HomeMy WebLinkAboutC4. Lakes Final Plan1
REPORT TO: Honorable Mayor and City Commission
FROM: Chris Saunders, Policy and Planning Manager Wendy Thomas, Director of Community Development
SUBJECT: Approval of the Final Plan for the public park developed as part of the Lakes at
Valley West Phases 1-2 Subdivision. Submitted in association with Application
15396. Located west of Bronken Park and south of Durston Road. MEETING DATE: October 5, 2015
AGENDA ITEM TYPE: Consent (Quasi-judicial)
RECOMMENDATION: That the City Commission approve the Final Plan for the public park to be
developed as part of the Lakes at Valley West Phases 1-2 Subdivision Final Plat, Application 15396.
BACKGROUND: On June 1, 2015, the City Commission approved the findings of fact completing the
preliminary plat approval to subdivide 64.89 acres into 61 single-household lots, 2 restricted lots, related
streets, open space and park. The developer has applied for final plat review and approval for Lakes at Valley West Phases 1-2 Subdivision platting all of the originally approved lots. The preliminary plat
was approved (5:0) by the City Commission on May 18, 2015. The Commission approved development
of public park as part of the subdivision. The final adoption of the park plan is part of the process to
complete the subdivision.
Staff has concluded that all terms and conditions of the preliminary plat approval related to the park have been met. An improvements agreement has been completed for the future installation of all
incomplete park improvements. The appropriate financial guarantee has been received.
UNRESOLVED ISSUES: None determined at this time.
ALTERNATIVES: 1) Approve the final plan as presented and recommended. 2) Deny the final plan.
FISCAL EFFECTS: Park maintenance is the responsibility of the developer until such point as the
City assumes responsibility for the park.
Attachments: Final Plan
Report compiled on September 25, 2015
Commission Memorandum
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The Lakes at Valley West Subdivision
Final Plat Application – Phase 1
Sec. 38.41.060 – Additional Subdivision Preliminary Plat Supplements
Parks & Recreation Facilities
July 2015
This parks and recreational facilities plan was prepared by:
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Final Plat Application
Sec. 38.41.060 – Additional Subdivision Preliminary Plat Supplements
Parks & Recreation Facilities
38.41.060(a) - Park Plan
A-1. Site Master Plan
A-2. Drainage Areas
A-3. Utilities
A-4. Zoning & Adjacent Property Ownership
A-5. Location and Description of Critical Lands A-6. Park Landscape Plan
A-7. General Description of Land
A-8. Trail Layout & Construction – see A-6
A-9. Park Plan Requirements A-10. Park Plan Requirements
A-11. Park Plan Requirements
A-12. Cost Estimate & Installation Responsibilities
A-13. Playground Equipment Information
A-14. Soil Information & Analysis
38.41.060(b) – Park Maintenance
B-1. Park Maintenance Information
B-2. Weed Control Plan
B-3. Collection Services – see B-1 38.41.060(c) – Irrigation Information
C-1. Park Irrigation Plan – see A-6
C-2. Well Information
38.41.060(d) – Phasing D-1. Phasing
This parks and recreational facilities plan was prepared by:
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OPINION OF PROBABLE COST
Project: The Lakes At Valley West
Phase: Park Space: Phase 1
Date:July 28, 2015
Prepared By:Peaks to Plains Design, PC
ITEM DESCRIPTION QTY UNIT UNIT COST TOTAL RESPONSIBILITY
Deciduous Trees 1-1/2" CAL. Large Shade Trees 16 EA 220.00$ 3,520$ Developer
Ornamental Trees 1-1/2" Caliper Small Shade Trees 3 EA 185.00$ 555$ Developer
Coniferous Trees 5'-6' Height 8 EA 200.00$ 1,600$ Developer
Deciduous Shrubs #5 Ctn.25 EA 50.00$ 1,250$ Developer
Perennials #1 Ctn.37 EA 15.00$ 555$ Developer
Mulch & Fabric Bark Mulch @ 3" w/fabric for planting beds 1101 SF 0.88$ 969$ Developer
Edging Aluminum 50 LF 4.50$ 225$ Developer
Boulders Locally Available 11 EA 250.00$ 2,750$ Developer
Seed Mix 1 Turf Lawn Mix 52587 SF 0.10$ 5,259$ Developer
Seed Mix 2 Upland Native Mix 19423 SF 0.31$ 6,021$ Developer
Gravel Trails 6' wide 1408 LF 10.00$ 14,080$ Developer
Earthwork 72010 SF 0.08$ 5,761$ Developer
Playground Equipment Composite set and Swings 1 LS 85,000.00$ 85,000$ Developer
Playground Surfacing Engineered Wood Fiber @ 1' Depth 3755 SF 3.25$ 12,204$ Developer
Playground Edging Concrete 6" wide x12" depth 261 LF 12.00$ 3,132$ Developer
Site Furniture: Picnic Tables 4x4' Square Expanded Metal 6 EA 1,200.00$ 7,200$ Others
Site Furniture: Benches 6' benches 2 EA 1,285.00$ 2,570$ Others
Wells 35 GPM Wells 1 EA 6,500.00$ 6,500$ Developer
Irrigation Sprays for boulevard & pocket parks 8170 SF 1.00$ 8,170$ Developer
Irrigation Rotors & MPRs 44419 SF 0.55$ 24,430$ Developer
Irrigation Planting beds, island, & boxes drip 910 SF 1.00$ 910$ Developer
SUBTOTAL 192,660$
MOBILIZATION & INSURANCE 5%9,633$
CONTINGENCY 10%20,229$
PROFESSIONAL FEES 10%22,252$
TOTAL 244,775$
7/27/2015 PS Phase 1
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The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
SEC. 38.41.060
Additional Subdivision Preliminary Plat Supplements
A(13)
1. Manufacturer:
Landscape Structures
2. Installation Data & Specifications:
Installation data and specifications are provided by the manufacturer upon purchase of
equipment, prior to any equipment installation.
3.Installer:
Dakota Fence - Williston, ND
4. Type of Fall Zone Surfacing:
Engineer wood fiber (3,755 square feet at 1-foot depth)
5. Intended Age-Group:
Ages 5-12
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PROPOSED BOZEMAN PARK #1BOZEMAN, MT January 24, 2015LARRY GRONDAHL81
Soil Map—Gallatin County Area, Montana
(VALLEY WEST: PHASE 1 & 2 SOILS)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
12/5/2014
Page 1 of 350583005058400505850050586005058700505880050589005059000505910050592005058300505840050585005058600505870050588005058900505900050591005059200490400490500490600490700490800490900491000491100491200491300491400491500491600491700491800
490400 490500 490600 490700 490800 490900 491000 491100 491200 491300 491400 491500 491600 491700 491800
45° 41' 11'' N 111° 7' 27'' W45° 41' 11'' N111° 6' 15'' W45° 40' 38'' N
111° 7' 27'' W45° 40' 38'' N
111° 6' 15'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 12N WGS84
0 300 600 1200 1800Feet
0 100 200 400 600Meters
Map Scale: 1:7,080 if printed on A landscape (11" x 8.5") sheet.
