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Home My WebLink About18022 PlansSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWWWWWWWWWWWWSD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDS D S D SDSDSDSDSDSDSDSD SD SDSDSDSDSDDESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS OS_P5 P6.DWGL1.11404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASES 5 & 6 OPEN SPACE PLANTING PLAN - WESTPHASE 5OPEN SPACE PLANTING PLAN - WEST1SCALE: 1" = 30'CODE COMPLIANCE: PHASE 5 OPEN SPACESEC. 38.23.100.F.3: WATERCOURSE SETBACK PLANTINGREQUIREMENTMINIMUMPROVIDEDIF IT CAN BE DEMONSTRATED THAT IRRIGATION IS PRESENT FOR THETREES AND SHRUBS, AND FENCING IS PROVIDED FOR THE TREES ANDSHRUBS, THE NUMBER OF REQUIRED TREES MAY BE REDUCED TO 1 TREEPER 60-LINEAR FEET AND 1 SHRUB PER 20-LINEAR FEET.6 TREES & 18 SHRUBS (351.20')6 TREES & 18 SHRUBSSEC. 38.26.050(e) - STREET FRONTAGE LANDSCAPING REQUIREDMINIMUMPROVIDEDONE LARGE CANOPY TREE SHALL BE INCLUDED FOR EACH 50 FEET OF TOTALSTREET FRONTAGE25 LARGE CANOPY TREES (1,245')25 LARGE CANOPY TREESOPEN SPACE LANDSCAPING ENHANCEMENT - 15 POINTS REQUIRED PER SEC. 38.26.060, TABLE 38.26.060-2CATEGORYPOTENTIAL POINTSCLAIMED POINTSDROUGHT TOLERANT SPECIES FOR >75% OF TREES AND SHRUBS5 POINTS51 POINT PER STONE BOULDER NOT SMALLER THAN 3-FT IN DIAMETER,WHICH IS INTEGRATED INTO THE LANDSCAPE (5 PTS. MAX.)5 POINTS51 LARGE CANOPY TREE & 2 SMALL ORNAMENTAL TREES5 POINTS5TOTAL15LEGENDSEED MIX 1SEED MIX 2SEED MIX 3WOOD POST (NOT DRAWN TO SCALE)(4) RWD(1) AIN(1) CSC(1) AIN(1) CSC(3) RWD(1) AIN(2) PT1(3) RAR(3) RWD(3) CSC(1) AIN(2) PYM(2) PYMAAJKER CREEK AAJKER CREEKWATERCOURSESETBACKZONE 1WATERCOURSESETBACKZONE 2PLANTING BED - NORTH2PLANTING BED - SOUTH3SCALE: 1" = 10'SCALE: 1" = 10'(1) TAR(1) TARL1.12L1.132-3' DIA.BOULDER,TYP. (3) CKFL3.164ALUMINUMEDGING, TYP.512.0012.0012.0012.00BENCH2-3' DIA.BOULDER(3) CKF(1) CMT(3) PM11 LARGE CANOPY TREE & 2 SMALLORNAMENTAL TREES, PER CODE(1) CMTEX. GRAVEL TRAILEX. TREES, TYP.PHASE 4PHASE 5PHASE 4PHASE 5PHASE 4PHASE 5PHASE 4PHASE 5PHASE 4PHASE 5PHASE 5NORTONSUBD.PHASE 5NORTONSUBD.SIDEWALKSIDEWALK SIDEWALKSIDEWALKASPHALT TRAIL SIDEWALKSIDEWALKWESTGATE AVE L3.13L3.111L3.1L3.1L3.1EX. GRAVEL TRAIL8L3.17L3.1SIDEWALKSIDEWALK SIDEWALK SIDEWALKSIDEWALK (1) SSD(1) SSDSIDEWALKEX. ASPHALT TRAIL SIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK SIDEWALK ASPHALT TRAIL PHASE 5 LEGAL DESCRIPTIONTHE LAKES AT VALLEY WEST - PHASE 5, BEING LOT R2B OF THE LAKES AT VALLEY WEST - PHASE 4; SITUATED IN THENE¼NW¼ OF SECTION 9, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN,CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA.PHASE 5 PROPERTY OWNERINFORMATIONKS DEVCOR, INC2880 TECHNOLOGY BLVD. WEST, BOZEMAN, MONTANA 59718P: (406) 599-5603E: GREG@KILDAYSTRATTON.COMALUMINUMEDGINGHERSTAL WAY LEIDEN LNLEIDEN LN MATCH LINE 1 / L1.1 MATCH LINE 1 / L1.2 MATCH LINE 1 / L1.1 MATCH LINE 1 / L1.2ASPHALTTRAIL(2) UJD(1) TGR(1) GSK(1) TGR(5) UJDASPHALTTRAIL(4) TGRVAUGHN DRIVEVAUGHN DRIVESNOW STORAGE AREA40'CLEAR VISIONTRIANGLE, TYP.MULTI-USE PATH STOP SIGNSTANDARD CITY OF BOZEMAN TRAIL TOTEM SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SSSSSSSSSSSSSSSSSSSSW W W WWWWWWWWWWWWWWWWW W W W W W W W WWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSDSD SDSD SDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSD SDSD SDSDSDSD SD DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS PARK_P6.DWGL1.11404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 6 PARK AREA PARK AREAPHASE 6PLANTING PLANPARK PLANTING PLAN: PHASE 61SCALE: 1" = 30'PUBLIC PARK LAND DEDICATION TRACKING TABLEPUBLIC PARK LAND DEDICATION TRACKING TABLECURRENTPREVIOUS PHASESPHASE 4 PHASE 3 PHASE 1 & 2 VALLEY WESTSUBDIVISION NAME: THE LAKES AT VALLEY WESTPROJECT NAME: THE LAKES AT VALLEY WEST PHASE 5AND 6TOTAL FORSUB-DIVISIONTHISPROPOSALPARK DED ACCIL &/OR IILPARK DED ACCIL &/OR IILPARK DED ACCIL &/OR IILPARK DED ACCIL &/OR IILNUMBER OF RES. UNITS PER PHASE / LOT / SITE PLAN:85399275466617ACREAGE PARK LAND AND / OR CIL REQUIRED: **25.9 99*.03=2.97 27 X 0.03 = 0.8154 X 0.03 = 1.62 66 X 0.03 = 1.98614 X 0.03 = 18.5VALUE OF IMPROVEMENTS IN LIEU PROPOSED:N/AN/AN/AN/AN/AN/A$___________________ VS. VALUE OF CODE-REQD. BASICPARK IMPROVEMENTS: $___________________(ATTACH COMPARISON CHART SPREADSHEET)ACREAGE PARK LAND PREVIOULSY DEEDED TO COB:59.460004.9254.54ACREAGE PARK LAND YET TO BE CONVEYED:7.237.230000PARK MASTER PLAN APPROVAL DATE: ______________* INDICATE ADDITIONAL PHASES AS APPLICABLE**SHOW ACTUAL CALCULATIONSPLANT SCHEDULE - PHASE 6 PARK SPACEMATURESYMBOLQUANTITYBOTANICAL NAMECOMMON NAMESIZEROOT HEIGHT WIDTHDECIDUOUS TREESAGL 2AESCULUS GLABRAOHIO BUCKEYE2" CAL.B&B50-70' 40-50'PT13POPULUS TREMULOIDESQUAKING ASPEN#15B&B 30-50' 10-30'PYM 2PYRUS USSURIENSIS 'MORDAK'PRAIRIE GEM USSURIAN PEAR 1-1/2" CAL.B&B 15-20' 15-20'UJD2 ULMUS DAVIDIANA VAR. JAPONICA 'DISCOVERY' DISCOVERY ELM1-1/2" CAL.B&B 35-40' 35-40'EVERGREEN TREESPNG 1PINUS NIGRAAUSTRIAN PINE6-8' HEIGHT B&B40 - 50' 20 - 30'PPG1PINUS PUNGENS GLAUCACOLORADO BLUE SPRUCE 6-8' HEIGHT B&B 50-70' 20 - 30'DECIDUOUS SHRUBSAAL3AMELANCHIER ALNIFOLIASASKATOON SERVICEBERRY #5 CONTAINER6-10' 6-10'CFD9CORNUS SERICEA 'BAILADELINE'FIREDANCE DOGWOOD#5 CONTAINER3-4' 3-4'RAR6RIBES AUREUMYELLOW FLOWERING CURRANT #5 CONTAINER5-6' 5-6'RWD 6ROSA WOODSIIWOODS ROSE#5 CONTAINER 5-6' 5-6'SEG2SALIX EXIGUACOYOTE WILLOW#5 CONTAINER 10-12' 10-12'SFE3SALIX 'FLAME'FLAME WILLOW#5 CONTAINER15-20' 15-20'SWS3SYMPHORICARPUS ALBUSWHITE SNOWBERRY#5 CONTAINER4-6' 4-6'(1) UJD(1) PPGEX. FISHINGACCESSWATER LINE,TYP.EX. WETLANDMITIGATIONBOUNDARY, TYP.GRAVEL TRAILVAUGHN DRIVELAUREL PARKWAYOPEN WATEREX. WETLANDVEGETATION,TYP.PHASE 6 OPENSPACELEGENDSEED MIX 3L1.21ASPHALT TRAILASPHALT TRAILGRAVEL TRAILGRAVEL TRAIL GRAVEL TRAILDEBOUR LANESEED MIX 2(2) PYML1.22DETENTIONPOND(1) PNGPHASE 6 OPENSPACE(2) AGL(3) PT1(1) SFE(3) CFD(1) AAL(3) RAR(3) SWS(1) AAL(3) RWD(1) SFE(3) CFD(2) SEG(1) AAL(1) SFE(3) CFD(3) RWD(3) RARL1.23SEED MIX 4PHASE 5PHASE 6 PHASE 5PHASE 6 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W WWWWWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWWWWW SDSDSDSDSDSDSDSDSDDESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS OS_P5 P6.DWGL1.21404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASES 5 & 6 OPEN SPACE PLANTING PLAN - EASTPHASE 5OPEN SPACEPLANTING PLAN - EAST1SCALE: 1" = 30'(1) PYM(1) PM1(1) UJD(1) UJD (1) PM1(1) PYMLEGEND(2) PM1(2) PYMSIDEWALK EX. GRAVEL TRAILEX. TREES, TYP.SIDEWALKVAUGHN DRIVESIDEWALKL3.11PLANT SCHEDULE - PHASE 5 OPEN SPACEMATUREDROUGHTTOLERANTSYMBOLQTYBOTANICAL NAMECOMMON NAMESIZE ROOT HEIGHT WIDTHDECIDUOUS TREESAIN 4ALNUS INCANASPECKLED ALDER#15 CONTAINER20-25' 20-25'YCMT 2CRATAEGUS X MORDENENSIS 'TOBA'TOBA HAWTHORN#15 CONTAINER15-20' 15-20'YGSK9GLEDITSIA TRICANTHOS 'SKYCOLE'SKYLINE HONEYLOCUST2" CAL. B&B35-45' 35-40'YPM1 7PRUNUS MAACKIIAMUR CHOKECHERRY1-1/2" CAL. B&B20-30' 20-30'YPT1 2POPULUS TREMULOIDESQUAKING ASPEN#15 CONTAINER 40-50' 25-30' YPYM 8PYRUS USSURIENSIS 'MORDAK'PRAIRIE GEM USSURIAN PEAR 1-1/2" CAL.CONTAINER15-20' 15-20' YSSD 2SYRINGA RETICULATA 'BAILNCE'SNOWDANCE JAPANESE TREE LILAC 2" CAL.B&B 15-18' 15-18'YTAR 2TILIA AMERICANA 'REDMOND'REDMOND LINDEN2" CAL. B&B40-50' 30-40'YTGR10TILIA CORDATA 'GREENSPIRE'LITTLELEAF LINDEN2" CAL. B&B40-50' 40-50'YUJD16 ULMUS DAVIDIANA VAR. JAPONICA 'DISCOVERY'DISCOVERY ELM2" CAL. B&B 35-40' 35-40' YDECIDUOUS SHRUBSCSC5CORNUS SERICEA VAR. COLORADENSISCOLORODO RED OSIER DOGWOOD#5 CONTAINER8-10' 8-10'YRWD13ROSA 'WOODSII'WOODSII SHRUB ROSE#5 CONTAINER5-6' 5-6'YORNAMENTAL GRASSESCKF6CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS #1 CONTAINER5-6' 20-24"YNON-VEGETATIVE FEATURESN/A52-3-FOOT DIAMETER BOULDERL3.18L3.17MATCH LINE 1 / L1.1MATCH LINE 1 / L1.2MATCH LINE 1 / L1.1MATCH LINE 1 / L1.2 PHASE 4PHASE 5PHASE 4PHASE 5EX. GRAVEL TRAILEX. WETLANDPLANTS, TYP.EX. WETLAND BOUNDARY,TYP.EX. BOULEVARDTREESSIDEWALKSIDEWALKSIDEWALK (2) GSKPHASE 5 PHASE 6 PHASE 5 PHASE 6 LAUREL PARKWAYSEED MIX 1SEED MIX 2WOOD POST (NOT DRAWN TO SCALE)VAHL WAYLEIDEN LN VAHL WAY(4) UJD(2) GSKASPHALTTRAILASPHALTTRAIL(4) GSK(4) TGR(3) UJDSIGHTVISIONTRIANGLESNOWSTORAGESNOW STORAGE AREA40', TYP.MULTI-USE PATH STOP SIGNSTANDARD CITY OF BOZEMAN TRAIL TOTEM DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS PARK_P6.DWGL1.21404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 6 PARK SPACE NOTESPLANTING DETAILS &PLANTING NOTES1. VERIFY WITH THE PROJECT MANAGER AND UTILITY COMPANIES THE LOCATIONS OF ALLEXISTING UTILITIES PRIOR TO START. REPAIR ALL DAMAGES TO EXISTING UTILITIES, CURBS,PAVEMENTS AND STRUCTURES WHICH OCCUR DURING THE CONSTRUCTION OF THE PROJECTOR AS A RESULT OF THE CONTRACTOR'S ACTIVITIES, AT NO ADDITIONAL COST TO THE OWNER.2. SAFEGUARD ALL BUILDING SURFACES, EQUIPMENT AND FURNISHINGS. THE CONTRACTOR ISRESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSONS OR PROPERTY WHICH MAY OCCURAS A RESULT OF NEGLIGENCE IN THE EXECUTION OF WORK.3. COORDINATE WITH ARCHITECTURE/ENGINEERING PLANS TO BECOME THOROUGHLY FAMILIARWITH GRADING, SURFACE AND UNDERGROUND CONDITIONS AND UTILITIES.4. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THECONTRACTOR ON-SITE BEFORE CONSTRUCTION BEGINS. BRING ANY DISCREPANCIES TO THEATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK.5. ENSURE THAT THE LANDSCAPING WORK DOES NOT INTERRUPT ESTABLISHED OR PROPOSEDDRAINAGE PATTERNS. OBTAIN APPROVAL ON THE FINAL GRADE BY THE OWNER'SREPRESENTATIVE PRIOR TO COMMENCING PLANTING OPERATIONS. FINISH GRADE BEFOREMULCHING SHALL BE +/- 3" BELOW FINISH SURFACE OF ADJACENT PAVING.6. FINE GRADE AND SLOPE ALL LANDSCAPED AREAS TO A MINIMUM OF 2.0% TO DRAIN.POSITIVELY NO SETTLEMENT, EROSION, SEDIMENTATION OR OFF-PROPERTYDRAINAGENUISANCE SHALL BE ACCEPTED.7. ALL FILL MATERIAL FOR BACKFILLING TRENCHES OR EXCAVATIONS SHALL BE FREE-DRAINING,GRANULAR MATERIAL APPROVED BY THE OWNER'S REPRESENTATIVE. THE GRANULARMATERIAL SHALL BE LEFT A MINIMUM OF 12" BELOW FINISH GRADE.8. PROVIDE TOPSOIL THAT IS LOOSE, FRIABLE AND SHALL CONTAIN AN ORDINARY AMOUNT OFORGANIC MATTER. IT SHALL CONTAIN NO LUMPS OF SOIL OR ROCKS LARGER THAN 1". ITSHALL BE SUFFICIENTLY FERTILE TO SUSTAIN NORMAL, HEALTHY PLAN GROWTH. PROVIDE AMINIMUM OF 6" OF TOPSOIL IN ALL LAWN AREAS.9. TEST THE TOPSOIL AFTER ROUGH GRADING IS COMPLETE TO DETERMINE THE SOILAMENDMENTS REQUIRED IN ORDER TO PROVIDE A GROWING MEDIUM AS DESCRIBED. SUBMITA COPY OF ANALYSIS AND RECOMMENDATIONS TO THE OWNER'S REPRESENTATIVE FORAPPROVAL.10. COORDINATE WITH OTHER CONTRACTORS, AS NECESSARY, REGARDING LOCATION ANDTIMING OF INSTALLATION OF PLANT MATERIALS.11. PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN ORNOTED. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT SCHEDULE, THEPLAN SHALL DICTATE.12. PLANT MATERIALS ARE DRAWN AT OR NEAR THEIR MATURE SIZE. UTILIZE THE CENTER POINTOF THE SYMBOL TO DETERMINE PROPER PLANT LAYOUT AND PLACEMENT.13. LAYOUT PLANT LOCATIONS AND PLANTING BED EDGES AND OBTAIN APPROVAL BY THEOWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.14. ALL PLANTS ARE TO MEET OR EXCEED 'AMERICAN STANDARDS FOR NURSERY STOCK,'CURRENT EDITION, BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. ALL PLANTSSHALL BE NURSERY-GROWN UNLESS OTHERWISE NOTED.15. PLANT FERTILIZER SHALL BE AGRIFORM (21 GRAM), 20-10-5 BY WEIGHT, APPLIED AT THE RATERECOMMENDED BY SOIL TESTING AND SUITED TO THE SPECIFIED PLANTS.16. PROVIDE BARK MULCH, 3" MINIMUM DEPTH. PROVIDE SOURCE AND SAMPLE FOR APPROVAL BYTHE OWNER'S REPRESENTATIVE.17. TREES LOCATED IN GRASS AREAS TO HAVE BARK MULCH RINGS AS PER DETAILS.18. STAKE AND GUY ALL TREES IMMEDIATELY AFTER PLANTING. THE STABILITY AND PLUMBCONDITIONS OF ALL PLANT STOCK IS THE RESPONSIBILITY OF THE CONTRACTOR THROUGHTHE WARRANTY PERIOD AND THE CONTRACTOR IS LIABLE FOR ANY DAMAGE CAUSED BYINSTABILITY OF ANY PLANT MATERIALS.19. COORDINATE THE PLANTING WITH IRRIGATION SYSTEM LAYOUT. THE OWNER IS NOTRESPONSIBLE FOR DAMAGE CAUSED BY OTHER TRADES WHILE COMPLETING THIS WORK.20. ALL SUBSTITUTIONS AND PLAN CHANGES MUST BE APPROVED BY THE LANDSCAPEARCHITECT. