = REFERENCE SHEETS C � W-5:SPRING VIEW CT o _............... - u O D +00 3+00 0 4+00 0 + o+ 0+00 I _ _ _ 1+r00 0 + T- -,-aTALL L0, WINDWARD AVEa no®®cr- Z ao®m. F- INSTALL 34 LF OF B'O -------- ----- ---- F------�I�CCASs51 WAZERTIEOA------ PROPOSED � �z N �w INSTALL 41 LF OF B"O 1 LF OF B'O 1 STORM DR IN DIP CLASS 51 WATER MAIN d INSTALL 41 LF OF 8"0 w DIP CLASS 51 WATER MAIN N DIP CLASS 51 WATER MAIN I INSTALL 19 LF OF 8"O Q I II I\ II LOT 1 _ DIP CLASS 51 WATER MAIN w I I■ W LOT 1 STA 4+6 .47 11.00' L I U LOT 1' INSTALLS " VALVE /I --/W LOT 7 NSTALL 32 LF OF 8"0 I IP CLASS 51 WATER MAIN P \` I iIII 20 0 20 40 SCALE IN FEET cl II Q 0 0 a N n C) N 4730 0 4730 W z i 3 N Z� Z 3 - o v rnz¢ o. ..`o° o ....... ...... .... ....... ....... . ..... ..... .. :..o .-... oW...:.. o..-;.. 4725 > 4725 .... .............:. ........:...... o a 3...-.,..�.^ WW w Q j N Q N to OQO > M o �W �N h = 'v�i? O - : O +U F c Oi m Ol N 00 m m : m + N Q j.) i0[l Imp V +W(n m N V)Y n + - - + 4720 z a 0 w �, < m a~ a N o a a mx r< 4720 J Li fnO Z f~ll I~/1 NN N m Z N N Nff (A N m Z~ — - - - —N co W : Ld W Z Jr r W _ .- ....... _..... .. .-.. _ _-... ...pl.-.. 4715 W w I:.g.�. 4715 } z � Q I Q -�+ PROPOSED STORM DRAIN : � Yi Q p� _ _ < APPROX. FlNISHED GRADE AT = Z N - - - CENTERLINE ROAD : al;$ d Q LL z d �:�y U) 2 Q 4710 4710 Z O m_ — r 1 — Do EXISTING GROUND:AT �� r j _ 7O5 I-' Z CLNTERLINE ROAD ---- _. p. ." --- ._..�.- k ...... ....... ....... ....... ....... .I..L.... .. .. --.. fq 3 4705 .........'.......... .. .... �_ - - --: ��—r_ --_—_ —— ---_ ~ —' .. .. 29e. .... - L_ Lu - - .� 8" DIP CLASS 51 ®,0.76% •40' Q 4700 � a+. 4700 _ 1 LF B" DIP. CLASS 51 0 0.13% .34 LF 8" DIP CLASS:51 ® 1.92" 41 8 DIP SS 51 687 41 LF 8" DIP CLASS 51 ® 0:84% ....... ....... SANI®ARY.SEWER. .................. ....... 695 4695 ......... .................... .................... ......... ......... . . WINDWARD AVE LF � _ CROS LNG 4 SANITARY SEWER 1"=20' HORIZ : 19 LF 8" DIP CLASS 51 ® 0.85% CROSSING 1.1 5' VERT o _ 32 LF 8" DIP CLASS 51 ®1.337. DATE JANUARY 20105 4690 j0 4690 a 0�0 v Oa n oa n oa On •r nt foa`m O O 1 OV O < cO On) co q co oO 00 Lq O rl� _ O NCT rnCO m 0Oco ")O N O OO 0 Oap) O pO pO O o0 pO uOn n 0 0 .0 .O0 mO m O on n a oO ( O + ODDWLHKM 2015 N 0 orn n n SHEET a JAL , , �� 121cD � D �� �op 00 ,C cV c c c , �c ,c � i 3+00 4+00 5+ 0+00 1+00 2+00 W-6 0 l } x uj � END CONSTRUCTION Z I I STA: 7+14 11.00' L N: 17359.51 \ / Y LOT 11 E: 12054.45 I r o \� Z _ INSTALL 21 LF OF 8"0 o �� STA: 6t92:8 11.00' L w LOT 5 II `` W/ I DIP CLASS 51 WATER MAIN LOT 12 0 INSTALL 223 LF OF 8"0 INSTALL 8 VALVE I I I STA: 49+82.12 13.34' L o DIP CLASS 51 WATER MAIN o I I I S CO --- Q INSTALL 1- LF OF IN INSTALL 8 VALVE 100 > ��,.. m -----SIP-GL-ASS-51�'A'fER AIN ' ------ w V e — w _ -- _ U) �� U INSTALL 11B LF OF 8"0 w O W DIP CLASS 51 WATER MAIN 6n W � 00 �0 - - - 6 100 I N ICI— -I - 7 0� - 7 33 -- o I— - _ - 49+0 50+00 51� o V I I - a l ��W ARD AVE I d I fnn I I I J / I HUNTERS AY W Z REFERENCE SHEETS —— _ = W ! O INSTALL 22 LF OF 8'0 2 W-5:SPRING VIEW CT J e C J I U U --- -----, ---- c> _ PROPOSED d �• i Q STORM DRAIN f: C> ; ------ -_- -- -- +tG BEGIN CONSTRUCTION -t(YT 2- STA: 49+21.28 13.07' L PROP SED O ©O" ,REMOVE EXISTING CAP AND STOR DRAIN I LOT 1 C' %CONNECT TO EXISTING WATER MAIN _ INSTALL B" VALVE LOT 3 N: 16775.18 3 INSTALL 3 4" DIA. COPPER Z az J WATER SE VICE PER CITY t ' •� OF BOZEM N STD. DWG. 1 NO. 0266 -6 (TYP.) 20 0 20 40 20 0 20 40 1 SCALE IN FEET SCALE IN FEET o � r 0 4730 4730 4730 4730 s N - - ¢O o I� J .;..........;..........00 4725 ... ....... .... 4725 a4725 :..........:....... . ................... ... _ ......... 4725 `M } Ma� >m W O Z > co 71aN W >N 5 4720 - _ ��'� _ 4720 �+ 4720 +� m+ m -� 4720 m + ca.ti+W m + APPROX. FINISHED GRADE AT W n m m .i m i1 + - CENXIS TERLINE OU RND OAD J NN z N a r �G i o v~m z y EXISTINGCENTER NE LL of w APPROX. FINISHED GRADE AT; m 471 5 . . ...... .....- -..... ....I ...... - ..... ............... . ........ ...... . 471 5 !� W 0 4715 .........:..........:....'CENTERLINE'ROAD:......... ..............................................-.. ..-.z m-_..... 4715 PROPOSED STORM DRAINTERUNE OAD W ~ Z Q LaL EXISTING GROUND AT ; - ; Q CENTERLINE ROAD ; ; ; ; ; — — _ — _ a Z 4710 --PROPOSED-STORM_DRAIN— _— 471 O 4710 — — _' _ -- — ———— 4710 W j Q _ ❑ n z I II: Z N o - -----;.c { I. f I 4705 ...... ...... _.... .._.. ...... ...I A.._..._.v_ ..._I. ---'......................... 4705 m W 3 4705 _•___,�.�>�.I.... ........ T .. 4705 - - --- �_ T 118-C�8"�1p (,`L._-�223 LF 8" 4700 : � — 4700-R1�GLASS�7-.14%— 47004700 " EXI i NG WATER MAIN - PROPOSED SANITARYa j �I 0 LF B" DIP CLASS 51 ® 5.94% SE MAIN4695 ...... .....- ...... ...... ..... 695 4 4695 .........:..........:...................:......... .-.......;..........:.....-.-.;......... 4695LF 8 CLASS ® 0.07 `� ... .. 1 eDIP 51 .. -. .� WINDWARD AVE 22 LF:8" DIP CLASS 51 0.1.48% HUNTERS WAY 1"J20' HORIZ; - .a 111=20':HORIZ - 5' VERT ' o 1"=5' :VERT 4690 , 4690 PROJECT 4422.11265.01 4690 4690 M o rn N rn '+ a0 m DATE JANUARY 2015 'n m N (O O N [n O t0 a0 MO O[D _[O �� N� rn. aa' m Mm m[o m� % n m[[1 m� NN m.- m0) O10 _M ^00 n n 0.- m0 u.6 O qai mpj `.0i Ci m O mm �'?O o o— o— rn o of o rn 0 0 0 [ti O m o m o m O n mn �n mn Nn OHO qw mt0 m� V7 d' =n n n n On on an on on On on O ! O <O YO aO YO aO aO M)O nO O O 1��. [� r [may. ram. [� n r y. nd. [mod. [� n OD.111M.Ml m n on On on on on on on on n n a a a a a a a ( V' 7 C U ( V SHEEToo oU UO Oo DO cU 7 V lW l� l� W [i U U W i 49+00 50+00 51I W-7 00 6+00 7+00 7+32.85 0 } X II x LOT 6 s w w I - - Z STA: 52+20.35 11.90' L W INSTALL 8 " 11.25' BEND 0 W I / Z = DIP INSTALL MAIN LOT 6 �} J, Z STA: 5 +26.D 12.16' L INSTALL 8 " 45' BEND z o ^r -STFS:-5i+0�55 12.86 L STA: 2+2.130 12,27' L ,w 1. o w INSTAL 8 " 45' BEND 0 J N t;- F _ ui n O INSTALL 8 V-AtVE-- -- w �w ®cy r s STA: 52+318.87 12.48' L-- g W INSTLTA: L 8 45' BEND 1 -�U _ 52+41.62 12.51' L a u. m LL INSTALL04 OF 8"0 ��r DIP aASS 51 WATER MAIN Cco + •- "."r ❑ n D 3 w ' Z.52# . - F_ - - -53400 - o - - 54+00 N - - 55+ 0 O ro cop p m NTERS WAY G � I JW __ C!G]t;4:.:r37©C7 CI C7b C]r] p I � �fry©©C�W G 1 ®®c�"+ter,+�,'<-�.