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MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at 1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Gallatin County Area, Montana
Survey Area Data: Version 18, Sep 3, 2014
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Jul 28, 2011—Aug 10,
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Soil Map—Gallatin County Area, Montana
(VALLEY WEST: PHASE 1 & 2 SOILS)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
12/5/2014
Page 2 of 383
Map Unit Legend
Gallatin County Area, Montana (MT622)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
448A Hyalite-Beaverton complex,
moderately wet, 0 to 2
percent slopes
9.5 5.2%
509B Enbar loam, 0 to 4 percent
slopes
41.5 22.6%
510B Meadowcreek loam, 0 to 4
percent slopes
46.3 25.2%
511A Fairway silt loam, 0 to 2 percent
slopes
1.1 0.6%
537A Lamoose silt loam, 0 to 2
percent slopes
28.8 15.7%
748A Hyalite-Beaverton complex, 0 to
4 percent slopes
56.6 30.8%
Totals for Area of Interest 183.8 100.0%
Soil Map—Gallatin County Area, Montana VALLEY WEST: PHASE 1 & 2 SOILS
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
12/5/2014
Page 3 of 3
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4+00
5+00
6+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0026+05SDSDSDSDSDSDSDSDSDSDSDSDSDSD2880 Technology Blvd WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702010010020050HORIZ. SCALEIN FEETSHEET NUMBERPROJECT NUMBERDRAWING NUMBERN:\5352\002\ACAD\EXHIBITS\STORM DRAINAGE\POST-DEVELOPMENT.DWG PLOTTED BY:COOPER KRAUSE ON Jan/27/2015COPYRIGHT MORRISON-MAIERLE, INC., 2015APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.002XFIG.2BOZEMANMONTANACPKMGHKDJ01/2015QCBYQCDATEPOST-DEVELOPMENT DRAINAGE MAPTHE LAKES AT VALLEY WESTDURSTON ROADLEGENDLAUREL PARKWAYWESTMORLAND ROADDET 2.2DET 1.4DET 1.1DET 1.3C1.402.000.802.001.201.000.802.000.800.801.121.902.000.602.201.400.602.001.751.000.801.201.000.800.800.801.30DURSTON ROADHUFFINE LANECOTTONWOOD ROADMATCH LINEMATCH LINEPHASE 1PHASE 2FUTURE PHASESVICINITY MAPSCALE: 1"=1000'GOOCH HILL ROADAAJKER CREEKBAXTER CREEKEXISTING 24" CMP(REPLACE WITH 2-3614" x 2212" ARCP)WESTGATE AVENUEEXISTING36" CMPPROPOSEDCUTOFF DITCH(FUTURE PHASE CONSTRUCTION)SOUTH SITE BOUNDARYEXISTING RCP CULVERTBAXTERCREEKWEST LAKEEAST LAKEPROPOSEDCUTOFF DITCH(PHASE 1 AND 2 CONSTRUCTION)PHASE 1 AND 2 CONSTRUCTIONPHASE 1 AND 2 CONSTRUCTIONFUTURE PHASECONSTRUCTIONFUTURE PHASECONSTRUCTION85
The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
Utilities
All affected publicly and privately owned utilities have been notified and provided copies of the
Preliminary Plat for The Lakes at Valley West Subdivision – Phases 1 and 2. These include:
•Northwestern Energy (gas and electric)
•CenturyLink
•Charter Communications
Copies of the letters to each of these utilities requesting design input are included in Section 38,
along with any other correspondence.
Northwewstern Energy will provide natural gas and electric service to the development. These
facilities will be located in public utility easements along the roadways within the subdivision.
New electric and natural gas lines will be placed underground.
Century Link and/or Charter Communications will provide cable, telephone and fiber service to
the development. These facilities will be located in public utility easements along the roadways
within the subdivision. New lines will be placed underground.
Attached is a utility exhibit (Exhibit A) that illustrates the existing water, sewer, storm and dry
utilities present on the site and adjacent to the site. Future utilities are shown on the exhibit as
well, with public utility easements noted where utilities will cross lots or open space.
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8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSDSDSDSDSDSDUTILITY LAYOUTTHE LAKES AT VALLEY WESTFIGURE NUMBERPROJECT NO.DRAWN BY:CHK'D. BY:APPR. BY:DATE:COPYRIGHT MORRISON-MAIERLE, INC., 20152880 Technology Blvd. W.Bozeman MT 59718Phone: (406) 587-0721Fax: (406) 922-6702N:\5352\002\ACAD\Exhibits\Utility Layout for Landscape.dwg Plotted by cooper krause on Jan/23/20155352.002EX.ABOZEMANMONTANACPKKDJKDJ01/2015LEGENDEXISTINGWATER LINESEWER LINEMAJOR CONTOURFIRE HYDRANTWATER VALVEWATER LINEWSEWER LINESSWATER VALVESTORM DRAINSDPUBLIC UTILITY EASMENT(ONLY SHOWN FOR PH 1 AND 2)PROPOSEDBURIED TELEPHONESEWER VALVEELETRICAL METERPOWER POLEMAILBOXLIGHT POLESEWER MANHOLETELEPHONE BOXDECIDUOUS TREEOVERHEAD POWERLIGHT FIXTURESMINOR CONTOURBURIED GASGAS VALVELAUREL PARKWAYDURSTON ROADWESTMORLAND DRIVEWESTGATE AVENUESTORM POND87
2880 Technology Blvd WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERN:\5352\002\ACAD\EXHIBITS\ADJACENT OWNERS- PH1 AND 2.DWG PLOTTED BY:COOPER KRAUSE ON Jan/23/2015COPYRIGHT MORRISON-MAIERLE, INC., 2015APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.002XEXBOZEMANMONTANACPKKDJKDJ01/2015QCBYQCDATEADJACENT OWNERS: PHASE 1 AND 2THE LAKES AT VALLEY WESTROBER
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FOUR CORNERS CONSTRUCTION LLCVALLEY WEST SUBNOT TO SCALEVALLEY WEST SUBPHASE 2PHASE 1VALLEY WEST SUBJEFFER
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CELTIC CONDOUNITOWNERAPAUL AND LYNNEELDER TRUSTBPATRICK T ANDCHRISTINA MHAGGERTYDURSTON ROAD88