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THEOWNER'S REPRESENTATIVE.21. ANY WORK OR MATERIAL WHICH IN THE OPINION OF THE OWNER'S REPRESENTATIVE DOESNOT MEET THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS WILL BE CAUSE FORREJECTION. ALL REJECTED WORK AND MATERIALS SHALL BE IMMEDIATELY REMOVED,DISPOSED AND REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.22. BEGIN MAINTENANCE AFTER EACH PLANT HAS BEEN INSTALLED AND CONTINUE UNTIL FINALACCEPTANCE BY THE OWNER'S REPRESENTATIVE. MAINTENANCE INCLUDES WATERING,PRUNING, WEEDING, MULCHING, REPLACEMENT OF SICK OR DEAD PLANTS AND ANY OTHERCARE NECESSARY FOR THE PROPER GROWTH OF PLANT STOCK.23. DURING THE COURSE OF THIS WORK, REMOVE EXCESS WASTE MATERIAL DAILY FROM THESITE AND UPON COMPLETION OF ALL WORK.24. UPON COMPLETION OF ALL LANDSCAPING, A SUBSTANTIAL COMPLETION WALK-THROUGH OFTHE WORK WILL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVEFOR SCHEDULING THE WALK-THROUGH AT LEAST SEVEN (7) DAYS PRIOR O THE ANTICIPATEDDATE.25. WARRANTY ALL PLANT STOCK AND WORKMANSHIP FOR 12 MONTHS FROM THE DATE OF FINALACCEPTANCE. REPLACEMENT PLANTS SHALL BE WARRANTED FOR AN ADDITIONAL 90 DAYS.26. THE CONTRACTOR SHALL NOT BE RESPONSIBLE AT ANY TIME TO REPLACE OR HONOR ANYWARRANTY FOR THE LOSS OF ANY TREES, PLANTS, GROUND COVERS OR SOD CAUSED BYFIRE, FLOODS, LIGHTNING, WINDS ABOVE 70 MILES PER HOUR OR ANY OTHER NATURALDISASTER, NOR SHALL THE CONTRACTOR BE HELD RESPONSIBLE FOR ACTS OF VANDALISMOR NEGLIGENCE ON THE PART OF THE OWNER.27. PROVIDE TO THE OWNER'S REPRESENTATIVE A WRITTEN ANNUAL MAINTENANCE PROGRAMTO PROPERLY CARE FOR AND MAINTAIN THE LANDSCAPING. INCLUDE CONTACT INFORMATIONREGARDING THE INSTALLERS AND SUPPLIERS OF THE MATERIALS ALONG WITH A WARRANTYCERTIFICATE.1. PROVIDE TO THE OWNER'S REPRESENTATIVE,CERTIFICATES FOR THE SEED MIXTURES. THESEEDING CERTIFICATE SHALL IDENTIFY THE SPECIESAND PERCENTAGES, GERMINATION PERCENTAGES,WEED PERCENTAGES AND INERT MATTER.3. SEED MIX #2:35% DURAR HARD FESCUE35% SHEEP FESCUE15% TURF-TYPE TALL FESCUE15% CANADA BLUEGRASSDRILL @ 10-15# / ACREBROADCAST @ 20-30# / ACRE4. SEED MIX #325% GREEN NEEDLEGRASS20% WESTERN WHEATGRASS20% THICKSPIKE WHEATGRASS15% SLENDER WHEATGRASS13% MOUNTAIN BROM 5% SECAR BLUEBUNCH WHEATGRASS 2% BLUE FLAXDRILL @ 8-10# / ACREBROADCAST @ 16-20# / ACRE5. SEED MIX #4 (ONLY IF DISTURBED OR OTHERWISENOTED)6.5# PLS / AC. SLENDER WHEATGRASS5.0# PLS / AC. SODAR STREAMBANK WHEATGRASS3.5# PLS / AC. TUFTED HAIRGRASS0.5# PLS / AC. FOWL MANNAGRASS0.25# PLS / AC. FOWL BLUEGRASS6. COMPOST: PROVIDE WELL-COMPOSTED, STABLE ANDWEED-FREE ORGANIC MATTER,. APPROVED SOURCESOF COMPOST ARE GLACIER GOLD: 406-881-3033; EKOCOMPOST 406-721-4123; BIG BUTTE COMPOST:406-782-0190; EARTH SYSTEMS COMPOST:406-582-0660; OR ROCKY MOUNTAIN COMPOST:406-245-4817.7. PROVIDE COMMERCIAL-GRADE FERTILIZER OFNEUTRAL CHARACTER WITH BOTH FAST ANDSLOW-RELEASE NITROGEN. PROVIDE COMPOSITIONAND WEIGHTS BASED UPON SOIL TEST RESULTS.8. LOOSEN SUBGRADES TO A DEPTH OF 8 INCHES.REMOVE ANY STONES LARGER THAN 1 INCH. SPREAD4 INCHES OF TOPSOIL AND 2 INCHES OF COMPOST ANDROTOTILL COMPOST INTO TOPSOIL FOR A TOTAL SEEDBED PROFILE OF 6 INCHES.9. FINISH GRADE AGAINST EDGING OR PAVEMENT TOALLOW FOR THICKNESS OF SOD OR SEED.10. DRILL SEED MIXES WITH A DRILL SEEDER WITH ASPACING THAT DOES NOT EXCEED 3-1/2 INCHES.11. IF AREAS ARE UNABLE TO BE DRILL SEEDED,BROADCAST SEED AND RAKE INTO SOIL. BROADCASTSEED AT DOUBLE THE RATE SPECIFIED.12. HYDROMULCH OVER ALL DRILL SEEDED AREAS ANDROLL UNTIL SMOOTH.13. CONTRACTOR IS RESPONSIBLE FOR ALL LAWNMAINTENANCE FOR 90 DAYS AFTER SUBSTANTIALCOMPLETION.14. CONTRACTOR IS RESPONSIBLE FOR WEED CONTROLOVER ALL NEWLY SEEDED AREAS FOR THE FIRST FULLGROWING SEASON.SEEDING NOTESDECIDUOUS TREE1NOT TO SCALEPLANTING SOIL MIX, AS SPECIFIEDREMOVE BURLAP FROM TOP THIRD OFROOTBALL, CUT WIRE BASKET IN FOUR PLACESAND FOLD DOWN 8 INCHESPROVIDE 6" MIN. CLEARANCE BETWEEN BALL &PIT WALLS. ALL WALLS SHALL BE FRACTURED &UNGLAZEDTREE GUARD LARGE SIZEKRAFT PAPER TREE WRAP, REMOVE AT THEEND OF THE WARRANTY PERIOD.PRUNE AS SPECIFIED TO RETAIN NATURALFORMANCHOR STAKING IS OPTIONAL. UTILIZE FLAT,GROMMETED STRAPS THAT LIE FLAT AGAINSTTHE TRUNK. TIE STRAPS BACK TO WOOD ORMETAL POSTS. PLACE CAPS ON METAL POSTSFOR SAFETY. PLACE POSTS AT LEAST 3 INCHESFROM THE OUTSIDE EDGE OF THE ROOTBALL.* PLANT ALL TREES TO HAVE THE SAMERELATIONSHIP TO FINISH GRADE ASORIGINALLY GROWN IN THE NURSERY.3" CHIPPED WOOD; LOCAL ORIGIN OF CHIPS;HEALTHY TREES ONLY, 3'-0" DIA. IN LAWNAREAS, TYPICAL3X THE WIDESTDIMENSION OF THEROOT BALLCONIFEROUS TREE2NOT TO SCALEPLANTING SOIL MIX, AS SPECIFIED.ANCHOR STAKING IS OPTIONAL. UTILIZE FLAT,GROMMETED STRAPS THAT LIE FLAT AGAINSTTHE TRUNK. TIE STRAPS BACK TO (3) WOODOR METAL POSTS. PLACE CAPS ON METALPOSTS FOR SAFETY. PLACE POSTS AT LEAST 3INCHES FROM THE OUTSIDE EDGE OF THEROOTBALL.FINISHGRADE* PLANT ALL TREES TO HAVE THE SAMERELATIONSHIP TO FINISH GRADE ASORIGINALLY GROWN IN THE NURSERY.PRUNE AS SPECIFIED TO RETAIN NATURALFORM3" CHIPPED WOOD; LOCAL ORGIN OF CHIPS,HEALTHY TREES ONLY, 3'-0" DIA. IN LAWNAREAS, TYPICALPROVIDE 6" MIN. CLEARANCE BETWEEN BALLAND PIT WALLS; ALL PIT WALLS SHALL BEFRACTURED AND UNGLAZEDREMOVE BURLAP FROM TOP THIRD OFROOTBALL; CUT WIRE BASKET IN FOURPLACES AND FOLD DOWN 8"3x THE WIDEST DIMENSIONOF THE ROOT BALLSHRUB3NOT TO SCALEFINISH GRADE6" MIN. CLEARANCENOTE:PROVIDE 2 AGRI-FORM TABLETSPER SHRUBPRUNE AS SPECIFIED, TO RETAINNATURAL PLANT FORM.WEED BARRIER FABRICPLANTING MIX, AS SPECIFIED.PLANTING DEPTH TO MATCH FINISHGRADE.TOPSOILREMOVE CONTAINER BEFOREPLANTING. TAKE CARE TO NOTDISTURB ROOTBALL. BOTTOMAND SIDES OF PIT WALL SHALL BEFRACTURED AND UNGLAZED.TYPE OF MULCH AND DEPTH ASSPECIFIED. PULL MULCH 2" AWAYFROM TRUNK. SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS W W W WWWWWWWWWWWWWWW W W W W W W W W W W WWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2015 PEAKS TO PLAINS DESIGN, P.C.14041_IR_P5 P6.DWGLANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPCL1.31404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 5 & 6 OPEN SPACE PARK AREAPHASE 6IRRIGATION PLAN PHASE 6 PARK AREA IRRIGATION PLAN1SCALE: 1" = 30'14.423A1"1. VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, INCLUDINGPLANTING, GRADING, BUILDING CONSTRUCTION, WATER DEVELOPMENT,AND SUPPLY, PRIOR TO COMMENCEMENT OF WORK. NOTE ANYSLEEVES AND IRRIGATION STUBS FOR FUTURE WORK.2. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES, CONDUITS, ANDSTRUCTURES. ANY DAMAGE INCURRED IS THE CONTRACTOR'SRESPONSIBILITY AT NO ADDITIONAL COST TO THE OWNER.3. THE IRRIGATION CONTRACT INCLUDES THE SUPPLY AND INSTALLATIONOF ALL MATERIALS AND EQUIPMENT FOR A COMPLETE, AUTOMATICIRRIGATION SYSTEM. ANY ITEMS REQUIRED TO CONFORM WITH SUCHINTENT ARE CONSIDERED TO BE INCIDENTAL TO THE WORK.4. THE IRRIGATION PLAN IS SCHEMATIC. FIELD-VERIFY ALL DIMENSIONS,EXISTING, AND PROPOSED CONDITIONS, AS REQUIRED TO PROVIDE ONECOMPLETE AND OPERABLE SYSTEM.5. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUSOBSTRUCTIONS, GRADE CHANGES AND SITE GEOMETRY EXIST. SUCHDIFFERENCES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE.IN THE EVENT NOTIFICATION IS NOT MADE, THE CONTRACTOR SHALLASSUME ALL RESPONSIBILITY FOR ANY NECESSARY REVISIONS.6. REFER TO LANDSCAPE AND CIVIL PLANS WHEN LAYING OUT HEADPLACEMENT AND TRENCHING.7. CONFORM TO ALL LOCAL CODES REGARDING INSTALLATION.8. IRRIGATION DESIGN IS BASED UPON HAVING 40 PSI AND 35 GPMAVAILABLE AT THE FURTHEST HEAD. VERIFY THE ACTUAL PSI AND GPMAVAILABILITY AND COMPATIBILITY WITH THE WATER SOURCE PRIOR TOINSTALLATION.9. PROVIDE PVC IRRIGATION PIPE, 2-1/2" SIZE OR SMALLER IN CLASS 200I.P.S.; PROVIDE 3" SIZE PIPE AND LARGER IN SCHEDULE 40.10. PROVIDE 6 INCH DIAMETER SCHEDULE 40 PVC FOR ALL ELECTRICAL ANDIRRIGATION SLEEVES LOCATED UNDER PAVEMENT.11. PROVIDE UF-14-1 DIRECT BURIAL CABLE WIRING FROM THE IRRIGATIONCONTROLLER TO REMOTE CONTROL VALVES. RUNS IN EXCESS OF 800FEET SHALL BE 12 GAUGE. PLACE ALL WIRE SPLICES IN VALVE BOXESAND MAKE CONNECTIONS WITH A DIRECT BURY SPLICE KIT. PROVIDESLEEVES FOR WIRING UNDER ALL PAVED AREAS.12. BURY ALL MAINLINE PIPE WITH A MINIMUM COVER OF 18 INCHES. BURYALL LATERAL PIPE WITH A MINIMUM COVER OF 12 INCHES. PULLING OFPIPE 2 INCH DIAMETER OR LESS IS ACCEPTABLE, PROVIDING DEPTHSARE ACHIEVED.13. LIMIT THE USE OF FITTINGS AND INSTALL LINE SIZE FITTINGS TO ENSUREMINIMUM FRICTION LOSS IN SYSTEM.14. LOCATE HEADS APPROXIMATELY 2 INCHES FROM PROPOSED CURBS,WALKS AND MOWING EDGES.15. CONNECT ALL SPRAY HEADS TO LATERAL PIPES USING FUNNY PIPE,CONNECT ALL ROTORS TO LATERAL PIPES WITH PVC SWING JOINTS.16. LOCATE SPRINKLER HEADS TO AVOID OBSTRUCTIONS THAT WILL LIMITRADIUS OF COVERAGE, CAUSE DRY SPOTS, OVER SPRAY ON BUILDINGS,STRUCTURES AND PAVEMENTS OR OTHER WATER DAMAGE.17. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENTFROM THE LANDSCAPE ARCHITECT.18. ALL VALVES TO BE INSTALLED IN RECTANGULAR VALVE BOXES OFPROPER SIZE, DEPTH AND GRADE. PROVIDE VALVE BOX EXTENSIONS ASREQUIRED.19. VERIFY WITH THE OWNER'S REPRESENTATIVE, THE FINAL LOCATION OFTHE CONTROLLER, BACKFLOW PREVENTER AND CONNECTION TOWATER SOURCE TO MEET FIELD CONDITIONS. COORDINATEINSTALLATION WITH OWNER'S REPRESENTATIVE AND OTHER TRADES.20. FINAL BALANCE AND ADJUST THE COMPLETE IRRIGATION SYSTEM,INCLUDING SPRAY HEADS, ROTORS AND DRIP LINES FOR PROPEROPERATION.21. CONTRACTOR IS RESPONSIBLE FOR PERFORMING FIRST-YEARWINTERIZATION AND SPRING START-UP PRIOR TO MAY 1ST, DURING THEONE-YEAR WARRANTY PERIOD.22. FINAL INSPECTION: DEMONSTRATE THE ENTIRE SYSTEM IN OPERATIONTO THE OWNER'S REPRESENTATIVE, PROVING THAT ALL REMOVECONTROL VALVES ARE PROPERLY FUNCTIONING, THAT ALL HEADS ANDEMITTERS ARE PROPERTY ADJUSTED FOR RADIUS, ARC OF COVERAGEAND EMITTER LOCATION AS IT RELATES TO INDIVIDUAL PLANTS.23. PRIOR TO FINAL PAYMENT THE CONTRACTOR SHALL PROVIDE TO THEOWNER'S REPRESENTATIVE AN AS-BUILT PLAN AND OWNER'S MANUALS.DURING THE COURSE OF THE INSTALLATION, THE CONTRACTOR MUSTRECORD ALL CHANGES MADE TO THE IRRIGATION SYSTEM. THECHANGES MUST BE MADE IN RED ON THE ORIGINAL PLAN.24. WARRANTY THE IRRIGATION SYSTEM FOR A PERIOD OF ONE-YEAR FROMTHE DATE OF SUBSTANTIAL COMPLETION. ANY SETTLEMENT THATOCCURS DURING THIS TIME WILL BE REPAIRED AT THE CONTRACTOR'SEXPENSE.IRRIGATION NOTESIRRIGATION LEGENDSYMBOLDESCRIPTIONSIZEMANUF.MODEL #MP-ROTATOR HEADS6"HUNTERPROS-06-PRS40-CV-MP3000-90,210ELECTRIC CONTROL VALVE 1"HUNTERICV-101GLATERAL LINEAS INDICATEDCLASS 200 PVCEX. MAINLINESLEEVE LINES4"SCHEDULE 40 PVCCONTROLLER LETTERGALLONS PER MINUTE (GPM)ZONE STATION NUMBERDETAIL NUMBERSHEET NUMBER305DWATER CONSUMPTION CALCULATIONTHE CALCULATION FOR WATER CONSUMPTION ACCOUNTS FOR MONTHLY PRECIPITATION AVERAGES AND AVERAGE EVAPOTRANSPIRATION RATES FOR THEREGION. WEATHER SENSORS ARE INTEGRATED INTO THE IRRIGATION SYSTEM TO REDUCE UNNECESSARY APPLICATIONS OF WATER.ESTIMATED WATER CONSUMPTION FOR ALL PHASE 6 PARK AREA: 19,403 GALLONS PER YEARPHASE 6 PARK AREA IRRIGATION NARRATIVEEXCEPT FOR A SMALL BUFFER AREA, PHASE 6 OF THE DEVELOPMENT'S PARK AREA IS DESIGNED TO BE NATRUALIZED, THEREBY ELIMINATING LARGE AREAS OF IRRIGATED TURF. THEPLANTINGS IN THIS AREA OF THE PARK ARE MINIMAL TO ENHANCE THE VIEWSHED. THE PLANTINGS WILL REQUIRE TEMPORARY IRRIGATION THROUGH THE ESTABLISHMENT PERIOD, WHICH,ONCE ESTABLISHED, WILL CEASE. THE DROUGHT-TOLERANT PLANT SELECTIONS AND RELATIVELY HIGH-WATER TABLE IN THIS AREA ELIMINATES THE NEED FOR PERMANENT IRRIGATION.IR28FINISHED GRADEMP ROTATOR NOZZLEPRS40 SPRAY BODY WITHFACTORY-INSTALLED DRAINCHECK VALVE1/2" MALE INLET X 1/2 " BARBED ELBOW12" LENGTH FUNNY PIPELATERAL TEE OR ELLLATERAL PIPE2NOT TO SCALEELECTRIC CONTROL VALVE3NOT TO SCALE1REMOTE CONTROL VALVEFINISH GRADE/TOP OFMULCHRECTANGULAR VALVE BOX'3M' DBY WATERPROOFCONNECTORS OR EQUALPVC SCH 80 NIPPLE (CLOSE)PVC SCH 40 ELLPVC SCH 80 NIPPLE (LENGTH ASREQUIRED)BLOCK (1 OF 4)PVC SCH 80 NIPPLE (2-INCHLENGTH, HIDDEN) AND SCH 40 ELLPVC SCH 40 TEE OR ELLPVC SCH 40 MALE ADAPTERPVC LATERAL PIPEPVC MAINLINE PIPE3" DEPTH, 34" WASHED ROCK3" MINLAMINATED TAG W/ ZONE NUMBERWIRE TOSOLENOIDDUAL-1DECODERCOMMUNICATIONWIRE TO NEXTDEVICE (DECODER,SENSOR DECODER,LINE SURGEPROTECTOR ORCONTROLLER)L1.34TRENCH & BEDDINGNOT TO SCALEPLANS120V WIREFINISH GRADECONDUITPLANMAINLINEBEDDINGLATERALSECTIONCONDUITDIRECT BURY PLANLATERALLATERAL PIPESNAKE ALLSECTIONSFINISH GRADEDIRECT BURYLOOPTIESSECTIONFINISH GRADEIN TRENCHTAPE & BUNDLE ALL WIRING AT 10 FT. INTERVALS.MAKE ALL SPLICES IN VALVE BOXES & LOCATE ONAS-BUILT PLANS. TIE A LOOSE 20 FT. LOOP INWIRING AT ALL CHANGES IN DIRECTION GREATERTHAT 30 DEGREES. UNTIE ALL LOOPS AFTERMAKING CONNECTIONS.INSTALL ALL 120V. WIRING IN CONDUIT. PLACE ALLWIRING UNDER PAVEMENT AND THROUGH SLEEVESIN CONDUIT.IN CONDUITCONTRACTOR HAS THE OPTION TO TRENCHOR PULL P.E. DRIP LATERAL LINES, PROVIDEDA MINIMUM COVER OF 10" CAN BEGUARANTEED.18" 12" 18" 12" 18" 18"5ADD CONTROL VALVE TOEXISTING MAINLINE FROMWELL 1(A). ADD ZONE TOPARK CONTROLLER.VAUGHN DRIVEPHASE 5PHASE 6 PHASE 5PHASE 6DEBOUR LANEMODEL DUAL-1 DECODERJACKETED ID WIRE PATH FROMCONTROLLER ALLOW 5 ft/1.5MSLACK PER DECODER/1/2 ONEITHER SIDE OF DECODERDBR\Y-6 (2)DBY (2)TWISTED TO NEXT DECODERJACKETED ID WIRE PATHTWO BLACK WIRES TO VALVESOLENOID/UP TO 100FT/30MNOTE: All DUAL-1 DECODERS SHALL HAVE THEFOLLOWING ADDRESS AND CORRESPONDINGCOLORADDRESS 1 = BlackDUAL-1 DECODER4NOT TO SCALE1OPEN SPACE AREA, SEE OPEN SPACEDRAWINGS, SHEET L4.3OPEN SPACE AREA, SEE OPEN SPACEDRAWINGS, SHEET L4.34L1.325L1.33L1.3SIDEWALKSIDEWALK6-INCH MP ROTATORHEAD4" PVC SLEEVE, TYP.L1.3 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SSSSSSSSSSSSSSSSSSSSW W W WWWWWWWWWWWWWWWW W W W W W W W WWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSD SDSDSD SDSDSDSD SS SS SS SS W W W W W W W W W DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS OS_P5 P6.DWGL2.11404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASES 5 & 6 OPEN SPACE PLANTING PLANPHASE 6OPEN SPACE PLANTING PLAN 1CODE COMPLIANCE: PHASE 6 OPEN SPACESEC. 