�...."�-,r-,�• ' F \ STORM DRAIIT INSTALL 6 LF OF B'¢ I INSTALL 5 LF OF B"01 DIP CLASS 51 WATER MAIN DIP CLASS 51 WATER MAIN INSTALL 3 LF OF 8"0 DIP CLASS 51 WATERI MAN REFERENCE SHEETS j NSTALL 3 LF OF 8"0 \ Q Z o+ 3 INSTALL 3/4" DIA. COPPER I DIP CLASS 51 WATER MAIN D-6 WATER SERVICE PER CITY \ W-5:SPRING VIEW CT .L OF BOZEMAN STD. DWG. I I �--114 TALL 9 LF OF 8"0 LOT 2 NO. 02660-6 (TYP.) LOT 1I 131�11 CLASS 51 WATER MAIN 20 0 20 40 3 w \ SCALE IN FEET N 4730 4730 ���3R3R3Rggq N Q Z : al 4725 ........................................... .......... ...... ...... _ ...... 4725 mm . W OII M. W W N. W 4. W h 0 a M. a m. Owl 1. 4720 — m o m : m+-c -m +—m +=m + N 4720 w m m Q n i Q Q < Q i!s F F z la- : F: Z N: N F H m : : : 00 L.1.. w :.. ..... 06 .........N. - 4715 Q4715 .........:... . ....... ..:.......... o : APPROX. FINISHED GRADE AT F )CENTERLINE ROAD _ _ Q = z (n 06 3 4710 —-—-— 4710 cn 2 ❑ W W Q — � — J ZN F- -I m Z a' w --1-1---------=----=-------=�nz-- - ---— - I — — — — — — - .. ...... ...... .... ...... ...... 4705 :.... ...............:.............�.�...... ... - ...; ...I. -... --...... ...... ...I—..—..;......... _ — — — — — — — — — — —. 4705 2 W - - __fi + o _ — W ml iO4 LK 8" DIP CLASS 51 ®:0.89% �' - r 22" ! EXISTING GROUND AT _ CENTERLINE ROAD - - - - - 4700 4700 - 7 - o PROPOSED SANITARY: 5 LF 8" DIP CLASS 51 C 0.21% SEWER MAIN : : : : : 15 LF B" DIP CLASS 51. ® 1.21% I 3 LF 8" DIP CLASS 5 ® 107.77-7 e 4695 ..........:..........:....6.LF.8"._.DIP..CLASS.51..®.0.89%..... ....... ...... ...... ...... _ ...... ...... ...... ...... ...... ...... ...... ...... ...... ... 4695 ... .... 3 LF 8" DIP CLASS 51 ® 1bs.72% 18'MIN. HUNTERS WAY 9:LF 8" DIP;CLASS 51 ® 0.83% 1"=20' HORIZ ; VERT PROJECT 4422.11265.01 4690 n o 7 00 rn N aD 0 0 o u7 0 4690 DATE JANUARY 2015 m maCl Nh mN h0 CC) e w m00 Y� rn� NCD "pM ON 00 O[n m^ O row j mr mr N� O r m(6 1p M6 -Cp O � m Uj Mui Nuj O�j rn�' O n 0 h 0 I O r 0 r c 0 m 0 m 0 e 0 m 0 m 0 m 0 m 0 m 0 O d 0 0 .H O o O O O O ^ O ^ n rl O O O O ^ O O O n ODOWLHKM 2015 q. N Y a Y SHEET C7 c9 CJ C9 C7 C�C7 C2 C0 L0 C7 C7(� C'1 C0 C'1('7 (2(� O C7 C�i.0 C'1 C7 U C0 0 0 U CD O CD 2 C7 C'1 CD C7 CO C7 C7 c0 C7 C2 CO 4_ wlL wli wli. wli wLL wll wli. wl.� w 11 wl.. wli wL� wli wli wli w� wlL ww w<L w W wli -00 52+00 53+00 54+00 55+00 W-8 0 ------------ ....................... .... . 11--...... Appendix C z West Winds Phase 7 o' Hydraulic Modeling Results D OWL i J:1:-..:.0. 1... 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