PHASE 2PHASE 3PHASE 4PHASE 5PHASE 6PHASE 7PHASE 8WESTGATE AVENUEWESTMORLAND DRIVEDURSTON ROADR-3R-2R-1R-1PL-1UNZONEDUNZONEDR-2R-3R-4PHASE 1LOCAL STREETFOUND 5/8" REBAR WITHYELLOW PLASTIC CAPMARKED "MORRISONMAIERLE, INC."NO MONUMENT FOUND.RE-ESTABLISHED AT THERECORD POSITIONNO MONUMENT FOUND.POINT FOR SOUTHEASTCORNER OF TRACT 2ARE-ESTABLISHED AT THERECORD POSITIONPOINT FOR THE CENTER-NORTH 1/16CORNER RE-ESTABLISHED AT THERECORD POSITION SHOWN ONC.O.S. 1005B. ORIGINAL MONUMENTWAS LIKELY DESTROYED BY UTILITYINSTALLATION.FOUND 5/8" REBAR WITH A YELLOWPLASTIC CAP MARKED"MORRISON-MAIERLE, INC." AT APOINT S. 66°18'19" E., 0.27 FEET FROMTHE POINT SHOWN ON C.O.S. 1005B,& N. 15°22'16" E., 0.85 FEET FROM THEPOINT FOR THE SOUTHEAST CORNEROF TRACT 2 OF C.O.S. 1581POINT FOR W 1/16 CORNER FALLS INDURSTON ROAD FROM WHICH A FOUNDREBAR WITH A YELLOW PLASTIC CAP,5606S, BEARS S. 01°38'14" W., 32.38 FEETPOINT FOR THE CORNERTO SECTIONS 3,4,9, AND 10RE-ESTABLISHED AT THERECORD POSITION. CCRFILED CONCURRENTLY.LAUREL PARKWAYBASIS OF BEARINGTHE BEARINGS SHOWN HEREON ARE MODIFIED RECORDBEARINGS. THE RECORD BEARING, N.01°06'05”E., ALONGTHE EAST LINE OF THE NORTHEAST ONE-QUARTER OFSECTION 9, WAS RECOMPUTED BASED ON THERE-ESTABLISHMENT OF OBLITERATED CORNERS BETWEENTHE ONE-QUARTER CORNER BETWEEN SECTION 9 ANDSECTION 10, AND THE CORNER TO SECTIONS 3, 4, 9, AND10. THE RESULTING BEARING IS N.01°06'00”E.A PORTION OF TRACT 1 OF CERTIFICATE OF SURVEY NO. 1005B AND A PORTION OFTRACT 2A OF CERTIFICATE OF SURVEY NO. 1005C, SITUATED IN THE NW1/4 OF THE NE1/4,AND THE NE1/4 OF THE NW1/4 OF SECTION 9, TOWNSHIP 2 SOUTH, RANGE 5 EAST,PRINCIPAL MERIDIAN, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANAPRELIMINARY PLATCOTTONWOOD ROADHUFFINE LANEVICINITY MAPN.T.S.PHASE 3AFERGUSON AVEBABCOCK ST.DURSTON RD.PROJECT AREAPHASE 2VICINITY MAPAREA SUMMARY- PH. 1&2LOT AREA:PUBLIC R-O-W AREA:PUBLIC R-O-W AREA (MODIFIED ALLEY):OPEN SPACE (PUBLIC):DEDICATED PARKLAND:TOTAL AREA:6.40 ac (278852) SqFt4.38 ac (190867) SqFt1.08 ac (46806) SqFt3.21 ac (140025) SqFt 5.08 ac (221067) SqFt20.15 ac (877617) SqFtOWNERTHE LAKES AT VALLEY WEST, LLC2880 TECHNOLOGY BLVD. WESTBOZEMAN, MT. 59718ZONINGCITY OF BOZEMANR-1THE LAKES AT VALLEY WEST - PHASE 1 & PHASE 2PURPOSETO CREATE 62 RESIDENTIAL LOTSRESIDENTIAL DEVELOPMENT OF 62 LOTSI, Daniel J. Boers, Montana Professional Land Surveyor License No. 14732LS, hereby certify that the Final Plat ofThe Lakes at Valley West Phase 1 & Phase 2 was surveyed under my supervision between October 2015 andJanuary 2015, and platted the same as shown on the accompanying plat and as described in accordance with theprovisions of the Montana Subdivision and Platting Act, §76-3-101 through §76-3-625, M.C.A., and the BozemanUnified Development Ordinance. I further certify that monuments which have not been set by the filing date of thisinstrument will be set by August 2015, due to public improvements construction pursuant to 24.183.1101(1)(d)A.R.M.Dated this___________day of_________________, 2015.________________________________________________________Daniel J. Boers, PLS, CFedSMT Reg. #14732LSMorrison-Maierle, Inc.THE LAKES AT VALLEY WEST, BOZEMAN, LLC.By: JSKHGK Investments 1, LLCIts: Manager______________________________________________________________________________________James S. Kaiser, Member DatedState of ____________________________________County of ___________________________________On this ________________ day of ___________________________, 2015, before me, the undersignedNotary Public for the State of _____________________ personally appeared _______________________,known to me to be the Member of The Lakes at Valley West, Bozeman, LLC. and acknowledged to me thatsaid LLC executed the same.Notary Public in and for the State of ___________________Printed Name _____________________________________Residing at _______________________________________My commission expires _____________________________CERTIFICATE OF COMPLETION OF IMPROVEMENTSI, XXX, and I, Kevin D. Jacobsen, 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 BozemanMunicipal Code or as conditions of approval of the Final Plat of The Lakes at Valley West Phase 1 & Phase 2,have been installed in conformance with the approved plans and specifications, or financially guaranteed andcovered by the improvements agreement accompanying this plat.Installed Improvements:1. Water and Sewer Services2. Site Grading and DrainageFinancially Guaranteed Improvements:1. Concrete SidewalksThe subdivider hereby warrants against defects in these improvements for a period of two years from the date ofacceptance by the City of Bozeman.The subdivider grants possession of all public infrastructure improvements to the City of Bozeman and the Cityhereby accepts possession of all public infrastructure improvements, subject to the above indicated warranty._______________________________________ ____________________________XXX, Managing Partner DatedThe Lakes at Valley West, LLC._______________________________________ ____________________________Kevin D. Jacobsen, No. 13897PE DatedMorrison Maierle, Inc._______________________________________ ____________________________Craig Woolard DatedDirector of Public ServiceCity of Bozeman, MTI, Craig Woolard, Director of Public Service, City of Bozeman, Montana, do hereby certify that theaccompanying plat has been duly examined and has found the same to conform to the law, approve it, andhereby accept the dedication to the City of Bozeman for the public use of any and all lands shown on the platas being dedicated to such use.Dated this __________ day of ____________________, 2015.