38.26.050(e) - STREET FRONTAGE LANDSCAPINGREQUIREDPROVIDEDONE LARGE CANOPY TREE SHALL BE INCLUDED FOR EACH 50 FEET OFTOTAL STREET FRONTAGE8 LARGE CANOPY TREES (391')8 LARGE CANOPY TREESOPEN SPACE LANDSCAPING ENHANCEMENT - 15 POINTS REQUIRED PER SEC. 38.26.060, TABLE 38.26.060-2CATEGORYPOTENTIAL POINTSCLAIMED POINTSDROUGHT TOLERANT SPECIES FOR >75% OF TREES AND SHRUBS5 POINTS51 POINT PER STONE BOULDER NOT SMALLER THAN 3-FT IN DIAMETER,WHICH IS INTEGRATED INTO THE LANDSCAPE (5 PTS. MAX.)5 POINTS51 LARGE CANOPY TREE & 2 SMALL ORNAMENTAL TREES5 POINTS5TOTAL15LEGENDSCALE: 1" = 30'PLANT SCHEDULE - PHASE 6 OPEN SPACEMATUREDROUGHTTOLERANTSYMBOLQUANTITYBOTANICAL NAMECOMMON NAMESIZE ROOT HEIGHT WIDTHDECIDUOUS TREESCMT2CRATAEGUS X MORDENENSIS 'TOBA'TOBA HAWTHORN#15 CONTAINER15-20' 15-20'YGSK2GLEDITSIA TRICANTHOS 'SKYCOLE'SKYLINE HONEYLOCUST2" CAL. B&B35-45' 35-40'YPT11POPULUS TREMULOIDESQUAKING ASPEN#15 CONTAINER 40-50' 25-30' YPYM3PYRUS USSURIENSIS 'MORDAK'PRAIRIE GEM USSURIAN PEAR 1-1/2" CAL. CONTAINER15-20' 15-20'YTAR2TILIA AMERICANA 'REDMOND'REDMOND LINDEN2" CAL.B&B 40-50' 30-40'YTGR2TILIA CORDATA 'GREENSPIRE'LITTLELEAF LINDEN2" CAL. B&B40-50' 40-50'YUJD5ULMUS DAVIDIANA VAR. JAPONICA 'DISCOVERY'DISCOVERY ELM2" CAL. B&B35-40' 35-40'YEVERGREEN SHRUBSJCA6JUNIPERUS COMMUNIS 'MONDAP'ALPINE CARPET JUNIPER#5 CONTAINER8" 3-4'YORNAMENTAL GRASSESCKF10CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS #1 CONTAINER5-6' 20-24"YNON-VEGETATIVE FEATURESN/A52-3-FOOT DIAMETER BOULDERPLANTING BEDS2SCALE: 1" = 10'L2.12L3.11(3) JCA(3) CKF2-3' DIA. BOULDER(2) PYM(1) UJD1 LARGE SHADE TREE & 2SMALL ORNAMENTAL TREES, PER CODEALUMINUM EDGINGSIDEWALKSIDEWALKSI D E W A L K SIDEWALK(3) JCA(5) CKFVAUGHN DRIVEPHASE 5PHASE 6 PHASE 5PHASE 6 ALUMINUMEDGINGL3.1365L3.1L3.12-3' DIA.BOULDERL3.16SIDEWALKSEED MIX 1SEED MIX 2WOOD POST (NOT DRAWN TO SCALE)PHASE 6 LEGAL DESCRIPTIONTHE LAKES AT VALLEY WEST - PHASE 6, BEING LOT R1 OF THE LAKES AT VALLEY WEST - PHASE 1 & PHASE2; SITUATED IN THE NW¼NE¼ OF SECTION 9, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN,CITY OF BOZEMAN, GALLATIN COUNTY, MONTANAPHASE 6 PROPERTY OWNERINFORMATIONBOZEMAN INVESTMENT HOLDINGS, LLC2880 TECHNOLOGY BLVD. WEST, BOZEMAN, MONTANA 59718P: (406) 599-5603E: GREG@KILDAYSTRATTON.COMDEBOUR LANEPHASE 6NORTONSUBD.ASPHALTTRAILNOTES1. FOR PHASE 6 PARK AREA PLANS, REFER TOSEPARATE PARK AREA SHEETS.20 . 5 0 20.5018.7518.75(2) UJD(1) TGR(2) GSK(1) TGR(2) UJD(1) TAR(1) CMT(1) PYM(1) CMT(1) TARPARK AREA,SEE SEPARATESHEETSPARK AREA,SEE SEPARATESHEETSSNOW STORAGE AREAMULTI-USE PATH STOP SIGNSTANDARD CITY OF BOZEMAN TRAIL TOTEMSIDEWALKL3.18L3.17 DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS OS_P5 P6.DWGL3.11404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 5 & 6 OPEN SPACE & NOTESPLANTING DETAILS NOT FOR CONSTRUCTION PLANTING NOTES1. VERIFY WITH THE PROJECT MANAGER AND UTILITY COMPANIES THE LOCATIONS OF ALLEXISTING UTILITIES PRIOR TO START. REPAIR ALL DAMAGES TO EXISTING UTILITIES, CURBS,PAVEMENTS AND STRUCTURES WHICH OCCUR DURING THE CONSTRUCTION OF THE PROJECTOR AS A RESULT OF THE CONTRACTOR'S ACTIVITIES, AT NO ADDITIONAL COST TO THE OWNER.2. SAFEGUARD ALL BUILDING SURFACES, EQUIPMENT AND FURNISHINGS. THE CONTRACTOR ISRESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSONS OR PROPERTY WHICH MAY OCCURAS A RESULT OF NEGLIGENCE IN THE EXECUTION OF WORK.3. COORDINATE WITH ARCHITECTURE/ENGINEERING PLANS TO BECOME THOROUGHLY FAMILIARWITH GRADING, SURFACE AND UNDERGROUND CONDITIONS AND UTILITIES.4. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THECONTRACTOR ON-SITE BEFORE CONSTRUCTION BEGINS. BRING ANY DISCREPANCIES TO THEATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK.5. ENSURE THAT THE LANDSCAPING WORK DOES NOT INTERRUPT ESTABLISHED OR PROPOSEDDRAINAGE PATTERNS. OBTAIN APPROVAL ON THE FINAL GRADE BY THE OWNER'SREPRESENTATIVE PRIOR TO COMMENCING PLANTING OPERATIONS. FINISH GRADE BEFOREMULCHING SHALL BE +/- 3" BELOW FINISH SURFACE OF ADJACENT PAVING.6. FINE GRADE AND SLOPE ALL LANDSCAPED AREAS TO A MINIMUM OF 2.0% TO DRAIN.POSITIVELY NO SETTLEMENT, EROSION, SEDIMENTATION OR OFF-PROPERTYDRAINAGENUISANCE SHALL BE ACCEPTED.7. ALL FILL MATERIAL FOR BACKFILLING TRENCHES OR EXCAVATIONS SHALL BE FREE-DRAINING,GRANULAR MATERIAL APPROVED BY THE OWNER'S REPRESENTATIVE. THE GRANULARMATERIAL SHALL BE LEFT A MINIMUM OF 12" BELOW FINISH GRADE.8. PROVIDE TOPSOIL THAT IS LOOSE, FRIABLE AND SHALL CONTAIN AN ORDINARY AMOUNT OFORGANIC MATTER. IT SHALL CONTAIN NO LUMPS OF SOIL OR ROCKS LARGER THAN 1". ITSHALL BE SUFFICIENTLY FERTILE TO SUSTAIN NORMAL, HEALTHY PLAN GROWTH. PROVIDE AMINIMUM OF 6" OF TOPSOIL IN ALL LAWN AREAS.9. TEST THE TOPSOIL AFTER ROUGH GRADING IS COMPLETE TO DETERMINE THE SOILAMENDMENTS REQUIRED IN ORDER TO PROVIDE A GROWING MEDIUM AS DESCRIBED. SUBMITA COPY OF ANALYSIS AND RECOMMENDATIONS TO THE OWNER'S REPRESENTATIVE FORAPPROVAL.10. UTILIZE A PLANTING MIX OF TWO (2) PARTS TOPSOIL, ONE (1) PART AGED COMPOST, AND ONE(1) PART SAND IN ALL PLANTING BEDS FROM 12" BELOW FINISHED GRADE TO FINISHED GRADE.11. COORDINATE WITH OTHER CONTRACTORS, AS NECESSARY, REGARDING LOCATION ANDTIMING OF INSTALLATION OF PLANT MATERIALS.12. PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN ORNOTED. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT SCHEDULE, THEPLAN SHALL DICTATE.13. PLANT MATERIALS ARE DRAWN AT OR NEAR THEIR MATURE SIZE. UTILIZE THE CENTER POINTOF THE SYMBOL TO DETERMINE PROPER PLANT LAYOUT AND PLACEMENT.14. LAYOUT PLANT LOCATIONS AND PLANTING BED EDGES AND OBTAIN APPROVAL BY THEOWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.15. ALL PLANTS ARE TO MEET OR EXCEED 'AMERICAN STANDARDS FOR NURSERY STOCK,'CURRENT EDITION, BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. ALL PLANTSSHALL BE NURSERY-GROWN UNLESS OTHERWISE NOTED.16. PLACE TYPAR 3301 WEED FABRIC IN ALL PLANTING BEDS.17. PLANT FERTILIZER SHALL BE AGRIFORM (21 GRAM), 20-10-5 BY WEIGHT, APPLIED AT THE RATERECOMMENDED BY SOIL TESTING AND SUITED TO THE SPECIFIED PLANTS.18. PROVIDE BARK MULCH, 3" MINIMUM DEPTH. PROVIDE SOURCE AND SAMPLE FOR APPROVAL BYTHE OWNER'S REPRESENTATIVE.19. TREES LOCATED IN GRASS AREAS TO HAVE BARK MULCH RINGS AS PER DETAILS.20. STAKE AND GUY ALL TREES IMMEDIATELY AFTER PLANTING. THE STABILITY AND PLUMBCONDITIONS OF ALL PLANT STOCK IS THE RESPONSIBILITY OF THE CONTRACTOR THROUGHTHE WARRANTY PERIOD AND THE CONTRACTOR IS LIABLE FOR ANY DAMAGE CAUSED BYINSTABILITY OF ANY PLANT MATERIALS.21. COORDINATE THE PLANTING WITH IRRIGATION SYSTEM LAYOUT. THE OWNER IS NOTRESPONSIBLE FOR DAMAGE CAUSED BY OTHER TRADES WHILE COMPLETING THIS WORK.22. ALL SUBSTITUTIONS AND PLAN CHANGES MUST BE APPROVED BY THE LANDSCAPEARCHITECT. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THEOWNER'S REPRESENTATIVE.23. ANY WORK OR MATERIAL WHICH IN THE OPINION OF THE OWNER'S REPRESENTATIVE DOESNOT MEET THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS WILL BE CAUSE FORREJECTION. ALL REJECTED WORK AND MATERIALS SHALL BE IMMEDIATELY REMOVED,DISPOSED AND REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.24. BEGIN MAINTENANCE AFTER EACH PLANT HAS BEEN INSTALLED AND CONTINUE UNTIL FINALACCEPTANCE BY THE OWNER'S REPRESENTATIVE. MAINTENANCE INCLUDES WATERING,PRUNING, WEEDING, MULCHING, REPLACEMENT OF SICK OR DEAD PLANTS AND ANY OTHERCARE NECESSARY FOR THE PROPER GROWTH OF PLANT STOCK.25. DURING THE COURSE OF THIS WORK, REMOVE EXCESS WASTE MATERIAL DAILY FROM THESITE AND UPON COMPLETION OF ALL WORK.26. UPON COMPLETION OF ALL LANDSCAPING, A SUBSTANTIAL COMPLETION WALK-THROUGH OFTHE WORK WILL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVEFOR SCHEDULING THE WALK-THROUGH AT LEAST SEVEN (7) DAYS PRIOR O THE ANTICIPATEDDATE.27. WARRANTY ALL PLANT STOCK AND WORKMANSHIP FOR 12 MONTHS FROM THE DATE OF FINALACCEPTANCE. REPLACEMENT PLANTS SHALL BE WARRANTED FOR AN ADDITIONAL 90 DAYS.28. THE CONTRACTOR SHALL NOT BE RESPONSIBLE AT ANY TIME TO REPLACE OR HONOR ANYWARRANTY FOR THE LOSS OF ANY TREES, PLANTS, GROUND COVERS OR SOD CAUSED BYFIRE, FLOODS, LIGHTNING, WINDS ABOVE 70 MILES PER HOUR OR ANY OTHER NATURALDISASTER, NOR SHALL THE CONTRACTOR BE HELD RESPONSIBLE FOR ACTS OF VANDALISMOR NEGLIGENCE ON THE PART OF THE OWNER.29. PROVIDE TO THE OWNER'S REPRESENTATIVE A WRITTEN ANNUAL MAINTENANCE PROGRAMTO PROPERLY CARE FOR AND MAINTAIN THE LANDSCAPING. INCLUDE CONTACT INFORMATIONREGARDING THE INSTALLERS AND SUPPLIERS OF THE MATERIALS ALONG WITH A WARRANTYCERTIFICATE.1. PROVIDE TO THE OWNER'S REPRESENTATIVE,CERTIFICATES FOR THE SEED MIXTURES. THESEEDING CERTIFICATE SHALL IDENTIFY THE SPECIESAND PERCENTAGES, GERMINATION PERCENTAGES,WEED PERCENTAGES AND INERT MATTER.2. SEED MIX #1:60% KENTUCKY BLUEGRASS25% PERENNIAL RYEGRASS15% CREEPING RED FESCUEDRILL @ 4-5# / 1,000 SFBROADCAST @ 8-10# / 1,000 SF3. SEED MIX #2:35% DURAR HARD FESCUE35% SHEEP FESCUE15% TURF-TYPE TALL FESCUE15% CANADA BLUEGRASSDRILL @ 10-15# / ACREBROADCAST @ 20-30# / ACRE4. SEED MIX #325% GREEN NEEDLEGRASS20% WESTERN WHEATGRASS20% THICKSPIKE WHEATGRASS15% SLENDER WHEATGRASS13% MOUNTAIN BROM 5% SECAR BLUEBUNCH WHEATGRASS 2% BLUE FLAXDRILL @ 8-10# / ACREBROADCAST @ 16-20# / ACRE5. COMPOST: PROVIDE WELL-COMPOSTED, STABLE ANDWEED-FREE ORGANIC MATTER,. APPROVED SOURCESOF COMPOST ARE GLACIER GOLD: 406-881-3033; EKOCOMPOST 406-721-4123; BIG BUTTE COMPOST:406-782-0190; EARTH SYSTEMS COMPOST:406-582-0660; OR ROCKY MOUNTAIN COMPOST:406-245-4817.6. PROVIDE COMMERCIAL-GRADE FERTILIZER OFNEUTRAL CHARACTER WITH BOTH FAST ANDSLOW-RELEASE NITROGEN. PROVIDE COMPOSITIONAND WEIGHTS BASED UPON SOIL TEST RESULTS.7. LOOSEN SUBGRADES TO A DEPTH OF 8 INCHES.REMOVE ANY STONES LARGER THAN 1 INCH. SPREAD4 INCHES OF TOPSOIL AND 2 INCHES OF COMPOST ANDROTOTILL COMPOST INTO TOPSOIL FOR A TOTAL SEEDBED PROFILE OF 6 INCHES.8. FINISH GRADE AGAINST EDGING OR PAVEMENT TOALLOW FOR THICKNESS OF SOD OR SEED.9. DRILL SEED MIXES WITH A DRILL SEEDER WITH ASPACING THAT DOES NOT EXCEED 3-1/2 INCHES.10. IF AREAS ARE UNABLE TO BE DRILL SEEDED,BROADCAST SEED AND RAKE INTO SOIL. BROADCASTSEED AT DOUBLE THE RATE SPECIFIED.11. HYDROMULCH OVER ALL DRILL SEEDED AREAS ANDROLL UNTIL SMOOTH.12. CONTRACTOR IS RESPONSIBLE FOR ALL LAWNMAINTENANCE FOR 90 DAYS AFTER SUBSTANTIALCOMPLETION.13. CONTRACTOR IS RESPONSIBLE FOR WEED CONTROLOVER ALL NEWLY SEEDED AREAS FOR THE FIRST FULLGROWING SEASON.SEEDING NOTESWOOD POST7NOT TO SCALE3'-6"2' MAX. 5'-6"WOOD POST PLACEMENT8NOT TO SCALE2.00, TYP.LOT ALOT BOPEN SPACEWOOD POST,SET WITH CENTERPOINTON PROPERTY LINEPROPERTYLINE(S) , TYP.PROPERTY PININTERNAL LOTS2.00, TYP. OPEN SPACE LOT AOPEN SPACEWOOD POST,SET WITH CENTERPOINTON PROPERTY LINEPROPERTYLINE(S) , TYP.PROPERTY PINCORNER LOTSFINISH GRADE4"x4" PRESSURE-TREATED(AWPA CAT. UC4A)WOOD POST,L3.18DECIDUOUS TREE1NOT TO SCALEPLANTING SOIL MIX, AS SPECIFIEDREMOVE BURLAP FROM TOP THIRD OFROOTBALL, CUT WIRE BASKET IN FOUR PLACESAND FOLD DOWN 8 INCHESPROVIDE 6" MIN. CLEARANCE BETWEEN BALL &PIT WALLS. ALL WALLS SHALL BE FRACTURED &UNGLAZEDTREE GUARD LARGE SIZEKRAFT PAPER TREE WRAP, REMOVE AT THEEND OF THE WARRANTY PERIOD.PRUNE AS SPECIFIED TO RETAIN NATURALFORMANCHOR STAKING IS OPTIONAL. UTILIZE FLAT,GROMMETED STRAPS THAT LIE FLAT AGAINSTTHE TRUNK. TIE STRAPS BACK TO WOOD ORMETAL POSTS. PLACE CAPS ON METAL POSTSFOR SAFETY. PLACE POSTS AT LEAST 3 INCHESFROM THE OUTSIDE EDGE OF THE ROOTBALL.* PLANT ALL TREES TO HAVE THE SAMERELATIONSHIP TO FINISH GRADE ASORIGINALLY GROWN IN THE NURSERY.3" CHIPPED WOOD; LOCAL ORIGIN OF CHIPS;HEALTHY TREES ONLY, 3'-0" DIA. IN LAWNAREAS, TYPICAL3X THE WIDESTDIMENSION OF THEROOT BALLSHRUB3NOT TO SCALEFINISH GRADE6" MIN. CLEARANCENOTE:PROVIDE 2 AGRI-FORM TABLETSPER SHRUBPRUNE AS SPECIFIED, TO RETAINNATURAL PLANT FORM.WEED BARRIER FABRICPLANTING MIX, AS SPECIFIED.PLANTING DEPTH TO MATCH FINISHGRADE.TOPSOILREMOVE CONTAINER BEFOREPLANTING. TAKE CARE TO NOTDISTURB ROOTBALL. BOTTOMAND SIDES OF PIT WALL SHALL BEFRACTURED AND UNGLAZED.TYPE OF MULCH AND DEPTH ASSPECIFIED. PULL MULCH 2" AWAYFROM TRUNK.6" MIN. CLEARANCENOTE:PROVIDE 1 AGRI-FORM TABLETPER PERENNIALPLANTING SOIL, AS SPECIFIEDREMOVE CONTAINER BEFOREPLANTING. TAKE CARE TO NOTDISTURB ROOTBALL. BOTTOM ANDSIDES OF PIT WALL SHALL BEFRACTURED AND UNGLAZED.TYPE OF MULCH AND DEPTH ASSPECIFIED. PULL MULCH 2" AWAYFROM STEMS.WEED BARRIER FABRIC, AS SPECIFIEDORNAMENTAL GRASSPLANTING4NOT TO SCALEMETAL EDGE & MULCH5NOT TO SCALEFINISH GRADE, LAWN8" STAPLES TO ANCHOR WEEDBARRIER AT 3' O.C.; 12" O.C. AT SEAMSAS REQUIREDBARK MULCH AT 3" DEPTHTYPAR 33013/16" X 5-1/2" ALUMINUM EDGING, MILLFINISH. INSTALL ACCORDING TOMANUFACTURER'S SPECIFICATIONS3"1/2"BOULDER PLACEMENT6NOT TO SCALE2' MIN.