________________________________________Craig WoolardDirector of Public ServiceCity of Bozeman, MTI, Kimberly Buchanan, Treasurer of Gallatin County, Montana, do hereby certify that the accompanying plat hasbeen duly examined and that all real property taxes and special assessments assessed and levied on the landto being divided have been paid.Dated this __________ day of ____________________, 2015.________________________________________Kimberly BuchananTreasurerGallatin County, MontanaCERTIFICATE OF COUNTY TREASURERI, Charlotte Mills, Clerk and Recorder of Gallatin County, Montana, do hereby certify that the foregoing instrumentwas filed in my office at _______ o'clock, __________(a.m., or p.m.), this _________ day of ______________,2015, and recorded in Book ______ of Plats on page __________, and Document # ____________________,Records of the Clerk and Recorder, Gallatin County, Montana.Dated this __________ day of ____________________, 2015.________________________________________Charlotte MillsClerk and RecorderGallatin County, MontanaCERTIFICATE OF CLERK AND RECORDERFinal Plat of The Lakes at Valley West Phase 1 & Phase 2, 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 adoptedpursuant to section 76-1-601 et seq., MCA, and can be provided with adequate storm water drainage and adequatemunicipal facilities. Therefore under the provisions of Section 76-4-125(2)(d), MCA, this survey is excluded from therequirement for Montana Department of Environmental Quality review.Dated this ________________________ day of _______________________________, 2015.__________ ______________________Craig WoolardDirector of Public ServiceCity of Bozeman, MTCERTIFICATE OF EXCLUSION FROM MONTANADEPARTMENT OF ENVIRONMENTAL QUALITY REVIEWCERTIFICATE OF DIRECTOR OF PUBLIC SERVICECERTIFICATE OF SURVEYORWe, the undersigned property owners, do hereby certify that we have caused to be surveyed, subdivided andplatted into lots, blocks, streets, and alleys, and other divisions and dedications, as shown by the plat hereuntoincluded, the following described tract of land, to wit:A parcel of land being a portion of Tract 1 of Certificate of Survey No. 1005B and a portion of Tract 2A ofCertificate of SurveyNo. 1005C, situated in the NW1/4 of the NE1/4, and the NE1/4 of the NW1/4 of Section 9, Township 2 South,Range 5 East, Principal Meridian, City of Bozeman, Gallatin County, Montana, and more particularly describedas follows:Commencing at the Corner to Sections 3, 4, 9, and 10, Township 2 South, Range 5 East, Principal Meridian;thenceS.89° 46' 59"W. for 1816.88 feet to the northeast corner of Tract 2A of Certificate of Survey No. 1005C, thePoint of Beginning; thence S.01° 02' 06"W. for 659.22 feet to the angle point between Tract 2A of Certificate ofSurvey No. 1005C and Bronken Park of Valley West Subdivision, Plat J-320; thence S.89° 46' 59"W. for 781.15feet; thence N.00° 58' 16"E. for 157.38 feet; thenceS.89° 46' 59"W. for 90.02 feet; thence N.00° 58' 16"E. for 500.48 feet to a point on the section line betweenSection 4 andSection 9; thence N.88° 04' 19"E. for 45.06 feet to the One-Quarter Corner between Section 4 and Section 9;thenceN.89° 46' 59"E. for 826.90 feet to the Point of Beginning.The described parcel contains 560,205 square feet, or 12.861 acres, more or less.This parcel of land to be known as, “Phase 1 of The Lakes at Valley West”.A parcel of land being a portion of Tract 1 of Certificate of Survey No. 1005B, situated in the NE1/4 of the NW1/4of Section 9, Township 2 South, Range 5 East, Principal Meridian, City of Bozeman, Gallatin County, Montana,and more particularly described as follows:Commencing at the One-Quarter Corner between Section 4 and Section 9, Township 2 South, Range 5 East,Principal Meridian; thence S.88° 04' 19"W. for 45.06 feet to the northeast corner of Phase 1 of The Lakes atValley West, the Point of Beginning; thence S.00° 58' 16"W. for 656.00 feet; thence S.88° 04' 19"W. for 487.01feet; thence N.13° 17' 40"W. for 223.76 feet;thence N.19° 42' 50"E. for 388.15 feet; thence N.01° 54' 25"W. for 75.00 feet to a point on the section linebetween Section 4 and Section 9; thence N.88° 04' 19"E. for 421.11 feet to the Point of Beginning.The described parcel contains 317,432 square feet, or 7.287 acres, more or less.This parcel of land to be known as, “Phase 2 of The Lakes at Valley West”.CERTIFICATE OF DEDICATIONP.O.B.PH. 2P.O.B.PH.1LEGENDFOUND REBAR WITH A PLASTIC CAPFOUND REBAR WITH AN ALUMINUM CAPSET REBAR, 5/8 IN. DIAM. WITH YELLOW PLASTIC CAPMARKED "MORRISON-MAIERLE INC. 14732LS"SET REBAR, 5/8 IN. DIAM. WITH AN ALUMINUM CAP, 2 IN.DAIM. MARKED "MORRISON-MAIERLE INC. 14732LS"FOUND SECTION CORNER AS NOTEDFOUND ONE-QUARTER CORNERRECORD N01°06'05" E 2660.45'MEASURED N01°06'00" E 2660.45'POINT FOR THE CORNER TOSECTIONS 4,5,8, AND 9 RE-ESTABLISHEDAT THE RECORD POSITION AS DESCRIBEDON CCR BOOK 2, PAGE 1572 CCR FILEDCONCURRENTLYPOINT FOR THE 1/4 CORNER BETWEENSECTION 4 AND SECTION 9 RE-ESTABLISHEDAT THE RECORD POSITION. CCR FILEDCONCURRENTLY.89
Proposal The Lakes at Valley West Subdivision – PUD
Property Owners
Adjacent to proposal site and across watercourses, roads, etc.
Within 200 feet of the proposal site.
N:\5352\002\Design Docs\Platting\Adjoiners List\6B Adjoiner List_PUD.docx
Legal Description of Property Property Owner’s Name Mailing Address of Property Owner
from County Tax Records
1 LAUREL GLEN SUB PH 1, S04, T02 S, R05 E,
BLOCK 11, Lot 5, ACRES 0.28, PLAT J-374 MELISSA L MORELLI
KEVIN FOSTER
3300 VICKERS DR
GLENDALE, CA 91208-1606
2
GOLDENHILLS CONDO, S04, T02 S, R05 E,
LAUREL GLEN SUB PH 1 LOT 4 BLK 11 PLAT J-
374 CONDO MASTER
GOLDENHILLS CONDO
MASTER
GENERAL DELIVERY
BOZEMAN, MT 59718-9999
2a
GOLDENHILLS CONDO, S04, T02 S, R05 E,
LAUREL GLEN SUB PH 1 LOT 4 BLK 11 PLAT J-
374 UNIT C
JANE PAGE BARTLEY &
TIMOTHY BIXLER HOZIER
623 WESTGATE AVE APT C
BOZEMAN, MT 59718-6591
2b
GOLDENHILLS CONDO, S04, T02 S, R05 E,
LAUREL GLEN SUB PH 1 LOT 4 BLK 11 PLAT J-
374 UNIT A
NIKOLAI & KAREN
BASHKIREW
427 GREENWAY AVE
BOZEMAN, MT 59718-1821
2c
GOLDENHILLS CONDO, S04, T02 S, R05 E,
LAUREL GLEN SUB PH 1 LOT 4 BLK 11 PLAT J-
374 UNIT D
CODY CORNWELL
JULI CORNWELL
103 NEWTON AVE
GLASGOW, MT 59230
2d
GOLDENHILLS CONDO, S04, T02 S, R05 E,
LAUREL GLEN SUB PH 1 LOT 4 BLK 11 PLAT J-
374 UNIT C
HALEY VICCHIO 623 WESTGATE AVE APT B
BOZEMAN, MT 59718-6591
3 LAUREL GLEN SUB PH 1, S04, T02 S, R05 E,
BLOCK 14, Lot 1, ACRES 0.358, PLAT J-374 JASON SCHWARTZ 68 N FAWN PL
BELGRADE, MT 59714
4
LAUREL GLEN SUB PH 1, S04, T02 S, R05 E,
BLOCK 14, ACRES 0.43, PUBLIC PARK 3, PLAT J-
374
LAUREL GLEN SUBDIVISION
PH 1
GENERAL DELIVERY
BOZEMAN, MT 59718-9999
5
SHADOW GLEN CONDO, S04, T02 S, R05 E,
LAUREL GLEN SUB PH 1 LOT 2 BLK 4 PLAT J-374
CONDO MASTER
SHADOW GLEN CONDO
MASTER
GENERAL DELIVERY
BOZEMAN, MT 59718-9999
5a
SHADOW GLEN CONDO, S04, T02 S, R05 E,
LAUREL GLEN SUB PH 1 LOT 2 BLK 4 PLAT J-374
UNIT C
WILSON GONZALEZ
LINDSAY DYER
4716 SHADOWGLEN DR
BOZEMAN, MT 59718
5b SHADOW GLEN CONDO, S04, T02 S, R05 E,
LAUREL GLEN SUB PH 1 LOT 2 BLK 4 PLAT J-374 JERRY SHAE 5458 134TH AVE NW
WILLISTON, ND 58801-8998
90
Proposal The Lakes at Valley West Subdivision – PUD
Property Owners
Adjacent to proposal site and across watercourses, roads, etc.
Within 200 feet of the proposal site.
N:\5352\002\Design Docs\Platting\Adjoiners List\6B Adjoiner List_PUD.docx
Legal Description of Property Property Owner’s Name Mailing Address of Property Owner
from County Tax Records
UNIT B
5c
SHADOW GLEN CONDO, S04, T02 S, R05 E,
LAUREL GLEN SUB PH 1 LOT 2 BLK 4 PLAT J-374
UNIT A
JAMES M WARFIELD 4716 SHADOWGLEN DR APT A
BOZEMAN, MT 59718-6594
6
SHAMROCK CONDO, S04, T02 S, R05 E, LAUREL
GLEN SUB PH 1 LOT 3 BLK 14 PLAT J-374
CONDO MASTER
SHAMROCK CONDO
MASTER
GENERAL DELIVERY
BOZEMAN, MT 59718-9999
6a SHAMROCK CONDO, S04, T02 S, R05 E, LAUREL
GLEN SUB PH 1 LOT 3 BLK 14 PLAT J-374 UNIT A JEFFREY M & KAMIE R
GARNER
6901 W 84TH ST APT 206
BLOOMINGTON, MN 55438-1188
6b SHAMROCK CONDO, S04, T02 S, R05 E, LAUREL
GLEN SUB PH 1 LOT 3 BLK 14 PLAT J-374 UNIT C JOHN KELLY & DICKIE FOX
KELLY
4521 NE 201ST PL
LK FOREST PK, WA 98155-1704
6c SHAMROCK CONDO, S04, T02 S, R05 E, LAUREL
GLEN SUB PH 1 LOT 3 BLK 14 PLAT J-374 UNIT D MAKOS FAMILY TRUST 1794 SPYGLASS CIR
VISTA, CA 92081-8950
6d SHAMROCK CONDO, S04, T02 S, R05 E, LAUREL
GLEN SUB PH 1 LOT 3 BLK 14 PLAT J-374 UNIT B DOUGLAS C MORIARTY 4684 SHADOWGLED DR APT B
BOZEMAN, MT 59718-6595
7
CELTIC CONDO, S04, T02 S, R05 E, LAUREL
GLEN SUB PH 1 LOT 4 BLK 14 PLAT J374 CONDO
MASTER
CELTIC CONDO MASTER GENERAL DELIVERY
BOZEMAN, MT 59718-9999
7a CELTIC CONDO, S04, T02 S, R05 E, LAUREL
GLEN SUB PH 1 LOT 4 BLK 14 PLAT J374 UNIT A
PAUL & LYNNE ELDER
TRUST DTD 1/17/97
PAUL W & LYNNE B ELDER
TRUSTEES
115 NEZ PERCE DR
BOZEMAN, MT 59715-8304
7b CELTIC CONDO, S04, T02 S, R05 E, LAUREL
GLEN SUB PH 1 LOT 4 BLK 14 PLAT J374 UNIT B
PATRICK T HAGGERTY
CHRISTINA M HAGGERTY
4662 SHADOWGLEN DR APT B
BOZEMAN, MT 59718
8 LAUREL GLEN SUB PH 1, S04, T02 S, R05 E,
BLOCK 14, Lot 5, ACRES 0.213, PLAT J-374 JEFFREY D SADIK 4648 SHADOWGLEN DR APT A
BOZEMAN, MT 59718-6597
91
Proposal The Lakes at Valley West Subdivision – PUD
Property Owners
Adjacent to proposal site and across watercourses, roads, etc.