- 3' MAX 2' MIN. - 3' MAX.LOCALLY AVAILABLE BOULDER,BURY 13 OF DIAMETER BELOWTHE SURFACECONIFEROUS TREE2NOT TO SCALEPLANTING SOIL MIX, AS SPECIFIED.ANCHOR STAKING IS OPTIONAL. UTILIZE FLAT,GROMMETED STRAPS THAT LIE FLAT AGAINSTTHE TRUNK. TIE STRAPS BACK TO (3) WOODOR METAL POSTS. PLACE CAPS ON METALPOSTS FOR SAFETY. PLACE POSTS AT LEAST 3INCHES FROM THE OUTSIDE EDGE OF THEROOTBALL.FINISHGRADE* PLANT ALL TREES TO HAVE THE SAMERELATIONSHIP TO FINISH GRADE ASORIGINALLY GROWN IN THE NURSERY.PRUNE AS SPECIFIED TO RETAIN NATURALFORM3" CHIPPED WOOD; LOCAL ORGIN OF CHIPS,HEALTHY TREES ONLY, 3'-0" DIA. IN LAWNAREAS, TYPICALPROVIDE 6" MIN. CLEARANCE BETWEEN BALLAND PIT WALLS; ALL PIT WALLS SHALL BEFRACTURED AND UNGLAZEDREMOVE BURLAP FROM TOP THIRD OFROOTBALL; CUT WIRE BASKET IN FOURPLACES AND FOLD DOWN 8"3x THE WIDEST DIMENSIONOF THE ROOT BALLL3.18 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SSSSSS SSSSSS SSSSSSSS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W WWWWWWWW WWWWWWWWWWWWSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSD SD SD SDSDSD SD 11111111111111111111111111111111111A1A1A1A1A1A3.03.03.03.03.03.03.03.03.03.01.51.51.53.03.03.03.03.03.03.03.03.03.0DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2015 PEAKS TO PLAINS DESIGN, P.C.14041_IR_P5 P6.DWGLANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPCL4.11404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 5 & 6 OPEN SPACE OPEN SPACEPHASE 5IRRIGATION PLAN - WEST 1PHASE 5 OPEN SPACE IRRIGATION PLAN - WEST1SCALE: 1" = 30'1"20.945B23.643B22.742B13.440B291.5"L4.410L4.47L4.44L4.4L4.4L4.41.5"1.5"1"1"1"MATCHLINE 1 / L4.1 MATCHLINE 1 / L4.2 MATCHLINE 1 / L4.1 MATCHLINE 1 / L4.21"3344B3341BWESTGATE AVEVAUGHN DRIVEPHASE 4PHASE 5PHASE 4PHASE 5PHASE 4PHASE 51.5"1"1"1"1.5"1"L4.45IRRIGATION LATERALS PLACED HERE FORGRAPHIC CLARITY. PLACE LATERAL INRIGHT-OF-WAY, BETWEEN BACK OFSIDEWALK AND LOT LINE.PHASE 5 OPEN SPACE IRRIGATION NARRATIVEALL PHASE 5 OPEN SPACE AREAS ARE IRRIGATED USING WATER FROM WELL SOURCE THAT IS LOCATED IN PHASE 2. THE IRRIGATION STRATEGY IS TO REDUCEWATER CONSUMPTION BY UTILIZING BOTH EFFICIENT IRRIGATION PRODUCTS AND TECHNOLOGY. EFFICIENT IRRIGATION PRODUCTS INCLUDES THE USE OFPRODUCTS SUCH AS PRESSURE REGULATORS AND MATCHED-PRECIPITATION SPRAY HEADS. THE TECHNOLOGY IMPLEMENTED IN INCLUDES THE USE OF ARAIN/FREEZE SENSOR THAT WILL SHUT OFF THE IRRIGATION SYSTEM DURING RAIN EVENTS, AS WELL AS A CONTROLLER THAT ALLOWS FOR SEASONALWATERING ADJUSTMENT.WATER CONSUMPTION CALCULATIONTHE CALCULATION FOR WATER CONSUMPTION ACCOUNTS FOR MONTHLY PRECIPITATION AVERAGES AND AVERAGE EVAPOTRANSPIRATION RATES FOR THEREGION. WEATHER SENSORS ARE INTEGRATED INTO THE IRRIGATION SYSTEM TO REDUCE UNNECESSARY APPLICATIONS OF WATER.ESTIMATED WATER CONSUMPTION FOR ALL PHASE 5 OPEN SPACE: 371,971 GALLONS PER YEAR6" PVC SLEEVE, TYP.HERSTAL WAY LEIDEN LN LEIDEN LNNOTES:1. ALL SPRAYS ARE HUNTER PROS-06-PRS30-CV-8AUNLESS NOTED OTHERWISE ON THE PLAN.2. ALL MP ROTATORS ARE MP30000, UNLESS NOTEDOTHERWISE ON THE PLAN.3. ALL LINE CROSSINGS BENEATH PAVEMENT AREASREQUIRE A 6" PVC SLEEVE.IRRIGATION HEAD LABELS:PROS-06-PRS40-CV-MP1000PROS-12-PRS40-CV-MP1000PROS-06-PRS40-CV-MP2000PROS-12-PRS40-CV-MP2000I-20-06-PRB-1.5I-20-06-PRB-3.011A22A1.53.0L4.48 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWW W WWWWWWWWWWWWW SDSDSDSDSDSDSDSDSD 11111111111111111111111111111111111111111111111111.53.03.03.03.03.03.03.03.03.03.03.03.03.03.03.01.53.0DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2015 PEAKS TO PLAINS DESIGN, P.C.14041_IR_P5 P6.DWGLANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPCL4.21404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 5 & 6 OPEN SPACE OPEN SPACEPHASE 5IRRIGATION PLAN - EASTPHASE 5 OPEN SPACE IRRIGATION PLAN - EAST1SCALE: 1" = 30'19.938B18.534B23.331B21.132B22.433B21.135B23.637BMATCHLINE 1 / L4.1MATCHLINE 1 / L4.2 MATCHLINE 1 / L4.1MATCHLINE 1 / L4.2L4.47L4.49L4.44L4.41L4.431.5"1"1"1"1"MAINLINE CONTINUES INTO PHASE 6OPEN SPACE, SEE SHEET L4.32739B19.536BVAUGHN DRIVEPHASE 4PHASE 5PHASE 4PHASE 5PHASE 5 PHASE 6 PHASE 5 PHASE 6 LAUREL PARKWAY1.5"1.5"1"1"1"L4.456" PVC SLEEVE, TYP.VAHL WAYLEIDEN LN VAHL WAYMAINLINE AND VALVES DRAWNHERE FOR GRAPHIC CLARITY.PLACE IN WEST BOULEVARDUSING SLEEVES, AS INDICATEDNOTES:1. ALL SPRAYS ARE HUNTER PROS-06-PRS30-CV-8AUNLESS NOTED OTHERWISE ON THE PLAN.2. ALL MP ROTATORS ARE MP30000, UNLESS NOTEDOTHERWISE ON THE PLAN.3. ALL LINE CROSSINGS BENEATH PAVEMENT AREASREQUIRE A 6" PVC SLEEVE.IRRIGATION HEAD LABELS:PROS-06-PRS40-CV-MP1000PROS-12-PRS40-CV-MP1000PROS-06-PRS40-CV-MP2000PROS-12-PRS40-CV-MP2000I-20-06-PRB-1.5I-20-06-PRB-3.011A22A1.53.01.5"1.5"LATERALDRAWN HEREFOR GRAPHICCLARITY. PLACEIN BOULEVARD1"1"1"1"L4.48L4.461.5"1"1.5"1"1"1"CONNECT TO EX. WELL 2(B) MAINLINE.PLACE MAINLINE BOULEVARD, USINGSLEEVES AS INDICATED. ADD ZONESTO WELL 2(B) CONTROLLER, LOCATEDIN PHASE 2 OPEN SPACE. SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS W W W WWWWWWWWWWWWWWW W W W W W W W W WW WWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD 111111111111111111111111111111111111112222222222222222222A2A2A2A2A2A2A2A3.03.03.03.03.03.03.03.03.03.03.03.01.5DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2015 PEAKS TO PLAINS DESIGN, P.C.14041_IR_P5 P6.DWGLANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPCL4.31404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 5 & 6 OPEN SPACE OPEN SPACEPHASE 6IRRIGATION PLANPHASE 6 OPEN SPACE IRRIGATION PLAN1SCALE: 1" = 30'2149B1. VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, INCLUDING PLANTING,GRADING, BUILDING CONSTRUCTION, WATER DEVELOPMENT, AND SUPPLY,PRIOR TO COMMENCEMENT OF WORK. NOTE ANY SLEEVES AND IRRIGATIONSTUBS FOR FUTURE WORK.2. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES, CONDUITS, ANDSTRUCTURES. ANY DAMAGE INCURRED IS THE CONTRACTOR'SRESPONSIBILITY AT NO ADDITIONAL COST TO THE OWNER.3. THE IRRIGATION CONTRACT INCLUDES THE SUPPLY AND INSTALLATION OF ALLMATERIALS AND EQUIPMENT FOR A COMPLETE, AUTOMATIC IRRIGATIONSYSTEM. ANY ITEMS REQUIRED TO CONFORM WITH SUCH INTENT ARECONSIDERED TO BE INCIDENTAL TO THE WORK.4. THE IRRIGATION PLAN IS SCHEMATIC. FIELD-VERIFY ALL DIMENSIONS,EXISTING, AND PROPOSED CONDITIONS, AS REQUIRED TO PROVIDE ONECOMPLETE AND OPERABLE SYSTEM.5. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUS OBSTRUCTIONS,GRADE CHANGES AND SITE GEOMETRY EXIST. SUCH DIFFERENCES SHALL BEREPORTED TO THE OWNER'S REPRESENTATIVE. IN THE EVENT NOTIFICATIONIS NOT MADE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANYNECESSARY REVISIONS.6. REFER TO LANDSCAPE AND CIVIL PLANS WHEN LAYING OUT HEAD PLACEMENTAND TRENCHING.7. CONFORM TO ALL LOCAL CODES REGARDING INSTALLATION.8. IRRIGATION DESIGN IS BASED UPON HAVING 40 PSI AND 35 GPM AVAILABLE ATTHE FURTHEST HEAD. VERIFY THE ACTUAL PSI AND GPM AVAILABILITY ANDCOMPATIBILITY WITH THE WATER SOURCE PRIOR TO INSTALLATION.9. PROVIDE PVC IRRIGATION PIPE, 2-1/2" SIZE OR SMALLER IN CLASS 200 I.P.S.;PROVIDE 3" SIZE PIPE AND LARGER IN SCHEDULE 40.10. PROVIDE 6 INCH DIAMETER SCHEDULE 40 PVC FOR ALL ELECTRICAL ANDIRRIGATION SLEEVES LOCATED UNDER PAVEMENT.11. PROVIDE UF-14-1 DIRECT BURIAL CABLE WIRING FROM THE IRRIGATIONCONTROLLER TO REMOTE CONTROL VALVES. RUNS IN EXCESS OF 800 FEETSHALL BE 12 GAUGE. PLACE ALL WIRE SPLICES IN VALVE BOXES AND MAKECONNECTIONS WITH A DIRECT BURY SPLICE KIT. PROVIDE SLEEVES FORWIRING UNDER ALL PAVED AREAS.12. BURY ALL MAINLINE PIPE WITH A MINIMUM COVER OF 18 INCHES. BURY ALLLATERAL PIPE WITH A MINIMUM COVER OF 12 INCHES. PULLING OF PIPE 2 INCHDIAMETER OR LESS IS ACCEPTABLE, PROVIDING DEPTHS ARE ACHIEVED.13. SLOPE MAINLINE TO DRAIN.14. LIMIT THE USE OF FITTINGS AND INSTALL LINE SIZE FITTINGS TO ENSUREMINIMUM FRICTION LOSS IN SYSTEM.15. LOCATE HEADS APPROXIMATELY 2 INCHES FROM PROPOSED CURBS, WALKSAND MOWING EDGES.16. CONNECT ALL SPRAY HEADS TO LATERAL PIPES USING FUNNY PIPE, CONNECTALL ROTORS TO LATERAL PIPES WITH PVC SWING JOINTS.17. LOCATE SPRINKLER HEADS TO AVOID OBSTRUCTIONS THAT WILL LIMIT RADIUSOF COVERAGE, CAUSE DRY SPOTS, OVER SPRAY ON BUILDINGS, STRUCTURESAND PAVEMENTS OR OTHER WATER DAMAGE.18. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THELANDSCAPE ARCHITECT.19. ALL VALVES TO BE INSTALLED IN RECTANGULAR VALVE BOXES OF PROPERSIZE, DEPTH AND GRADE. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED.20. VERIFY WITH THE OWNER'S REPRESENTATIVE, THE FINAL LOCATION OF THECONTROLLER, BACKFLOW PREVENTER AND CONNECTION TO WATER SOURCETO MEET FIELD CONDITIONS. COORDINATE INSTALLATION WITH OWNER'SREPRESENTATIVE AND OTHER TRADES.21. FINAL BALANCE AND ADJUST THE COMPLETE IRRIGATION SYSTEM, INCLUDINGSPRAY HEADS, ROTORS AND DRIP LINES FOR PROPER OPERATION.22. CONTRACTOR IS RESPONSIBLE FOR PERFORMING FIRST-YEAR WINTERIZATIONAND SPRING START-UP PRIOR TO MAY 1ST, DURING THE ONE-YEAR WARRANTYPERIOD.23. FINAL INSPECTION: DEMONSTRATE THE ENTIRE SYSTEM IN OPERATION TO THEOWNER'S REPRESENTATIVE, PROVING THAT ALL REMOVE CONTROL VALVESARE PROPERLY FUNCTIONING, THAT ALL HEADS AND EMITTERS ARE PROPERTYADJUSTED FOR RADIUS, ARC OF COVERAGE AND EMITTER LOCATION AS ITRELATES TO INDIVIDUAL PLANTS.24. PRIOR TO FINAL PAYMENT THE CONTRACTOR SHALL PROVIDE TO THE OWNER'SREPRESENTATIVE AN AS-BUILT PLAN AND OWNER'S MANUALS. DURING THECOURSE OF THE INSTALLATION, THE CONTRACTOR MUST RECORD ALLCHANGES MADE TO THE IRRIGATION SYSTEM. THE CHANGES MUST BE MADE INRED ON THE ORIGINAL PLAN.25. WARRANTY THE IRRIGATION SYSTEM FOR A PERIOD OF ONE-YEAR FROM THEDATE OF SUBSTANTIAL COMPLETION. ANY SETTLEMENT THAT OCCURS DURINGTHIS TIME WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.IRRIGATION NOTES4.147BIRRIGATION LEGENDSYMBOLDESCRIPTIONSIZEMANUF.MODEL #POP-UP SPRAY HEADS6"HUNTERPROS-06-PRS30-CV-8AMP-ROTATOR HEADS6"HUNTERPROS-06-PRS40-CV-MP1000-90,210; -MP2000-90,210,360; -MP3000-90,210MP-ROTATOR HEADS12"HUNTERPROS-12-PRS40-CV-MP1000-90; -MP2000-90,210ROTOR HEADS6"HUNTERI-20-06-PRB-1.5, 3.0ELECTRIC CONTROL VALVE1", 1.5"HUNTERICV-101G, ICV151GQUICK COUPLER VALVE1"HUNTERHQ-44RCMANUAL ISOLATION VALVE 2"MATCO757T08NO SYMBOLDECODER1-STATIONHUNTER DUAL-1MAINLINE DRAIN1"NIBCON00116DLATERAL LINEAS INDICATEDCLASS 200 PVCMAINLINE2"CLASS 200 PVCSLEEVE LINES6"SCHEDULE 40 PVCCONTROLLER LETTERGALLONS PER MINUTE (GPM)ZONE STATION NUMBER1.5NOZZLE NUMBERIRRIGATION HEADDETAIL NUMBERSHEET NUMBER305D8IR2NOTES:1. ALL SPRAYS ARE HUNTER PROS-06-PRS30-CV-8AUNLESS NOTED OTHERWISE ON THE PLAN.2. ALL MP ROTATORS ARE MP30000, UNLESS NOTEDOTHERWISE ON THE PLAN.3. ALL LINE CROSSINGS BENEATH PAVEMENT AREASREQUIRE A 6" PVC SLEEVE.4. FOR PHASE 6 PARK AREA IRRIGATION PLAN, REFERTO SHEET L1.3 OF PARK AREA DRAWINGS(SEPARATE).IRRIGATION HEAD LABELS:PROS-06-PRS40-CV-MP1000PROS-12-PRS40-CV-MP1000PROS-06-PRS40-CV-MP2000PROS-12-PRS40-CV-MP2000I-20-06-PRB-1.5I-20-06-PRB-3.011A22A1.5"L4.421"L4.41L4.49L4.47L4.4816.548B31.146BVAUGHN DRIVEPHASE 5PHASE 6 PHASE 5PHASE 61.5"1.5"1"1"1.53.0L4.45PHASE 6 OPEN SPACE IRRIGATION NARRATIVEALL PHASE 6 OPEN SPACE AREAS ARE IRRIGATED USING WATER FROM WELL SOURCE THAT IS LOCATED IN PHASE 2. THE IRRIGATION STRATEGY IS TO REDUCEWATER CONSUMPTION BY UTILIZING BOTH EFFICIENT IRRIGATION PRODUCTS AND TECHNOLOGY. EFFICIENT IRRIGATION PRODUCTS INCLUDES THE USE OFPRESSURE REGULATORS AND MATCHED-PRECIPITATION SPRAY HEADS. THE TECHNOLOGY IMPLEMENTED IN INCLUDES THE USE OF A RAIN/FREEZE SENSORTHAT WILL SHUT OFF THE IRRIGATION SYSTEM DURING RAIN EVENTS, AS WELL AS A CONTROLLER THAT ALLOWS FOR SEASONAL WATERING ADJUSTMENT.WATER CONSUMPTION CALCULATIONTHE CALCULATION FOR WATER CONSUMPTION ACCOUNTS FOR MONTHLY PRECIPITATION AVERAGES AND AVERAGE EVAPOTRANSPIRATION RATES FOR THEREGION. WEATHER SENSORS ARE INTEGRATED INTO THE IRRIGATION SYSTEM TO REDUCE UNNECESSARY APPLICATIONS OF WATER.ESTIMATED WATER CONSUMPTION FOR ALL PHASE 6 OPEN SPACE: 96,885 GALLONS PER YEARIRRIGATION LATERALS PLACED HERE FORGRAPHIC CLARITY. PLACE LATERALS INRIGHT-OF-WAY, BETWEEN BACK OFSIDEWALK AND LOT LINE.1"1"6" PVC SLEEVE, TYP.DEBOUR LANEPARK AREA, SEEPARK AREADRAWINGS,SHEET L1.3L4.44PARK AREA, SEEPARK AREADRAWINGS,SHEET L1.3 6-INCH POP-UP SPRAYHEAD3NOT TO SCALEFINISH GRADEFUNNY PIPE; 12-INCH LENGTH12" MALE NPT X .490 INCHBARB ELBOW6" POP-UP SPRAY HEADW/ADJUSTABLE RADIUS NOZZLEPVC LATERAL PIPE12" MALE NPT X .490 INCHBARB ELBOWLATERAL TEE OR ELLFINISHED GRADEMP ROTATOR NOZZLEPRS40 SPRAY BODY WITHFACTORY-INSTALLED DRAINCHECK VALVE1/2" MALE INLET X 1/2 " BARBED ELBOW12" LENGTH FUNNY PIPELATERAL TEE OR ELLLATERAL PIPE6-INCH MP ROTATOR HEAD1NOT TO SCALEELECTRIC CONTROL VALVE4NOT TO SCALEISOLATION BALL VALVE6NOT TO SCALEFIN. GRADERECTANGULAR VALVE BOXLINE SIZE BALLVALVE, SEESPECIFICATIONSMAIN LINESCHEDULE 80PVC UNIONS6" DEPTH WASHED 34" ROCK18" MIN.QUICK COUPLING VALVE7NOT TO SCALEFINISH GRADEQUICK COUPLING VALVE IN A ROUND ORRECTANGULAR VALVE BOXSCHEDULE 80 PVC THREADEDNIPPLES; LENGTH AS REQUIREDSCHEDULE 40 PVCFITTINGS, TYPICALMAINLINEPIPEMODEL DUAL-1 DECODERJACKETED ID WIRE PATH FROMCONTROLLER ALLOW 5 ft/1.5MSLACK PER DECODER/1/2 ONEITHER SIDE OF DECODERDBR\Y-6 (2)DBY (2)TWISTED TO NEXT DECODERJACKETED ID WIRE PATHTWO BLACK WIRES TO VALVESOLENOID/UP TO 100FT/30MNOTE: All DUAL-1 DECODERS SHALL HAVE THEFOLLOWING ADDRESS AND CORRESPONDINGCOLORADDRESS 1 = BlackDUAL-1 DECODER8NOT TO SCALE11 REMOTE CONTROL VALVEFINISH GRADE/TOP OFMULCHRECTANGULAR VALVE BOX'3M' DBY WATERPROOFCONNECTORS OR EQUALPVC SCH 80 NIPPLE (CLOSE)PVC SCH 40 ELLPVC SCH 80 NIPPLE (LENGTH ASREQUIRED)BLOCK (1 OF 4)PVC SCH 80 NIPPLE (2-INCHLENGTH, HIDDEN) AND SCH 40 ELLPVC SCH 40 TEE OR ELLPVC SCH 40 MALE ADAPTERPVC LATERAL PIPEPVC MAINLINE PIPE3" DEPTH, 34" WASHED ROCK3" MIN LAMINATED TAG W/ ZONE NUMBERWIRE TO SOLENOIDDUAL-1 DECODERCOMMUNICATION WIRETO NEXT DEVICE(DECODER, SENSORDECODER, LINE SURGEPROTECTOR ORCONTROLLER)L4.48TRENCH & BEDDINGNOT TO SCALEPLANS120V WIREFINISH GRADECONDUITPLANMAINLINEBEDDINGLATERALSECTIONCONDUITDIRECT BURY PLANLATERALLATERAL PIPESNAKE ALLSECTIONSFINISH GRADEDIRECT BURYLOOPTIESSECTIONFINISH GRADEIN TRENCHTAPE & BUNDLE ALL WIRING AT 10 FT. INTERVALS.MAKE ALL SPLICES IN VALVE BOXES & LOCATE ONAS-BUILT PLANS. TIE A LOOSE 20 FT. LOOP INWIRING AT ALL CHANGES IN DIRECTION GREATERTHAT 30 DEGREES. UNTIE ALL LOOPS AFTERMAKING CONNECTIONS.INSTALL ALL 120V. WIRING IN CONDUIT. PLACE ALLWIRING UNDER PAVEMENT AND THROUGH SLEEVESIN CONDUIT.IN CONDUITCONTRACTOR HAS THE OPTION TO TRENCHOR PULL P.E. DRIP LATERAL LINES, PROVIDEDA MINIMUM COVER OF 10" CAN BEGUARANTEED.18"12"18"12"18"18"PRS30 SPRAY BODY WITHFACTORY-INSTALLED DRAINCHECK VALVE12-INCH MP ROTATOR HEAD2NOT TO SCALEDESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2015 PEAKS TO PLAINS DESIGN, P.C.14041_IR_P5 P6.DWGLANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPCL4.41404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 5 & 6 OPEN SPACE & NOTESIRRIGATION DETAILS PVC LATERAL PIPEPVC SCH 40 TEE OR ELLFINISH GRADE/TOP OF MULCH12-INCH POP-UP PRS40 SPRAYBODY WITH FACTORY-INSTALLED DRAINCHECKVALVESWING PIPE, 12-INCH LENGTH1/2-INCH MALE NPT X .490INCH BARB ELBOW1/2-INCH MALE NPT X .490INCH BARB ELBOWMAIN LINE DRAINNOT TO SCALEMAIN LINE W/1"THREADED TEE ONBOTTOM10" ROUND VALVEBOX3/4" WASHEDAGGREGATECOMPACTEDSOIL4" PVC, RISERLENGTH ASREQUIREDSUPAC 4NP CLOTH,TURN DOWN ATENDSDRY WELL W/MIN. 1 CY OF1-1/2" WASHED AGGREGATE1" GATE VALVEPVC SCH 80 FITTINGS &SCH 80 THREADEDNIPPLES3" MIN.3" MIN.9ROTOR HEAD5NOT TO SCALETO GRADE WHEN TURFIS ESTABLISHEDHEAD AS SHOWN; SETGEAR DRIVEN ROTARYFINISH GRADESCH 80 UNITIZED PVC SWINGJOINT, 12" LENGTHPVC LATERAL PIPESCH 40 PVC TEE ORELL45° MAX10 EWNG NG NGNGNG NG NG NG ©COPYRIGHT MORRISON-MAIERLE, INC.,2018 PLOTTED DATE: Jan/15/2018 PLOTTED BY: cole norsworthy DRAWING NAME: N:\5352\009\ACAD\Survey\PPLAT\5352009--PHASE5-PREPLAT-PLOT.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE: CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 51THE LAKES GALLATIN 5352.009 1"= 500' 1/2018 JCW CHN MMI 5E 2S 9NW SITUATED IN THE NE1/4NW1/4 AND IN THE NW1/4NE1/4 OF SECTION 9, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. PRELIMINARY PLAT OWNER KS DevCor, INC. 2880 Technology Blvd. West Bozeman, MT 59718 Bozeman Investment Holdings, LLC. 2880 Technology Blvd. West Bozeman, MT 59718 ZONING CITY OF BOZEMAN R-1 THE LAKES AT VALLEY WEST - PHASE 5 & PHASE 6 I, Jon C. Wilkinson, Montana Professional Land Surveyor License No. 16411LS, hereby certify that the Final Plat of The Lakes at Valley West Phase 5 and Phase 6 was surveyed under my supervision between January 2018 and July 2018, and platted the same as shown on the accompanying plat and as described in accordance with the provisions of the Montana Subdivision and Platting Act, §76-3-101 through §76-3-625, M.C.A., and the Bozeman Unified Development Ordinance. I further certify that monuments which have not been set by the filing date of this instrument will be set by July 2018, due to public improvements construction pursuant to 24.183.1101(1)(d) A.R.M. Dated this___________day of_________________, 2018. ________________________________________________________ Jon C. Wilkinson, PLS, CFedS MT Reg. #16411LS Morrison-Maierle, Inc. KS DEVCOR, INC. By: ________________________________________________________________________________ ___________________________, President Dated State of ____________________________________ County of ___________________________________ On this ________________ day of ___________________________, 2018, before me, the undersigned Notary Public for the State of _____________________ personally appeared _______________________, known to me to be the President of KS DevCor, Inc. and acknowledged to me that said Inc. executed the same. Notary Public in and for the State of ___________________ Printed Name _____________________________________ Residing at _______________________________________ My commission expires _____________________________ CERTIFICATE OF COMPLETION OF IMPROVEMENTS I, _______________________ I, ______________________ and I, James R. Nickelson, 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 Conditions of Approval of the Final Plat of The Lakes at Valley West Phase 5 and Phase 6, have been installed in conformance with the approved plans and specifications, or financially guaranteed and covered by the improvements agreement accompanying this plat. Installed Improvements: None Financially Guaranteed Improvements: 1.Street Improvements 2.Sewer & Water Improvements 3.Storm Water Improvements 4.Sidewalk Improvements 5.Open Space Improvements 6.Park Improvements The subdivider hereby warrants against defects in these improvements for a period of two years from the date of acceptance by the City of Bozeman. The subdivider grants possession of all public infrastructure improvements to the City of Bozeman and the City hereby accepts possession of all public infrastructure improvements, subject to the above indicated warranty. ________________________________________ _________________________ ____________________, President Dated KS DevCor, Inc. _________________________________________ _________________________ ___________________, Authorized Representative Dated Bozeman Investment Holdings, LLC __________________________________________________________________ James R. Nickelson, No. 9063PE Dated Morrison Maierle, Inc. __________________________________________________________________ Craig Woolard, Director of Public Works Dated City of Bozeman, Montana I, Craig Woolard, Director of Public Works, City of Bozeman, Montana, do hereby certify that the accompanying plat has been duly examined and has found the same to conform to the law, approve it, and hereby accept the dedication to the City of Bozeman for the public use of any and all lands shown on the plat as being dedicated to such use. Dated this __________ day of ____________________, 2018. ________________________________________ Craig Woolard Director of Public Works City of Bozeman, Montana I, Kimberly Buchanan, Treasurer of Gallatin County, Montana, do hereby certify that the accompanying plat has been duly examined and that all real property taxes and special assessments assessed and levied on the land to being divided have been paid. Dated this __________ day of ____________________, 2018. ________________________________________ Kimberly Buchanan Treasurer Gallatin County, Montana _________________________________________ Tax ID No. _________________________________________ Tax ID No. CERTIFICATE OF COUNTY TREASURER I, Charlotte Mills, Clerk and Recorder of Gallatin County, Montana, do hereby certify that the foregoing instrument was filed in my office at _______ o'clock, __________(a.m., or p.m.), this _________ day of ______________, 2016, and recorded in Book ______ of Plats on page __________, and Document # ____________________, Records of the Clerk and Recorder, Gallatin County, Montana. Dated this __________ day of ____________________, 2018. ________________________________________ Charlotte Mills Clerk and Recorder Gallatin County, Montana CERTIFICATE OF CLERK AND RECORDER The Lakes at Valley West-Phase 5 & Phase 6, Gallatin County, Montana, is within the City of Bozeman, Montana, a first class municipality, and with the planning area of the Bozeman growth policy which was adopted pursuant to Section 76-1-601 et seq., MCA, and can be provided with adequate storm water drainage and adequate municipal facilities. Therefore under the provisions of Section 76-4-125(2)(d), MCA, this survey is excluded from the requirement for Montana Department of Environmental Quality review. Dated this ________________________ day of _______________________________, 2018. ________________________________ Craig Woolard Director of Public Works City of Bozeman, Montana CERTIFICATE OF EXCLUSION FROM MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY REVIEW CERTIFICATE OF DIRECTOR OF PUBLIC WORKS CERTIFICATE OF SURVEYOR We, the undersigned property owners, do hereby certify that we have caused to be surveyed, subdivided and platted 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: The Lakes at Valley West - Phase 5, being Lot R2B of The Lakes at Valley West - Phase 4; situated in the NE¼NW¼ of Section 9, Township 2 South, Range 5 East, Principal Meridian, City of Bozeman, Gallatin County, Montana, more particularly described as follows: Commencing at the Quarter Corner to Sections 4 and 9, Township 2 South, Range 5 East, Principal Meridian, City of Bozeman, Gallatin County, Montana, as described on Certified Corner Recordation, Book 4, Page 930, Document No. 2566975, filed at the Gallatin County Clerk and Recorder's Office; thence S.0°58'16"W. for 1351.17 feet to the CN 1/16 Corner of said Section 9; thence S.88°28'17”W. for 45.04 feet to the Point of Beginning Phase 5; thence S.88°28'17”W. for 1292.11 feet to the NW 1/16 Corner of said Section 9, also being the Southwest Corner of The Lakes at Valley West Subdivision; thence N.00°59'02”E. for 350.37 feet to the Southwest Corner of Phase 4 of The Lakes at Valley West Subdivision; thence continuing along the south boundary of Phase 4 of said subdivision for the next eight courses; S.89°00'58”E. for 364.84 feet; thence S.0°59'02”W. for 24.00 feet; thence S.89°00'58”E. for 60.00 feet; thence N.0°59'02”E. for 31.41 feet; thence S.89°00'58"E. for 120.00 feet; thence N.0°59'02”E. for 12.34 feet; thence along a curve to the right having a radius of 20 feet and a central angel of 87°29'15" along said curve for an arc length of 30.54 feet; thence N.88°28'17”E. for 727.53 feet to the west right-of-way line of Laurel Parkway; thence along said right-of-way line S.0°58'16”W. for 365.35 feet to the Point of Beginning Phase 5. The Area of the above described tracts of land is 456,302 Square Feet, or 10.475 Acres, more or less. The Lakes at Valley West - Phase 6, being Lot R1 of The Lakes at Valley West - Phase 1 & Phase 2; situated in the NW¼NE¼ of Section 9, Township 2 South, Range 5 East, Principal Meridian, City of Bozeman, Gallatin County, Montana, more particularly described as follows: Commencing at the Quarter Corner to Sections 4 and 9, Township 2 South, Range 5 East, Principal Meridian, City of Bozeman, Gallatin County, Montana, as described on Certified Corner Recordation, Book 4, Page 930, Document No. 2566975, filed at the Gallatin County Clerk and Recorder's Office; thence S.0°58'16"W. for 1351.17 feet, to the CN 1/16 Corner of said Section 9, thence N.89°19'38"E. for 45.02 feet to the Point of Beginning Phase 6; thence N.0°58'16"E. for 691.60 feet to the Southwest Corner of Phase 1 of The Lakes at Valley West, thence N.89°46'55"E. for 781.15 feet to the Southeast Corner of Phase 1 of The Lakes at Valley West, thence S.24°35'54"W. for 437.25 feet, thence S.1°02'06"W. for 289.84 feet to the north boundary of Lot R1 of Norton East Ranch Subdivision Phase 3A, thence S.89° 19' 38"W. for 605.66 feet to the Point of Beginning Phase 6. The Area of the above described tracts of land is 452,218 square feet, or 10.381 acres, more or less. The above-described tracts of land is to be known and designated as “THE LAKES AT VALLEY WEST - PHASE 5 &3+$6(´, City of Bozeman, Gallatin County, Montana; and the lands included in all streets, avenues, alleys, and parks or public lands shown on said plat are hereby granted and donated to the City of Bozeman for the public use and enjoyment. Unless specifically listed herein, the lands included in all streets, avenues, alleys, and parks or public lands dedicated to the public are accepted for public use, but the City of Bozeman accepts no responsibility for maintaining the same. The owner agrees that the City of Bozeman has no obligation to maintain the lands included in all streets, avenues, alleys, and parks or public lands, hereby dedicated to public use. The lands included in all streets, avenues, alleys, and parks or public lands dedicated to the public for which the City of Bozeman accepts responsibility for maintenance of Westgate Avenue, Vaughn Drive & Laurel Parkway. The undersigned hereby grants unto each and every person firm or corporation, whether public or private, providing or offering to provide telephone, electric 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 to hold forever. CERTIFICATE OF DEDICATION VICINITY MAP DURSTON RD. VICINITY MAP All streets, alleys, and rights-of-way, shown hereon as "DEDICATED", are not easements. The intent of the dedication is to convey all the streets, alleys, and rights-of-way to the public, upon acceptance by the governing authority. DEDICATION AND EASEMENT NOTELAUREL PARKWAYWEST BR O O KE SUBDI VISI O N PHASE 1VALLEY WESTSUBDI VISI O N NOR T O N E AST R A N C H SUBDI VISI O N BRO N KE N PARKC.O.S.1851C.O.S.1851LAUR EL GLE N SUBDIVISIONBABCOCK ST.COTTONWOOD ROADPROJECT AREA PHASE 3 PHAS E 2 PHASE 1 BASIS OF BEARINGTHE BEARINGS SHOWN HEREON ARE MODIFIED RECORD BEARINGS. THERECORD BEARING PER C.O.S. 1005B, N.88°04'24”E., ALONG THE NORTH LINEOF THE NORTHWEST ONE-QUARTER OF SECTION 9, WAS RECOMPUTEDBASED ON THE FOUND CORNERS BETWEEN THE ONE-QUARTER CORNERBETWEEN SECTION 9 AND SECTION 4, AND THE CORNER TOSECTIONS 5, 4, 8, AND 9. THE RESULTING BEARING IS N.88°04'19”E. PHASE 4 PHASE 5 PHASE 6 PURPOSE TO CREATE 79 RESIDENTIAL LOTS, 1 PARK AND 9 OPEN SPACE LOTS BOZEMAN INVESTMENT HOLDINGS, LLC By: ________________________________________________________________________________ ___________________________, Authorized Representative Dated State of ____________________________________ County of ___________________________________ On this ________________ day of ___________________________, 2018, before me, the undersigned Notary Public for the State of _____________________ personally appeared _______________________, known to me to be the Authorized Representative of Bozeman Investment Holdings, LLC. and acknowledged to me that said LLC executed the same. Notary Public in and for the State of ___________________ Printed Name _____________________________________ Residing at _______________________________________ My commission expires _____________________________ CN 1/16 W 1/16 LAUR E L G L E N SUBD I V I S I O N P H A S E 1 BRON K E N P A R K , V A L L E Y WEST S U B D I V I S I O N , PLAT J - 3 2 0 V A L L E Y W E S T S U B . PARC E L 2 C.O.S . 