Within 200 feet of the proposal site.
N:\5352\002\Design Docs\Platting\Adjoiners List\6B Adjoiner List_PUD.docx
Legal Description of Property Property Owner’s Name Mailing Address of Property Owner
from County Tax Records
9 LAUREL GLEN SUB PH 1, S04, T02 S, R05 E,
BLOCK 14, Lot 6, ACRES 0.225, PLAT J-374
ROBERT J & VONNIE K
ROLLER
82 W SHORE DR
BELGRADE, MT 59714-9537
10 LAUREL GLEN SUB PH 1, S04, T02 S, R05 E,
BLOCK 14, Lot 7, ACRES 0.235, PLAT J-374 ANGELA M MACKAY 4608 SHADOWGLEN DR
BOZEMAN, MT 59718-6554
11 LAUREL GLEN SUB PH 1, S04, T02 S, R05 E,
BLOCK 14, Lot 8, ACRES 0.231, PLAT J-374
HABITAT FOR HUMANITY OF
GALLATIN VALLEY INC
230 ARDEN DR
BELGRADE, MT 59714-8917
12 LAUREL GLEN SUB PH 1, S04, T02 S, R05 E,
BLOCK 14, Lot 9, ACRES 0.226, PLAT J-374 TONY KABER 4568 SHADOWGLEN DR
BOZEMAN, MT 59718-6555
13 LAUREL GLEN SUB PH 1, S04, T02 S, R05 E,
BLOCK 14, Lot 10, ACRES 0.222, PLAT J-374 MICHELLE DEVES 1627 W MAIN ST STE 183
BOZEMAN, MT 59715-4011
14 LAUREL GLEN SUB PH 1, S04, T02 S, R05 E,
BLOCK 14, Lot 11, ACRES 0.298, PLAT J-374
DANIEL & LORALYN A
SAPORITO
41 HART AVE
HOPEWELL, NJ 08525-1411
15 MINOR SUB 201A, S04, T02 S, R05 E, Lot 2A,
ACRES 33.5683
FOUR CORNERS
CONSTRUCTION LLC
125 CENTRAL AVE STE 1A
BOZEMAN, MT 59718-9616
16 VALLEY WEST SUB, S09, T02 S, R05 E, Lot PARK,
ACRES 39.06, PLAT J-320 VALLEY WEST SUB GENERAL DELIVERY
BOZEMAN, MT 59718-9999
17
S09, T02 S, R05 E, ACRES 210.117, SE4NW4,
SW4NE4, NE4SW4, SE4SW4, NW4SE4, SW4SE4
& 41'X 1320' WS OF SE4SE4 LESS HWRW & LESS
PLAT 503 & 509
NORTON PROPERTIES LLC
KEVIN SPENCER
63026 NE LOWER MEADOW DR #200
BEND, OR 97701-5877
18 S09, T02 S, R05 E, ACRES 39.25, SW4NW4 LESS
25' RD ON NS
AAJKER CREEK
PROPERTIES LLC
4700 GOOCH HILL RD
BOZEMAN, MT 59718-9027
19 S09, T02 S, R05 E, C.O.S. 1581, PARCEL 2,
ACRES 20.526 ALAN D FULTON 958 RIALTO WAY
BUTTE, MT 59701-7113
20 S09, T02 S, R05 E, C.O.S. 1581, PARCEL 1,
ACRES 20.519 ALAN D FULTON 958 RIALTO WAY
BUTTE, MT 59701-7113
21 S04, T02 S, R05 E, ACRES 40, SW4SW4 BONITA L NOLLMEYER PO BOX 1503
BELGRADE, MT 59714-1503
92
2880 Technology Blvd WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-67020757515050HORIZ. SCALEIN FEETSHEET NUMBERPROJECT NUMBERDRAWING NUMBERN:\5352\002\ACAD\EXHIBITS\ADJACENT OWNERS- PUD.DWG PLOTTED BY:COOPER KRAUSE ON Jan/23/2015COPYRIGHT MORRISON-MAIERLE, INC., 2015APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.002XEXBOZEMANMONTANACPKKDJKDJ01/2015QCBYQCDATEADJACENT OWNERS: PUDTHE LAKES AT VALLEY WESTMELISSA L MORELLIKEVIN FOSTERJASO
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FOUR CORNERS CONSTRUCTION LLCALAN D FULTONBONITA L NOLLMEYERALAN D FULTONAAJKER CREEK PROPERT
IES
LLCNORTON PROPERTIES LLCKEVIN SPENCERVALLEY WEST SUBSHADOW GLEN CONDOUNITOWNERAJAMES M WARFIELDBJERRY SHAECWILSON GONZALEZAND LINDSAY DYERSHAMROCK CONDOUNITOWNERAJEFFREY M & KAMIER GARNERBDOUGLAS CMORIARTYCJOHN KELLY &DICKIE FOXDMAKOS FAMILYTRUSTLAUREL PARKWAY
WESTMORLAND DRIVELOCAL STREETWESTGATE AVENUE
DURSTON ROADCELTIC CONDOUNITOWNERAPAUL AND LYNNEELDER TRUSTBPATRICK T ANDCHRISTINA MHAGGERTYGOLDEN HILLS CONDOUNITOWNERANICKOLAI & KARENBASHKIREWBHALEY VICCHIOCJANE PAGEBARTLEY & TIMOTHYBIXLER HOZIERDCODY & JULIECORNWELLGOLDEN HILLSCONDO93
The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
Surface Water
Exhibit A shows a plat overlay of surface waters and wetlands that exist within the Lakes at
Valley West property boundaries. Surface water resources include Baxter Creek, located along
the northeast property boundary, the West Lake and East Lake, and a large palustrine wetland
complex located southeast of the East Lake. Aajker Creek is located outside the west property
boundary although the 50-foot watercourse setback extends across the west boundary into the
Lakes parcel. There is no designated floodplain for Baxter Creek. The resource conditions
associated with Baxter Creek, the Lakes, and the wetland complex are detailed in the following
sections.
Baxter Creek and Aajker Creek and the adjacent wetland fringes will be protected from
development by 50-foot watercourse setbacks in accordance with Section 38.23.100 Watercourse
setback (A) of the City of Bozeman Unified Development Code (UDC). The Lakes and the
palustine, emergent wetland complex will be protected in most areas by a 50-foot upland buffer
between the edge of the lacustrine fringe and residential lot boundaries.
Baxter Creek
The Gallatin County Conservation District (GCD) classifies Baxter Creek as a perennial stream.
The creek channel within the property is approximately 7 to 10 feet wide and 1,373 feet long,
flowing from south to north between the Baxter Natural Area city park and the Lakes at Valley
West. Baxter Creek is diverted from the Farmer’s Canal approximately 1.2 miles south of the
Lakes property. The boundaries of the open water channel and adjacent riverine fringe were
originally delineated in 1994 in anticipation of the original Valley West Subdivision plat
submittal. Fifty-foot watercourse setbacks were established from the edge of the riverine
wetland fringe in the October 2003 Preliminary Plat Application (Figure A). The watercourse
setbacks have been maintained to the present in accordance with Section 38.23.100 Watercourse
setback (A) of the City of Bozeman UDC.
Base flows fed by high groundwater and irrigation water originating in the Farmer’s Canal in
summer provide the main sources of hydrology for Baxter Creek. High flow events are typically
related to stormwater runoff events and melting valley snowpack. The reach of Baxter Creek
within the project boundaries had been negatively impacted by livestock grazing and agricultural
practices resulting in an overly wide stream channel, bank erosion, lack of pool habitat, and lack
of woody riparian vegetation. Restoration of a segment of Baxter Creek extending 1,800 feet
south of Durston Road was completed in 2006. The work included narrowing the channel,
94
The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
stabilizing eroding banks, and enhancing fish habitat by constructing pools throughout the stream
reach located on the Lakes property. The restored banks were revegetated with salvaged sod
mats and custom seed mixes. The east side of Baxter Creek was planted with trees and shrubs as
part of the Baxter Natural Area construction in 2007. Approximately 692 containerized woody
plant materials were installed within the riparian corridor of Baxter Creek and the Baxter Creek
Natural area. The west side of the corridor was planted with trees and shrubs in fall 2008
coincident with construction of The Lakes. Planting details are included in the Vegetation
Section. The Baxter Creek corridor, adjacent riverine wetland fringe, and 50-foot watercourse
setback will be protected from development. A gravel fines trail was constructed in 2008 at the
outer edge of the watercourse setback in accordance with Section 38.23.100 of the UDC.
Aajker Creek
The GCD classifies Aajker Creek as a perennial stream, diverted from the Farmer’s Canal
approximately 1.48 miles south of the project boundaries. The creek channel north of Farmer’s
Canal has been straightened historically for agricultural purposes. The creek flows south to
north outside the Lakes property boundary. The 50-foot watercourse setback for the east side of
Aajker Creek extends across the west boundary of the Lakes parcel (Exhibit A). The
watercourse setback will be maintained within the strip of open space located at the west
subdivision boundary. A piped outlet from the bottom of the West Lake conveys overflow to
the borrow ditch located on the south side of Durston Road east of Westgate Avenue. Surface
water in the borrow ditch and the pipe outflow are diverted through a culvert across Durston
Road to a restored tributary of Aajker Creek within the Laurel Glen Subdivision. A short
segment of the borrow ditch on the south side of Durston Road is classified as a jurisdictional
water of the US based on the downgradient connection to Aajker Creek. The tributary to Aajker
Creek and Aajker Creek converge approximately 1,400 feet north of Durston Road.
Wetlands: The Lakes and Palustrine Wetland Complex
The US Army Corps of Engineers (USACE) authorized an Individual 404 permit (Permit
No.1998-90014) for the 360 Ranch Corporation to implement Phase I of the Valley West
Subdivision project on May 4, 1998, and Phase II on July 23, 1998. Proposed mitigation for the
entire project required as a condition of permit approval included relocation of the Baxter Ditch
channel, restoration and enhancement of Baxter Creek and Maynard-Border Ditch, and creation
of a 5-acre lake, a 12-acre lake, and a series of spring-fed waterfowl ponds.
Bozeman Lakes, LLC, the subsequent owners of Valley West Subdivision, applied for an
amendment to the original 404 permit in May 2001. Primary design changes included a
reduction in the number of impacted wetland acres and a change in the location of the
constructed wetland complex from an upland area west of Baxter Creek to an upland area east of
Baxter Creek. The permit amendment was approved by the USACE in a letter dated November
95
The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
21, 2002. The USACE 404 amended permit required the construction of 49.5 acres of mitigation
wetlands across the entire Valley West site.
The wetland complex located east of Baxter Creek, currently called the Baxter Natural Area, was
constructed between January and October 2007. Eight shallow water ponds were vegetated with
salvaged wetland sod mats in spring 2007. The remainder of the wetland complex and the east
side of the riparian corridor of Baxter Creek were seeded with herbaceous species and planted
with approximately 692 containerized woody plant materials in November 2007.
Mitigation wetlands located within the current Lakes at Valley West property boundaries include
10.47 acres of open water in the West and East Lakes and an additional 9.0 acres of lacustrine
fringe and palustrine, emergent wetlands constructed adjacent to the lakes and Baxter Creek
(Exhibit A). The lakes were constructed with west and east lobes separated by the future Laurel
Glen Parkway. The shoreline was contoured to maximize safety and the extent of the lacustrine
fringe. The lake depth was excavated to a minimum of 25 feet to ensure adequate turnover,
maximize oxygen levels, and to provide a refuge for fish. The lake will be stocked under
management of Montana Fish, Wildlife, and Parks once the area is open to the public.
Anticipated uses of the public space are recreational including fishing, bird watching, and hiking.
The lacustrine fringe of the east and west lobes of Wing Lake was planted with wetland sod mats
salvaged from an onsite, non-jurisdictional wetland. The mats were placed on approximately
half of the perimeter of both lakes and around the fishing access points in June 2008. Over five
thousand wetland tubelings were planted within the lacustrine fringe of both lobes on August 27,
2008. The water levels were raised with the control structure after planting to ensure sufficient
inundation levels. Approximately 458 containerized trees and shrubs and customized seed mixes
were planted around The Lakes and the west side of the Baxter Creek riparian corridor in
September and October 2008. The clusters of trees and shrubs were staked and caged to prevent
browsing. The woody plants were manually watered during the first growing season following
installation.
The USACE wrote a letter on August 12, 2013, closing the Valley West 404 permit file based on
the successful completion of the mitigation wetlands constructed site wide including the Lakes at
Valley West and the adjacent lacustrine and palustrine wetlands. Success of the mitigation
wetlands was based on establishing an optimal percent cover of wetland and upland vegetation
and on survival of a majority (96 percent in 2012) of the woody species. The August 2013
closure letter from the USACE was included with the City Pre-application submittal. Copies of
the original and amended permit approval letters were also included with the City Pre-
Application submittal.