1 5 8 1 LOT R 1 NORT O N E A S T R A N C H S U B D I V I S I O N PHAS E 3 A LOT R 1 NORT O N E A S T R A N C H S U B D I V I S I O N PHAS E 3 A PHAS E 1 O F T H E L A K E S A T VALL E Y W E S T S U B . P L A T J - 5 7 2 PHAS E 4 O F T H E L A K E S A T VALLE Y W E S T S U B .EWEWEWEWEWEWEWEW1292.11' S88°28'17"W 1337.16' 45.04' N88°04'19"E 1337.30' 45.02'S1°02'06"W 289.84'S24°35'54"W 437.25'S0°58'16"W 1351.17'605.66'N0°58'16"E 691.60'N89°46'55"E 781.15' S89°19'38"W 650.68'N0°59'02"E 350.37'S89°00'58"E 364.84' S0°59'02"W 24.00' S89°00'58"E 60.00' N0°59'02"E 31.41' S89°00'58"E 120.00' N0°59'02"E 12.34' R=20.00' L=30.54' Δ=87°29'15"N88°28'17"E 727.53'S0°58'16"W 365.35'N0°59'02"E 991.48'FOUND 5/8" REBAR WITH A YELLOW PLASTIC CAP MARKED "MORRISON-MAIERLE, INC." AT A POINT S. 66°18'19" E., 0.27 FEET FROM THE POINT SHOWN ON C.O.S. 1005B, & N. 15°22'16" E., 0.85 FEET FROM THE POINT FOR THE SOUTHEAST CORNER OF TRACT 2 OF C.O.S. 1581 NW 1/16 PARC E L 1 C.O.S . 1 5 8 1 SW4N W 4 L E S S 2 5' R D O N N S O F S09,T 0 2 S , R 0 5 E A 25' STRIP OFF NORTH END OF SW4NW4 OF S09,T02S, R05E ©COPYRIGHT MORRISON-MAIERLE, INC.,2018 PLOTTED DATE: Jan/15/2018 PLOTTED BY: cole norsworthy DRAWING NAME: N:\5352\009\ACAD\Survey\PPLAT\5352009--PHASE5-PREPLAT-PLOT.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE: CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 52THE LAKES GALLATIN 5352.008 1"= 100' 1/2018 JCW CHN MMI 5E 2S 9NW BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE MODIFIED RECORD BEARINGS. THERECORD BEARING PER C.O.S. 1005B, N.88°04'24”E., ALONG THE NORTH LINEOF THE NORTHWEST ONE-QUARTER OF SECTION 9, WAS RECOMPUTEDBASED ON THE FOUND CORNERS BETWEEN THE ONE-QUARTER CORNERBETWEEN SECTION 9 AND SECTION 4, AND THE CORNER TOSECTIONS 5, 4, 8, AND 9. THE RESULTING BEARING IS N.88°04'19”E. LOT 6LOT 7LOT 8LOT 9LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16LOT 17LOT 18LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 17LOT 18LOT 19LOT 20LOT 12 LOT 11LOT 10LOT 9 LOT 36LOT 35LOT 34LOT 33LOT 32LOT 31LOT 30LOT 29LOT 28LOT 16LOT 15LOT 14LOT 13 LOT 22 LOT 23 LOT 2 4 LOT 2 5 LOT 26LOT 27LOT 2 8 LO T 2 9LOT 3 0LOT 3 1 LOT 5 0LOT 4 9LOT 48LOT 47LOT 46LOT 45LOT 4 4 LOT 43 LOT 42 LOT 41 LOT 40 LOT 39 LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 3 2 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 1 2 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 WESTGATE AVENUEWES T M O R L A N D D RI V E DURSTON ROADWESTGATEAVENUE LAUREL PARKWAYPHASE 5 456,302 SQUARE FEET 10.475 ACRES LEGEND SET REBAR, 5/8 IN. DIAM. WITH ORANGE PLASTIC CAP MARKED "MORRISON-MAIERLE INC. 16411LS" FOUND REBAR, 5/8 IN. DIAM. WITH ORANGE PLASTIC CAP MARKED "MORRISON-MAIERLE INC. 16411LS" FOUND REBAR WITH PLASTIC CAP FOUND REBAR, 5/8 IN. DIAM. WITH AN ALUMINUM CAP, 2 IN. DIAM. MARKED "MORRISON-MAIERLE INC. 14732LS" FOUND SECTION CORNER AS NOTED FOUND ONE-QUARTER CORNER NOTHING FOUND OR SET UNZO N E D UNZ O N E D POINT OF BEGINNING PHASE 5 R-2 R-3 R-4OPEN SPACE BOPEN SPACE A OPENSPACE DOPENSPACE CLOT 1 LOT 2 LOT 3 LOT 4 LOT 5 AREA SUMMARY- PHASE 5 LOT AREA: PUBLIC R-O-W AREA: OPEN SPACE (PUBLIC): PHASE 5 TOTAL AREA: 5.915 acres (257,762) Sq. Ft. 3.317 acres (144,472) Sq. Ft. 1.243 acres (54,068) Sq. Ft. 10.475 acres (456,302) Sq. Ft.OPENSPACE ELOT 27*LOT 2 6 LOT 2 5 LOT 2 4 LOT 2 3 L O T 2 2 LOT 2 1 OPEN SPACE DOPEN SPACE F LAKE LAKE PHA S E 1 PHA S E 2 CITY P A R K 1 OPEN SPACE A AAJKER CREEKAAJKER CREEKBOUNDARYZONINGPHAS E 3 LOT 22LOT 23LOT 24LOT 25LOT 13 LOT 14 LOT 15 LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 12LOT 11LOT 10LOT 9LOT 8LOT 7LOT 6LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT R 1 NORT O N E A S T R A N C H S U B D I V I S I O N PHAS E 3 AHERSTAL WAY (32' R/W)THE 1/4 CORNER BETWEEN SECTIONS 4 AND 9 FOUND AT THE RECORD POSITION. SEE CCR BOOK 4, PAGE 930. DOC. NO. 2566975CORNER TO SECTIONS 4, 5, 8 AND 9 FOUND AT THE RECORD POSITION. SEE CCR BOOK 4, PAGE 931 DOC. NO. 2566976 POINT FOR W 1/16 CORNER FALLS IN DURSTON ROAD FROM WHICH A FOUND REBAR WITH A YELLOW PLASTIC CAP, 5606S, BEARS S 01°38'14" W., 32.38 FEET RECORD N88°04'24" E 1337.30' MEASURED N88°04'19" E 1337.30'WESTGATE AVENUE (60' R/W)HERSTAL WAY (32' R/W) LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 11 LOT 13 LOT 14 LOT 32LOT 33LOT 34LOT 38 LOT 37 LOT 41 LOT 42 LOT 43 LOT 46 LOT 47 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25LOT 26LOT 27LOT 28LOT 29LOT 30LOT 31LOT 59LOT 60LOT 61LOT 3LOT 5LOT 18LOT 1LOT 2LOT 8 LOT 9 LOT 10 LOT 15 LOT 12 LOT 36LOT 35LOT 39 LOT 40 LOT 44 LOT 45 LOT 48LOT 49LOT 50LOT 51LOT 52LOT 57LOT 58LOT 54LOT 53LOT 56LOT 55LOT 14LOT 13LOT 12LOT 9LOT 10LOT 11LOT 17LOT 15LOT 8 LOT 7LOT 6WESTGATE AVENUE (60' R/W)LAUREL PARKWAY (90')OPEN SPACE F OPEN SPACE F PHASE 6 452,218 SQUARE FEET 10.381 ACRES PARK 1 OPEN SPACE GOPENSPACE AOPENSPACE BOPEN SPACE C OPEN SPACE DOPEN SPACE E AREA SUMMARY- PHASE 6 CONTOUR INTERVAL IS 5' MAJOR AND 1' MINOR OPEN SPACE B POINT OF BEGINNING PHASE 6 LOT 4OPEN SPACE A HERSTAL WAY (32' R/W)LEIDEN LANE ( 32' R/W)LEIDEN LANE (32' R/W)LEIDEN LANE (32' R/W)VAHL WAY( 32' R/W)VAHL WAY (32' R/W) VAUGHN DRIVE (60' R/W) VAUGHN DRIVE (60' R/W) DEBOUR LANE (32' R/W) GRAND TOTAL AREA: 20.856 acres (908,520 Sq. Ft.) OPEN SPACE FOPEN SPACE AOPEN SPACE BOPE N S P A C E F SITUATED IN THE NE1/4NW1/4 AND IN THE NW1/4NE1/4 OF SECTION 9, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. PRELIMINARY PLAT OWNER KS DevCor, INC. 2880 Technology Blvd. West Bozeman, MT 59718 Bozeman Investment Holdings, LLC. 2880 Technology Blvd. West Bozeman, MT 59718 ZONING CITY OF BOZEMAN R-1 THE LAKES AT VALLEY WEST - PHASE 5 & PHASE 6 PURPOSE TO CREATE 79 RESIDENTIAL LOTS, 1 PARK AND 9 OPEN SPACE LOTS LOT AREA: PUBLIC R-O-W AREA: OPEN SPACE (PUBLIC): PARK: PHASE 6 TOTAL AREA: 1.915 acres (83,412) Sq. Ft. 0.930 acres (40,494) Sq. Ft. 0.309 acres (13,477) Sq. Ft. 7.228 acres (314,835) Sq. Ft. 10.381 acres (452,218) Sq. Ft.LOT 16 RESIDENTIAL LOTS PHASE BOUNDARY/ PROPERTY BOUNDARY LEGEND S PUBLIC OPEN SPACE PUBLIC RIGHT OF WAY WATER INFRASTRUCTURE SEWER INFRASTRUCTURE W ROADWAY INFRASTRUCTURE 10' UTILITY EASEMENT LINE WALKING TRAIL SIDE WALK STORM WATER INFRASTRUCTURE PUBLIC STORM WATER AND SNOW STORAGE AREA 10' SNOW STORAGE AREA GAS, ELECTRIC, COMMUNICATION INFRASTRUCTUREOPEN SPACE A0.24 acs.10575 sq.ft.OPEN SPACE B0.24 acs.10471 sq.ft.OPEN SPACE C 0.12 acs. 5102 sq.ft.OPEN SPACE D0.20 acs.8850 sq.ft.OPEN SPACE E 0.16 acs. 6835 sq.ft. LOT 55 4400 sq.ft. LOT 1 3825 sq.ft. LOT 2 3825 sq.ft. LOT 3 3825 sq.ft. LOT 4 3825 sq.ft. LOT 5 3825 sq.ft. LOT 6 4401 sq.ft. LOT 7 4951 sq.ft. LOT 11 3300 sq.ft. LOT 10 3300 sq.ft. LOT 9 3300 sq.ft. LOT 8 3300 sq.ft. LOT 16 3300 sq.ft. LOT 15 3300 sq.ft. LOT 14 3300 sq.ft. LOT 13 4810 sq.ft. LOT 18 5024 sq.ft. LOT 17 3300 sq.ft. LOT 21 3696 sq.ft. LOT 19 4588 sq.ft. LOT 20 3696 sq.ft. LOT 23 3696 sq.ft. LOT 22 3696 sq.ft. LOT 24 4136 sq.ft. LOT 29 4894 sq.ft.LOT 32 4216 sq.ft. LOT 31 3735 sq.ft. LOT 30 3735 sq.ft. LOT 33 4222 sq.ft. LOT 34 3562 sq.ft. LOT 35 3563 sq.ft. LOT 36 4125 sq.ft. LOT 26 3800 sq.ft. LOT 27 3800 sq.ft. LOT 28 4034 sq.ft.LOT 25 3847 sq.ft. LOT 39 4080 sq.ft. LOT 42 4080 sq.ft. LOT 41 4080 sq.ft. LOT 40 4080 sq.ft. LOT 37 4675 sq.ft. LOT 38 4080 sq.ft. LOT 45 5175 sq.ft. LOT 43 5175 sq.ft. LOT 44 5175 sq.ft. LOT 47 5850 sq.ft. LOT 46 5175 sq.ft. LOT 48 4200 sq.ft. LOT 49 3500 sq.ft. LOT 50 3500 sq.ft. LOT 51 3500 sq.ft. LOT 52 4293 sq.ft. LOT 59 5360 sq.ft. LOT 57 5194 sq.ft. LOT 56 4400 sq.ft. LOT 53 5796 sq.ft.LOT 54 4400 sq.ft. LOT 61 5994 sq.ft.LOT 60 5360 sq.ft.LOT 58 5674 sq.ft. LOT 12 4727 sq.ft. OPEN SPACE G 0.20 acs. 8669 sq.ft. OPEN SPACE F 0.08 acs. 3652 sq.ft. PUBLIC R-O-W 3.32 acs. 144472 sq.ft.N0°59'02"E 240.29'N0°59'02"E 237.66'N89°00'58"W 85.00' N89°00'58"W 85.00' N89°00'58"W 85.00' N89°00'58"W 85.00' N89°00'58"W 85.00' 85.08'37.88'53.64'45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'49.91'85.00' 87.58'30.03'92.59'58.50'40.00'40.00'40.00'40.00'35.00'S0°59'02"W55.00'40.00'40.00'40.00'40.00'5.00'S0°59'02"W54.66'N0°59'02"E56.35'10.00'40.00'40.00'40.00'40.00'10.00'5.00'N0°59'02"E52.00'N89°00'58"W 82.50' N89°00'58"W 82.50' N89°00'58"W 82.50' 82.50'82.50' N89°00'58"W 82.50' N89°00'58"W 82.50' N89°00'58"W 82.50' 82.50' 37.84'52.00'30.00'92.50'52.29'40.00'40.00'40.00'40.00'28.00'S0°59'02"W24.00'S89°00'58"E 88.00' S89°00'58"E 88.00' S89°00'58"E 88.00' S89°00'58"E 88.00' S89°00'58"E 88.00' N88°28'17"E 88.08'54.07'42.00'42.00'42.00'42.00'15.59'47.00'42.00'42.00'42.00'42.00'50.21'32.00'88.00' 29.35'47.50'47.50'51.50' 31.11'47.50'47.50'31.50'R=20 .00'L=3 2 .2 9'Δ=92° 3 0'44"12.34'27.70'R=20.00 'L=30.5 4 'Δ=87°29 '1 6 " R =20.00'L =31.42'Δ =9 0°00'00"N1°31'43"W60.00'32.00'85.00'30.00'90.00'32.00'72.00'67.00'67.00'76.68'R=2 0 .0 0 'L=30 .5 4 'Δ=87°2 9 '16" R = 2 0. 0 0 ' L= 3 1. 4 2' Δ=90° 0 0 '00"30.77'45.00'45.00'40.00' 53.55'45.00'45.00'60.00' 54.65'47.50'47.50'55.00' 57.94'47.50'47.50'55.00'75.00'75.07'63.94'63.00'25.02'25.00'N1°31'43"W75.00'N1°31'43"W75.00'N1°31'43"W75.00'N1°31'43"W83.00'N1°31'43"W83.00'N1°31'43"W83.00'N1°31'43"W80.00'N1°31'43"W80.00'N1°31'43"W80.00'48.00'48.00'48.00'48.00'48.00'55.00'N88°28'17"E 85.00' N88°28'17"E 85.00' N88°28'17"E 85.00' N88°28'17"E 85.00' N88°28'17"E 85.00' 85.00'30.00'90.00' N88°28'17"E 90.00' N88°28'17"E 90.00' N88°28'17"E 90.00' N88°28'17"E 90.00'55.00'48.00'48.00'48.00'48.00'48.00'57.50'57.50'57.50'57.50'65.00'65.00'57.50'57.50'57.50'57.50'82.50' 52.00'67.00'67.00'73.18' 67.79'50.00'50.00'50.00'40.00' 60.00'50.00'50.00'50.00'63.95' 62.86'50.00'50.00'50.00'60.00' 60.00'50.00'50.00'50.00'59.80'R=20.0 0 'L=31.42 'Δ=90°00 '0 0 "R= 20.00' L =31.42'Δ= 9 0°00'00"N1°31'43"W70.00'N1°31'43"W70.00'N1°31'43"W70.00'N1°31'43"W70.00'N1°31'43"W88.00'N1°31'43"W88.00'N1°31'43"W88.00'N1°31'43"W88.00'N1°31'43"W60.00'N1°31'43"W80.00'N1°31'43"W80.00'N1°31'43"W80.00'70.07'25.02'88.08'32.03'80.08'60.06'10.01'280.30'60.06'10.01'S0°59'02"W 278.64'S0°59'02"W 274.91'N88°28'17"E 122.96'S0°59'02"W 160.00'N0°59'02"E 160.00'S89°00'58"E 364.84' N88°28'17"E 210.20'S0°59'02"W 253.50'S89°00'58"E 60.00' S89°00'58"E 120.00'N0°59'02"E31.41'N88°28'17"E 727.53'N0°59'02"E 40.04'N88°28'17"E 157.61' S88°28'17"W 160.77'N0°59'02"E 164.03'N1°31'43"W 163.00'N0°59'02"E 265.21'N88°28'17"E 203.55' N88°28'17"E 204.65' N88°28'17"E 207.94'N1°31'43"W 295.00'N88°28'17"E 205.00'N1°31'43"W 295.00'N1°31'43"W 295.00'N1°31'43"W 295.00'N88°28'17"E 365.19' N88°28'17"E 1292.12' N89°00'58"W 87.50'N89°00'58"W 92.50' N89°00'58"W 87.50'S89°00'58"E 92.50' N88°28'17"E 269.80' N88°28'17"E 272.86' N88°28'17"E 273.95' N88°28'17"E 257.79' N88°28'17"E 259.18'N1°31'43"W 163.00'163.00'163.00'163.00'S0°58'16"W 365.35'N0°59'02"E 350.36'138.97' 256.25' 134.13'269.00'304.23'229.22'231.22'229.00'65.32'96.00'96.00'229.00'294.49' N88°28'17"E 1291.61' R=20.00' L=31.42' Δ=90°00'00" 237.00' 284.49' 241.27' N88°28'17"E 866.86'40.04'N0°59'02"E 10.01'N0°59'02"E 10.01' 866.87' 365.19' 60.06'8S8S8S8S8S8SSSSSSSS8S8S8S8SSSSSSDSDSDSDWWWWWWWWWWWWW W W W W W W W PHAS E 4 O F T H E L A K E S A T VALL E Y W E S T S U B .12SD12SD12SD12SD12SD12SD12SD12SD12SD 12SD 12SD12SD12SD12SD12SD12SD 12SD 12SD 12SD 12SD 12SD 12SD12SD12SD12SD12SD 4750 4751 4752 4753 4772 4771 4770 4769 4760 4755 4 7 5 7 47564755 4757 47 5 6 475 5 4754 4 7 5 3 4767475847574755 4754 47574757475847 7 2 4760 4755 4750 47594760 4760 4756 476847554750 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWEWEWEWEWEWEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWWWNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBP©COPYRIGHT MORRISON-MAIERLE, INC.,2018 PLOTTED DATE: Jan/15/2018 PLOTTED BY: cole norsworthy DRAWING NAME: N:\5352\009\ACAD\Survey\PPLAT\5352009--PHASE5-PREPLAT-PLOT.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE: CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 53THE LAKES GALLATIN 5352.008 1"= 40' 1/2018 JCW CHN MMI 5E 2S 9NWAAJKER CREEKAAJKER CREEKBASIS OF BEARING THE BEARINGS SHOWN HEREON ARE MODIFIED RECORDBEARINGS. THE RECORD BEARING PERC.O.S. 1005B, N.88°04'24”E., ALONG THE NORTH LINE OF THENORTHWEST ONE-QUARTER OF SECTION 9, WAS RECOMPUTED BASEDON THE FOUND CORNERS BETWEEN THE ONE-QUARTER CORNERBETWEEN SECTION 9 AND SECTION 4, AND THE CORNER TOSECTIONS 5, 4, 8, AND 9. THE RESULTING BEARING IS N.88°04'19”E. R-1 THE L A K E S A T V A L L E Y W E S T P H A S E 4 POND WATER LINEOPEN SPACE D THE L A K E S A T V A L L E Y W E S T P H A S E 4 OPEN SPACE D THE L A K E S A T V A L L E Y W E S T P H A S E 4 LOT 5 LOT 6 LOT 17 LOT 18 OPEN SPACE C OPEN SPACE DOPENSPACE BWESTGATE AVENUEOSTEND LANE LOT R 1 NORTO N E A S T R A N C H S U B D I V S I O N PHASE 3 AUNZONEDVAUGHN DRIVEWESTGATE AVENUELAUREL PARKWAY (EXISTING 90' RIGHT-OF-WAY)AREA SUMMARY- PHASE 5 LOT AREA: PUBLIC R-O-W AREA: OPEN SPACE (PUBLIC): PHASE 5 TOTAL AREA: 5.915 acres (257,762) Sq. Ft. 3.317 acres (144,472) Sq. Ft. 1.243 acres (54,068) Sq. Ft. 10.475 acres (456,302) Sq. Ft.HERSTAL WAYLEIDEN LANELEIDEN LANE VAHL WAY LEIDEN LANEVAHL WAYLOT 19 LOT 20 HERSTAL WAYAAJKER CREEKAAJKER CREEK50' SETBACKSTORM WATER STORAGE SYSTEM AAJKER CREEK 50' SETBACK50' SETBACKSITUATED IN THE NE1/4NW1/4 AND IN THE NW1/4NE1/4 OF SECTION 9, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. PRELIMINARY PLAT OWNER KS DevCor, INC. 2880 Technology Blvd. West Bozeman, MT 59718 Bozeman Investment Holdings, LLC. 2880 Technology Blvd. West Bozeman, MT 59718 ZONING CITY OF BOZEMAN R-1 THE LAKES AT VALLEY WEST - PHASE 5 & PHASE 6 PURPOSE TO CREATE 79 RESIDENTIAL LOTS, 1 PARK AND 9 OPEN SPACE LOTS RESIDENTIAL LOTS PHASE BOUNDARY/ PROPERTY BOUNDARY LEGEND S PUBLIC OPEN SPACE PUBLIC RIGHT OF WAY WATER INFRASTRUCTURE SEWER INFRASTRUCTURE W ROADWAY INFRASTRUCTURE 10' UTILITY EASEMENT LINE WALKING TRAIL SIDE WALK STORM WATER INFRASTRUCTURE GAS, ELECTRIC, COMMUNICATION INFRASTRUCTURE CITY PARK PARK 7.23 acs. OPEN SPACE B 0.08 acs. 3693 sq.ft. OPEN SPACE A 0.22 acs. 9784 sq.ft. LOT 52 4293 sq.ft. LOT 53 5796 sq.ft. LOT 61 5994 sq.ft. LOT 1 4400 sq.ft. LOT 2 4400 sq.ft. LOT 5 4861 sq.ft. LOT 4 4848 sq.ft. LOT 3 4353 sq.ft. LOT 8 4946 sq.ft. LOT 7 4955 sq.ft. LOT 6 4833 sq.ft. LOT 14 5244 sq.ft. LOT 17 4799 sq.ft. LOT 18 4904 sq.ft.LOT 15 4929 sq.ft. LOT 16 4800 sq.ft. LOT 9 4900 sq.ft.LOT 12 4043 sq.ft. LOT 11 4080 sq.ft. LOT 10 4117 sq.ft.LOT 13 4005 sq.ft. PUBLIC R-O-W 0.93 acs. 40494 sq.ft. L =5 0.68' 76.68' 73.18' 67.79' 63.95' 62.86' 59.80'N1°31'43"W70.00'88.00'70.07'25.02'88.08'32.03'80.08'60.06'10.01'N88°28'17"E 318.07' N88°28'17"E 229.73'N37°17'34"E 60.98'N1°31'43"W79.74'N1°31'43"W80.48'N1°31'43"W81.23'N1°31'43"W81.98'N1°31'43"W82.72'N1°31'43"W40.62'53.62'50.00' 46.37' 50.00'50.00'50.00'64.45' 60.00'60.00'63.36'N1°31'43"W80.00'N1°31'43"W80.00'N1°31'43"W79.78'59.87'60.00'52.00'L=8.00' L=92.00' L = 8 8 . 8 4'25.02'78.80'80.08'67.90'50.01'50.01'50.01'50.01'60.01'L=43.63'33.49'55.00'55.00'26.98'L=22.44'L=49.58' L=49.67' L = 4 9 .4 9 'L=50.58'L=10.30'N88°28'17"E 171.87' N88°28'17"E 170.47' R=148.00'L= 23 2.48' Δ = 9 0 °00 ' 0 0" R=180.00'L = 2 8 2.7 4 'Δ = 9 0 ° 0 0'0 0 " R=20.00 'L=20.9 4' Δ =60°00' 0 0 " R =8 0.00' L=110 .83' Δ= 79°2 2'2 6 "32.03'60.02'10.00'374.45'62.05'169.17' N85°10'55"E 80.00' N69°04' 5 4 " E 80.00' N52° 5 7' 0 2" E 80.0 0'N37°17'34"E80.00'N21°23'35"E80.00'N5°36'51"E80.00'S1°31'43"E80.00'S1°31'43"E80.00'S1°31'43"E80.00'55.00'55.00'26.98'L=32.42' L=71.61' L=71.87' L = 7 1.3 5' L =73.21'L=73.06'N88°28'17"E 136.98' R=260.00' L= 3 93.5 1 'Δ =86 ° 4 3'0 3 "405.64'S89°46'55"W 781.17'N24°35'54"E 437.25'N1°02'06"E 289.84'171.17' N89°19'38"E 605.68'S0°58'16"W 365.35'S0°58'16"W 691.60'N89°19'38"E 327.93'N1°31'43"W41.24'N89°19'38"E 356.85' 10.75' L = 2 5 7.61 '70.86'345.24' L=68.4 7'12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD47584760 4750 4750 4755 477047654762 4760 476647614760 47 5 5 476047554750 47504755 47608S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S WWWWWWWWWWWWWWWWWWWWWWWWWWWWEWEWEWEWEWEWEWEWEWEWEWWWWWWWWWWWWWWWWWWWWWWWNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP©COPYRIGHT MORRISON-MAIERLE, INC.,2018 PLOTTED DATE: Jan/15/2018 PLOTTED BY: cole norsworthy DRAWING NAME: N:\5352\009\ACAD\Survey\PPLAT\5352009--PHASE5-PREPLAT-PLOT.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE: CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 54THE LAKES GALLATIN 5352.008 1"= 40' 1/2018 JCW CHN MMI 5E 2S 9NW BASIS OF BEARINGTHE BEARINGS SHOWN HEREON ARE MODIFIED RECORDBEARINGS. THE RECORD BEARING PER C.O.S. 1005B, N.88°04'24”E., ALONG THE NORTH LINE OF THENORTHWEST ONE-QUARTER OF SECTION 9, WAS RECOMPUTED BASEDON THE FOUND CORNERS BETWEEN THE ONE-QUARTER CORNERBETWEEN SECTION 9 AND SECTION 4, AND THE CORNER TOSECTIONS 5, 4, 8, AND 9. THE RESULTING BEARING IS N.88°04'19”E. THE L A K E S A T VALLE Y W E S T PHAS E S 2 LOT R 1 NORTO N E A S T R A N C H SUBDI V S I O N PHASE 3 A CITY P A R K CITY P A R K THE L A K E S A T VALLE Y W E S T PHAS E 4 THE L A K E S A T VALL E Y W E S T PHAS E 1 (LAUREL PARKWAY EXISTING 90' RIGHT OF WAY)AREA SUMMARY- PHASE 6 THE L A K E S A T VALL E Y W E S T PHAS E 5 VAUGHN DRIVE DEBOUR LANE LOT AREA: PUBLIC R-O-W AREA: OPEN SPACE (PUBLIC): PARK: PHASE 6 TOTAL AREA: 1.915 acres (83,412) Sq. Ft. 0.930 acres (40,494) Sq. Ft. 0.309 acres (13,477) Sq. Ft. 7.228 acres (314,835) Sq. Ft. 10.381 acres (452,218) Sq. Ft. EDGE OF WATER MITIGATION WETLAND SITUATED IN THE NE1/4NW1/4 AND IN THE NW1/4NE1/4 OF SECTION 9, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. PRELIMINARY PLAT OWNER KS DevCor, INC. 2880 Technology Blvd. West Bozeman, MT 59718 Bozeman Investment Holdings, LLC. 2880 Technology Blvd. West Bozeman, MT 59718 ZONING CITY OF BOZEMAN R-1 THE LAKES AT VALLEY WEST - PHASE 5 & PHASE 6 PURPOSE TO CREATE 79 RESIDENTIAL LOTS, 1 PARK AND 9 OPEN SPACE LOTS NORT O N E A S T R A N C H S U B D I V I S I O N ©COPYRIGHT MORRISON-MAIERLE, INC.,2018 PLOTTED DATE: Jan/15/2018 PLOTTED BY: cole norsworthy DRAWING NAME: N:\5352\009\ACAD\Survey\PPLAT\5352009--PHASE5-PREPLAT-PLOT.dwg 1/4 SEC.SECTION TOWNSHIP RANGE PROJ. #:SHEET OF PRINCIPAL MERIDIAN, MONTANA COUNTY, MONTANADATE: SCALE: CLIENT: FIELD WORK: DRAWN BY: CHECKED BY: engineers surveyors planners scientists MorrisonMaierle 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 55THE LAKES GALLATIN 5352.009 SEE DETAIL 1/2018 JCW CHN MMI 5E 2S 9NW CONDITIONS OF APPROVAL PARK AREA TABLE: REQUIRED PARKLAND: 59 SINGLE FAMILY LOTS 20 LOTS APPROVED FOR ADU TOTAL: SURPLUS PARKLAND FROM PHASE 1 AND 2, PHASE 3 AND PHASE 4: PHASE 6 PARK: Total SURPLUS PARK LAND PHASES 1, 2, 3, 4, 5 & 6 0.03 acres/lot 1.77 acres 0.06 acres/lot 1.20 acres 2.97 acres 0.51 acres 7.23 acres 7.74 acres 4.77 acres Certificate of Transfer of Ownership and Completion of Non-Public Improvements; and Conditions of Approval : The following are hereby granted and donated to the property owners association noted below for their use and enjoyment: Common Open Space parcels designated with letter A, B, C, D, E, F & G Phase 5 and A & B Phase 6. Unless specifically listed in the Certificate of Dedication, the city accepts no responsibility for maintaining the same. KS DevCcor, INC. and Bozeman Investment Holdings, LLC hereby further certify that the following non-public improvements, required to meet the requirements of chapter 38 of the Bozeman Municipal Code, or as a condition(s) of approval of the subdivision plotted herewith, have been installed in conformance with any approved plans and specifications prepared in accordance with the standards of Chapter 38 or other City design standards, or have been financially guaranteed and are covered by the subdivision improvements agreement accompanying and recorded with this plat. Installed Improvements: None Financially Guaranteed Improvements: Landscaping, Irrigation System, Sidewalks and Trails. The subdivider hereby grants ownership of all non-public infrastructure improvements to the property owners association created by document number _____________________________________. We further certify that the text and/or graphics shown on the Conditions of Approval sheet represents requirements by the governing body for final plat approval and that all conditions of subdivision application have been satisfied; and that the information shown is current as of the date of the certification, and that changes to any land use restrictions or encumbrances may be made by amendment to covenants, zoning regulations, easements, or other documents as allowed by law or local regulations. KS DEVCOR, INC. By: ________________________________________________________________________________ ___________________________, President Dated State of ____________________________________ County of ___________________________________ On this ________________ day of ___________________________, 2018, before me, the undersigned Notary Public for the State of _____________________ personally appeared _______________________, known to me to be the President of KS DevCor, Inc. and acknowledged to me that said Inc. executed the same. Notary Public in and for the State of ___________________ Printed Name _____________________________________ Residing at _______________________________________ My commission expires _____________________________ BOZEMAN INVESTMENT HOLDINGS, LLC By: ________________________________________________________________________________ ___________________________, Authorized Representative Dated State of ____________________________________ County of ___________________________________ On this ________________ day of ___________________________, 2018, before me, the undersigned Notary Public for the State of _____________________ personally appeared _______________________, known to me to be the Authorized Representative of Bozeman Investment Holdings, LLC. and acknowledged to me that said LLC executed the same. Notary Public in and for the State of ___________________ Printed Name _____________________________________ Residing at _______________________________________ My commission expires _____________________________ SITUATED IN THE NE1/4NW1/4 AND IN THE NW1/4NE1/4 OF SECTION 9, TOWNSHIP 2 SOUTH, RANGE 5 EAST, PRINCIPAL MERIDIAN, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. THE LAKES AT VALLEY WEST - PHASE 5 & PHASE 6 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSW W W WWWWWWWWWWWWWWWWW W W W W W W W WWWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSDSD SDSD SDSDSDSD0+001+002+003+003+220+001+002+003+00 3+36L601L602C601L603L604 L605L606C602C603C604 0+001+002+003+004+005+005+22L607L608L609L610L611L612C605C606C607C608C609SDSDSDSDSDSDSDSDSDSDSDSD SDSD SDSDSDSD SD DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS PARK_P6.DWGSD1.11404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 6 PARK AREA ALIGNMENTS 1, 2 & 3PHASE 6TRAIL LAYOUT PLANTRAIL LAYOUT PLAN - PHASE 6 - OPEN SPACE ALIGNMENT 1 & PARK AREA ALIGNMENTS 2 & 31SCALE: 1" = 30'2CLASS 1 ASPHALT TRAILNOT TO SCALEEXCAVATE 6" OF EXISTING GRADE.BACKFILL WITH 2 LIFTS: APPLY 34" ROADMIX TO BOTTOM 3", & COMPACT; THENAPPLY 38" MINUS NATURAL FINES TO TOP3"*UNDISTURBED SUBGRADE -COMPACT FILL SLOPES TO 95%PROCTOR DENSITY6.0' WIDTHWATER AND ROLL SURFACETO A SMOOTH SEAL2% CROSS SLOPE (3%MAX), CROWN ATCENTER OF TRAILSLOPE EDGES OFF TRAIL 12:1MINIMUM, 5:1 MAXIMUM TO MEETGRADE*NATURAL FINES SHALL CONSIST OF 80% ROCK, 10% SILTAND 10% CLAY. MIX IN ADDITIONAL CLAY BINDER TO MEETTHESE PARAMETERS AS NECESSARY.3GRAVEL TRAILNOT TO SCALEALIGNMENT 2ALIGNMENT 3ALIGNMENT 1CONNECTALIGNMENT 2TO EX. FISHINGACCESSOFF SITEIMPROVEMENTCONNECT TRAIL TOEX. OFF SITE TRAILEX. WETLANDMITIGATIONBOUNDARY, TYP.EX. WATERLINE, TYP.EX. WETLANDVEGETATION,TYP.PHASE 5PHASE 6 PHASE 5PHASE 6SIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK SIDEWALK EX. TRAILEX. WETLAND MITIGATIONBOUNDARY3SD1.12SD1.1VAUGHN DRIVELAUREL PARKWAYSTANDARD CITY OFBOZEMAN TRAIL TOTEM, TYP.DEBOUR LANEALIGNMENT 1ALIGNMENT 2ALIGNMENT 3SIDEWALKNumberL601C601L602Length300.2015.716.50Radius10.000Line/Chord DirectionN89° 19' 35.18"EN44° 19' 35.18"EN00° 40' 24.82"WStart Sta:0+00.003+00.203+15.91End Sta:3+00.203+15.913+22.41NumberL603C602L604C603L605C604L606Length7.2115.5447.8630.54168.6147.7018.37Radius10.00020.00050.000Line/Chord DirectionN90° 00' 00.00"EN45° 29' 07.82"EN00° 58' 15.64"EN44° 43' 16.50"EN88° 28' 17.35"EN61° 08' 30.20"EN33° 48' 43.05"EStart Sta:0+00.000+07.210+22.750+70.611+01.162+69.773+17.47End Sta:0+07.210+22.750+70.611+01.162+69.773+17.473+35.84NumberL607C605L608C606L609C607L610C608L611C609L612Length26.0627.1923.0731.630.92108.85108.8960.7973.9241.0419.41Radius50.00050.000200.000200.000200.000Line/Chord DirectionN72° 57' 46.37"EN88° 32' 36.00"ES75° 52' 34.37"EN85° 59' 57.85"EN67° 52' 30.07"EN83° 28' 00.33"ES80° 56' 29.41"ES89° 38' 58.07"EN81° 38' 33.27"EN87° 31' 17.68"ES86° 35' 57.92"EStart Sta:0+00.000+26.060+53.250+76.321+07.951+08.872+17.723+26.613+87.414+61.325+02.37End Sta:0+26.060+53.250+76.321+07.951+08.872+17.723+26.613+87.414+61.325+02.375+21.77Phase 6 - Alignment 1 - ASPHALTPhase 6 - Alignment 2 - GRAVELPhase 6 - Alignment 3 - GRAVELDETENTIONPOND SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W WWWWWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWWWWW SDSDSDSDSDSDSDSDSDSD8+009+0010+0011+0012+0012+720+000+45L509L510L511C506C507DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS OS_P5 P6.DWGSD1.21404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASES 5 & 6 OPEN SPACE ALIGNMENTS 2 & 3PHASE 5TRAIL LAYOUT PLAN TRAIL LAYOUT PLAN (OPEN SPACE PHASE 5) ALIGNMENTS 2 & 31SCALE: 1" = 30'ALIGNMENT 2SIDEWALKSIDEWALKVAUGHN DRIVESIDEWALKMATCH LINE 1 / SD1.1MATCH LINE 1 / SD1.2 PHASE 4PHASE 5PHASE 4PHASE 5EX. GRAVEL TRAILSIDEWALKSIDEWALKSIDEWALK PHASE 5 PHASE 6 PHASE 5 PHASE 6 LAUREL PARKWAYWOOD POST LOCATIONSPOSTNORTHINGEASTING11386.9870-2881.041021389.1880-2798.554031390.0550-2766.090041392.3890-2678.596051393.3090-2644.134061395.1960-2573.396071396.9840-2506.420081398.7710-2439.444091400.7780-2364.2260NOTES:1. NORTHINGS & EASTINGS ARE BASED ON LOCAL CONTROL POINTS SET UPFOR PHASE 3 OF THE DEVELOPMENT.2. NORTHINGS & EASTINGS REFER TO THE CENTER POINT OF THE POST.2CLASS 1 ASPHALT TRAILNOT TO SCALEEXCAVATE 6" OF EXISTING GRADE.BACKFILL WITH 2 LIFTS: APPLY 34" ROADMIX TO BOTTOM 3", & COMPACT; THENAPPLY 38" MINUS NATURAL FINES TO TOP3"*UNDISTURBED SUBGRADE -COMPACT FILL SLOPES TO 95%PROCTOR DENSITY6.0' WIDTHWATER AND ROLL SURFACETO A SMOOTH SEAL2% CROSS SLOPE (3%MAX), CROWN ATCENTER OF TRAILSLOPE EDGES OFF TRAIL 12:1MINIMUM, 5:1 MAXIMUM TO MEETGRADE*NATURAL FINES SHALL CONSIST OF 80% ROCK, 10% SILTAND 10% CLAY. MIX IN ADDITIONAL CLAY BINDER TO MEETTHESE PARAMETERS AS NECESSARY.3GRAVEL TRAILNOT TO SCALE124357689CONNECT ALIGNMENT 3TO EX. GRAVEL TRAIL8L3.17L3.13SD1.22SD1.2STANDARD CITY OFBOZEMAN TRAILTOTEM, TYP.MATCH LINE 1 / SD1.1MATCH LINE 1 / SD1.2VAHL WAYLEIDEN LN VAHL WAYNumberL509C506L510C507L511Length3.2912.9512.6913.463.01Radius20.00020.000Line/Chord DirectionS00° 00' 00.00"ES18° 32' 54.06"WS37° 05' 48.11"WS17° 49' 19.82"WS01° 27' 08.46"EStart Sta:0+00.000+03.290+16.240+28.930+42.39End Sta:0+03.290+16.240+28.930+42.390+45.39Phase 5 - Alignment 3 - GRAVEL TRAILNumberL508Length1272.03RadiusLine/Chord DirectionN88° 28' 17.35"EStart Sta:0+00.00End Sta:12+72.03Phase 5 - Alignment 2 - ASPHALT TRAILALIGNMENT 2ALIGNMENT 3GRAVELCONNECTORTO TRAILLEGENDMULTI-USE PATH STOP SIGNWOOD POST (NOT DRAWN TO SCALE)STANDARD CITY OF BOZEMAN TRAIL TOTEM3MULTI-USE PATH STOP SIGNNOT TO SCALEASPHALT TRAIL, 2 / SD1.22'MIN.4' MIN.EDGE OF ASPHALTPAVEMENT18X18" MUTCDR1-1 SIGNPERFORATED SQUARESTEEL TUBING3SD1.2 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSW W W WWWWWWWWWWWWWWWWW W W W W W W W WWWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSDSD SDSD SDSDSDSD0+001+002+003+003+220+001+002+003+00 3+36L601L602C601L603L604 L605L606C602C603C604 0+001+002+003+004+005+005+22L607L608L609L610L611L612C605C606C607C608C609DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS OS_P5 P6.DWGSD2.11404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASES 5 & 6 OPEN SPACE ALIGNMENTS 1, 2 & 3PHASE 6TRAIL LAYOUT PLANTRAIL LAYOUT PLAN (PARK & OPEN SPACE PHASE 6) ALIGNMENTS 1, 2 & 31SCALE: 1" = 30'WOOD POST LOCATIONSPOSTNORTHINGEASTING11403.9870-2242.765021405.4540-2187.785031406.9210-2132.804041406.5000-2073.863051390.0410-2005.325061355.4130-1943.645071309.6700-1894.057081242.6470-1859.133091172.5350-1843.1270NOTES:1. NORTHINGS & EASTINGS ARE BASED ON LOCAL CONTROL POINTS SET UPFOR PHASE 3 OF THE DEVELOPMENT.2. NORTHINGS & EASTINGS REFER TO THE CENTER POINT OF THE POST.2CLASS 1 ASPHALT TRAILNOT TO SCALEEXCAVATE 6" OF EXISTING GRADE.BACKFILL WITH 2 LIFTS: APPLY 34" ROADMIX TO BOTTOM 3", & COMPACT; THENAPPLY 38" MINUS NATURAL FINES TO TOP3"*UNDISTURBED SUBGRADE -COMPACT FILL SLOPES TO 95%PROCTOR DENSITY6.0' WIDTHWATER AND ROLL SURFACETO A SMOOTH SEAL2% CROSS SLOPE (3%MAX), CROWN ATCENTER OF TRAILSLOPE EDGES OFF TRAIL 12:1MINIMUM, 5:1 MAXIMUM TO MEETGRADE*NATURAL FINES SHALL CONSIST OF 80% ROCK, 10% SILTAND 10% CLAY. MIX IN ADDITIONAL CLAY BINDER TO MEETTHESE PARAMETERS AS NECESSARY.3GRAVEL TRAILNOT TO SCALEALIGNMENT 2ALIGNMENT 3ALIGNMENT 1CONNECTALIGNMENT 2TO EX. FISHINGACCESSOFF SITEIMPROVEMENTCONNECT TRAIL TOEX. OFF SITE TRAILEX. WETLANDMITIGATIONBOUNDARY, TYP.EX. WATERLINE, TYP.EX. WETLANDVEGETATION,TYP.PHASE 5PHASE 6 PHASE 5PHASE 6SIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK SIDEWALK2345 678918L3.17L3.1EX. TRAILEX. WETLAND MITIGATIONBOUNDARY3SD1.22SD1.2VAUGHN DRIVELAUREL PARKWAYSTANDARD CITY OFBOZEMAN TRAIL TOTEM, TYP.DEBOUR LANEALIGNMENT 1ALIGNMENT 2ALIGNMENT 3SIDEWALKNumberL601C601L602Length300.2015.716.50Radius10.000Line/Chord DirectionN89° 19' 35.18"EN44° 19' 35.18"EN00° 40' 24.82"WStart Sta:0+00.003+00.203+15.91End Sta:3+00.203+15.913+22.41NumberL603C602L604C603L605C604L606Length7.2115.5447.8630.54168.6147.7018.37Radius10.00020.00050.000Line/Chord DirectionN90° 00' 00.00"EN45° 29' 07.82"EN00° 58' 15.64"EN44° 43' 16.50"EN88° 28' 17.35"EN61° 08' 30.20"EN33° 48' 43.05"EStart Sta:0+00.000+07.210+22.750+70.611+01.162+69.773+17.47End Sta:0+07.210+22.750+70.611+01.162+69.773+17.473+35.84NumberL607C605L608C606L609C607L610C608L611C609L612Length26.0627.1923.0731.630.92108.85108.8960.7973.9241.0419.41Radius50.00050.000200.000200.000200.000Line/Chord DirectionN72° 57' 46.37"EN88° 32' 36.00"ES75° 52' 34.37"EN85° 59' 57.85"EN67° 52' 30.07"EN83° 28' 00.33"ES80° 56' 29.41"ES89° 38' 58.07"EN81° 38' 33.27"EN87° 31' 17.68"ES86° 35' 57.92"EStart Sta:0+00.000+26.060+53.250+76.321+07.951+08.872+17.723+26.613+87.414+61.325+02.37End Sta:0+26.060+53.250+76.321+07.951+08.872+17.723+26.613+87.414+61.325+02.375+21.77Phase 6 - Alignment 1 - ASPHALTPhase 6 - Alignment 2 - GRAVELPhase 6 - Alignment 3 - GRAVELSTORMWATERDETENTIONPOND3SD1.2LEGENDMULTI-USE PATH STOP SIGNWOOD POST (NOT DRAWN TO SCALE)STANDARD CITY OF BOZEMAN TRAIL TOTEM SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWWWWWWWWWWWWSD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDS D SD SDSDSDSDSDSDSDSD SD SDSDSDSDC503 C502C505 0+001+002+003+003+77L501L502L503L504L505L506L507 C501C5040+001+002+003+004+005+006+007+00L508DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS OS_P5 P6.DWGSD1.11404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASES 5 & 6 OPEN SPACE ALIGNMENTS 1 & 2PHASE 5TRAIL LAYOUT PLANTRAIL LAYOUT PLAN (OPEN SPACE PHASE 5) ALIGNMENTS 1 & 21SCALE: 1" = 30'MATCH LINE 1 / SD1.1 MATCH LINE 1 / SD1.2 AAJKER CREEK AAJKER CREEKWATERCOURSESETBACKZONE 1WATERCOURSESETBACKZONE 2PHASE 4PHASE 5PHASE 4PHASE 5PHASE 4PHASE 5PHASE 4PHASE 5PHASE 4PHASE 5SIDEWALKSIDEWALK SIDEWALKSIDEWALK SIDEWALKSIDEWALKWESTGATE AVEVAUGHN DRIVEEX. GRAVEL TRAIL8L3.17L3.1EX. SIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK SIDEWALK ALIGNMENT 1ALIGNMENT 1ALIGNMENT 2Phase 5 - Alignment 1 - ASPHALT TRAILNumberL501C501L502C502L503C503L504C504L505C505L506L507Length7.0515.7819.0618.99102.628.9846.7316.5326.9611.189.3994.03Radius50.00050.00050.00050.00050.000Line/Chord DirectionS00° 28' 54.91"WS08° 33' 26.68"ES17° 35' 48.27"ES06° 43' 03.30"ES04° 09' 41.67"WS00° 58' 55.38"ES06° 07' 32.42"ES03° 20' 39.32"WS12° 48' 51.07"WS06° 24' 25.54"WS00° 00' 00.00"ES00° 05' 07.72"EStart Sta:0+00.000+07.050+22.820+41.880+60.871+63.491+72.462+19.202+35.732+62.692+73.872+83.25End Sta:0+07.050+22.820+41.880+60.871+63.491+72.462+19.202+35.732+62.692+73.872+83.253+77.28WOOD POST LOCATIONSPOSTNORTHINGEASTING11382.1930-3060.723021383.4600-3013.240031384.7270-2965.757041386.0670-2915.5112NOTES:1. NORTHINGS & EASTINGS ARE BASED ON LOCAL CONTROL POINTS SET UPFOR PHASE 3 OF THE DEVELOPMENT.2. NORTHINGS & EASTINGS REFER TO THE CENTER POINT OF THE POST.12342SD1.2HERSTAL WAY LEIDEN LNLEIDEN LN MATCH LINE 1 / SD1.1 MATCH LINE 1 / SD1.2NumberL508Length1272.03RadiusLine/Chord DirectionN88° 28' 17.35"EStart Sta:0+00.00End Sta:12+72.03Phase 5 - Alignment 2 - ASPHALT TRAILALIGNMENT 2GRAVELCONNECTORTO TRAILGRAVELCONNECTORTO TRAILLEGENDMULTI-USE PATH STOP SIGNWOOD POST (NOT DRAWN TO SCALE)STANDARD CITY OF BOZEMAN TRAIL TOTEM DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS OS_P5 P6.DWGT11404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASES 5 & 6 OPEN SPACETITLE SHEETNORTHBOZEMAN, MT 59718DESIGN TEAM2880 TECHNOLOGY BLVD. W.THE LAKES AT VALLEY WEST LLCOWNERBILLINGS, MT 59101404 NORTH 31ST STREET, STE. 405PEAKS TO PLAINS DESIGN, P.C.LANDSCAPE ARCHITECTDRAWING INDEXOPEN SPACE: PHASES 5 & 6THE LAKES AT VALLEY WESTBOZEMAN, MONTANAPROJECT LOCATION MAP1NOT TO SCALEE. MAIN ST.LOCATIONPROJECTDURSTON RD.W. OAK STBAXTER LN.W. BABCOCK ST.W. COLLEGE ST.W. KAGY BLVD.HUFFINE LN.W. GRIFFIN DR.COTTONWOOD RD. FERGUSON RD. 19TH AVE. 7TH AVE. N ROUSE AVE. DAVIS LN.INTERSTATE 90INTERSTATE 90INTERSTATE 9019TH AVE.T1 TITLE SHEETSD1.1TRAIL LAYOUT PLAN (OPEN SPACE PHASE 5) ALIGNMENTS 1 & 2SD1.2TRAIL LAYOUT PLAN (OPEN SPACE PHASE 5) ALIGNMENTS 2 & 3SD2.1TRAIL LAYOUT PLAN (PARK & OPEN SPACE PHASE 6) ALIGNMENTS 1, 2, & 3L1.1 PHASE 5 OPEN SPACE: PLANTING PLAN - WESTL1.2 PHASE 5 OPEN SPACE: PLANTING PLAN - EASTL2.1 PHASE 6 OPEN SPACE: PLANTING PLANL3.1PLANTING DETAILS & NOTESL4.1 PHASE 5 OPEN SPACE: IRRIGATION PLAN - WESTL4.2 PHASE 5 OPEN SPACE: IRRIGATION PLAN - EASTL4.3 PHASE 6 OPEN SPACE: IRRIGATION PLANL4.4IRRIGATION DETAILS & NOTES DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS PARK_P6.DWGT11404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 6 PARK AREATITLE SHEETNORTHBOZEMAN, MT 59718DESIGN TEAM2880 TECHNOLOGY BLVD. W.THE LAKES AT VALLEY WEST LLCOWNERBILLINGS, MT 59101404 NORTH 31ST STREET, STE. 405PEAKS TO PLAINS DESIGN, P.C.LANDSCAPE ARCHITECTDRAWING INDEXPARK AREA: PHASE 6THE LAKES AT VALLEY WESTBOZEMAN, MONTANAPROJECT LOCATION MAP1NOT TO SCALEE. MAIN ST.LOCATIONPROJECTDURSTON RD.W. OAK STBAXTER LN.W. BABCOCK ST.W. COLLEGE ST.W. KAGY BLVD.HUFFINE LN.W. GRIFFIN DR.COTTONWOOD RD. FERGUSON RD. 19TH AVE. 7TH AVE. N ROUSE AVE. DAVIS LN.INTERSTATE 90INTERSTATE 90INTERSTATE 9019TH AVE.T1TITLE SHEETT2PHASES 5 & 6 MASTER PLANSD1.1TRAIL LAYOUT PLAN PHASE 6 ALIGNMENTS 1, 2 & 3L1.1PLANTING PLAN: PARK AREA PHASE 6L1.2PLANTING DETAILS & NOTESL1.3IRRIGATION PLAN PHASE 6 PARK AREA SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSSSSSS SS SS SSWWWWW WWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWWWW W W W W W W WWWWWWWW SDSDSDSDSD SD SD SD SDSDSDSDSDSDSDSDSD0+07.050+14.930+22.820+41.880+51.370+60.871+63.491+67.971+72.462+19.202+27.462+35.732+62.692+68.282+73.872+83.25SDSDSDSDSD SD SD SD SDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSWW WWWWWWWWWWWWWWW WWWWWW WWSDSD SDASTMASTM24'[7.30M]28'-3"[8.61M]24' [7.30M]32'-3"[9.83M]6'0+07.050+14.930+22.820+41.880+51.370+60.871+63.491+67.971+72.462+19.202+27.462+35.732+62.692+68.282+73.872+83.25SDSD DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE (C) 2017 PEAKS TO PLAINS DESIGN, P.C. LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING 404 NORTH 31ST STREET, SUITE 405 BILLINGS, MONTANA 59101 (406) 294-9499 - (406) 294-9670 FAX WWW.PEAKSTOPLAINS.COM PEAKS TO PLAINS DESIGNPC 14041_LS PARK_P6.DWGT21404101/16/18JJRGNLGNLBOZEMAN, MONTANATHE LAKES AT VALLEY WEST PHASE 6 PARK AREA MASTER PLANPHASES 5 & 6 PHASES 5 & 6 MASTER PLAN1SCALE: 1" = 80'LAUREL PARKWAY WESTGATE AVE WATER LINE, TYP.EXISTING WETLAND MITIGATIONBOUNDARY, TYP.EXISTING WETLAND VEGETATION, TYP.EXISTINGWETLANDVEGETATION,TYP.EXISTING FISHINGACCESS, TYP.WATER LINE, TYP.EXISTING WETLANDMITIGATION BOUNDARY, TYP.EXISTINGCLASS II TRAILEXISTING CLASS IITRAILEXISTING FISHING ACCESS, TYP.PHASE 6PHASE 1PHASE 4PHASE 2PHASE 4PHASE 3PHASE 5PHASE 4PHASE 5PHASE 4PHASE 4PHASE 4PHASE 3PHASE 3AAJKER CREEK PROPOSED CLASS IIOFF-SITE IMPROVEMENTEXISTING FISHINGACCESS, TYP.VAUGHN DRIVEPARK2NOT TO SCALEOPEN SPACEPARK SPACEEXISTING CLASS IASPHALT TRAILPROPOSED CLASS IASPHALT TRAILPARKOPEN SPACE VAUGHN DRIVEPHASE 6 PHASE 5 DECIDUOUSBOULEVARDTREEDECIDUOUSSHADE TREEDECIDUOUSSHADE TREEDECIDUOUSORNAMENTALTREEDECIDUOUSWETLANDTREECONIFEROUSTREECONIFEROUSTREESMALLCONIFEROUSTREE (MEDIAN)SHRUBS TYPICALLEGENDDECIDUOUSSHADE TREEDECIDUOUSSHADE TREEDECIDUOUSSHADE TREEDECIDUOUSORNAMENTALTREEDECIDUOUSWETLAND TREEWETLAND SHRUBSTYPICALOPEN SPACE AND PARK AREA DIAGRAM(ALL PHASES)PROPOSED CLASS IASPHALT TRAILHERSTAL WAYLEIDEN LNLEIDEN LN VAHL WAY LEIDEN LNVAHL WAYDEBOUR LANE