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315 N. 25th Street, Suite 102Billings, MT 59101Phone: (406) 656-6000Fax: (406) 237-12010505010025HORIZ. SCALEIN FEETREVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\002\ACAD\EXHIBITS\WATERCOURSE-WETLAND EXHIBIT.DWG PLOTTED BY:COOPER KRAUSE ON Jan/23/2015COPYRIGHT MORRISON-MAIERLE, INC., 2015APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 9109.VW-WINGEX.ABOZEMANMTKDJKDJKDJ01/2015WATERS OF THE U.S. EXHIBITTHE LAKES AT VALLEY WESTTHE LAKES AT VALLEY WEST -WATERS OF THE U.S. EXHIBITAAJKER CREEK CENTERLINEBAXTER CREEKCENTERLINEPROPERTY LINEBAXTER CREEK 50'WATERCOURSE SETBACKAAJKER CREEK ANDADJACENT WETLAND FRINGE(WEST AND EAST SIDES)AAJKER CREEK 50'WATERCOURSE SETBACKOPEN WATEROPEN WATERDURSTON ROADWESTGATE AVENUELOCAL ROADLAUREL PARKWAYWESTMORLAND DRIVEBAXTER CREEK ANDADJACENT WETLAND FRINGE(ONLY WEST SIDE SHOWN)MITIGATIONWETLANDMITIGATIONWETLAND97
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WWUUUUUUUUUUUU12A12A12A12A12A12A12A12A12A10A10A 12A12A12A 12A12A12A12A 12A12A12A12A12A12A12A10A10A10A12A12A12A10A12A12A12A12A12A12A12A12A12A12A10A10A12A12A12A12A12A12A12A6.06.06.04.04.04.04.04.04.04.02.02.02.02.01.51.51.51.54.04.04.04.04.04.04.04.04.04.04.04.04.04.04.04.04.04.0 4.0 4.04.04.04.04.04.04.04.04.01.511111111 1111111111111111111122222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222.52.52.53.03.03.03.03.03.03.03.03.03.03.03.04.04.04.0333333333333332.02.02.02.02.02.02.02.01.51.51.51.512A12A12A12A12A12ARSRS12AIRRIGATION PLAN (PARK)1SCALE: 1" = 30'DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE(C) 2015 PEAKS TO PLAINS DESIGN, P.C.LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING404 NORTH 31ST STREET, SUITE 405BILLINGS, MONTANA 59101(406) 294-9499 - (406) 294-9670 FAXWWW.PEAKSTOPLAINS.COMPEAKS TO PLAINS DESIGNPC14041_IR.DWGPARK AND OPEN SPACESTHE LAKES AT VALLEY WESTBOZEMAN, MONTANAIRRIGATION PLANPARK PHASE 1GNLGNLJJR1404107/17/15IR2-1WESTMORLAND DRIVELAUREL PARKWAYPHASE 8PHASE 1MATCHLINE IR1-1MATCHLINE IR2-1NOTE:ALL SPRAYS ARE HUNTERPROS-06-PRS40-CV-8A UNLESS NOTEDOTHERWISE ON THE PLAN.ALL LINE CROSSINGS BENEATHPAVEMENT AREAS REQUIRE A 6" PVCSLEEVE.WSS-SEN TO BE FIELD-LOCATEDWITHIN AN 800-FOOT RADIUS OFCONTROLLER.9.811A28.314A287A29.58A26.510A29.24A166A22.31A28.42A30.7d15A3013A2412A20.59A285A113A1231"112 "112 "1"1"1"1"112"1"1"1"1"1"112"1"112 "1"1"1"112"112 "1"1"1"1"PROS-06-PRS40-CV-MP1000PROS-06-PRS40-CV-MP2000PROS-06-PRS40-CV-MP3000112"P.O.C. TO WELL 1(A)WSS-SEN TO BE FIELD-LOCATEDWITHIN AN 800-FOOT RADIUS OF CONTROLLER.SEE DETAIL 9 / L3-41"112 "1"NOTE:ALL SPRAYS ARE HUNTERPROS-06-PRS40-CV-8A UNLESS NOTEDOTHERWISE ON THE PLAN.ALL LINE CROSSINGS BENEATHPAVEMENT AREAS REQUIRE A 6" PVCSLEEVE.AS INDICATED1", 1.5"CONTROLLER LETTERGALLONS PER MINUTE (GPM)LINE SIZE PIPE CAP & DRAININ LINE EMITTER DRIP LINESLEEVE LINESLATERAL LINEDRIP LATERAL LINE4",6"1"1"PARK SPACE IRRIGATION LEGENDSYMBOLELECTRIC CONTROL VALVEPOP-UP ROTOR HEADSPOP-UP SPRAY HEADSDRIP ZONE CONTROL VALVECONTROLLERDESCRIPTION1"6"SIZE6"CLASS 160 PESCHEDULE 40 PVCCLASS 200 PVCGALLONS PER HOUR (GPH)CONTROLLER LETTERPLD-06-18PROS-06-PRS40-CV-8A,10A,12A,17AIC-600-PPICZ-101-40ICV-101G, ICV-151GI-20-06-1.5,2.0,2.5,3.0.,4.0,5.0MODEL #HUNTERHUNTERHUNTERHUNTERMANUF.HUNTER48 STATIONZONE STATION NUMBERDRIP ZONE STATION NUMBERHUNTER2"MAINLINECLASS 200 PVC1.5NOZZLE NUMBERIRRIGATION HEADDETAIL NUMBERSHEET NUMBER1" ARAAIR RELEASE VALVE1"BERMADMAIN LINE DRAIN1"305A30d5AMP ROTATORS6"PROS-06-PRS40-CV-MP1000-90,210,360; -MP2000-90,210,360; -MP3000-90,210,360HUNTERPUMP ENDPUMP MOTORPUMP CONTROL BOXPUMP START RELAYNO SYMBOLNO SYMBOLNO SYMBOLNO SYMBOLFRANKLINFRANKLINFRANKLINHUNTER35FA2S4PEFEM4200321FECB2002CAPPST222"MANUAL ISOLATION VALVEISO-9002MATCOQUICK COUPLER VALVE1"HQ-44RCHUNTER123PROS-06-PRS40-CV-MP1000PROS-06-PRS40-CV-MP2000PROS-06-PRS40-CV-MP3000RSWIRELESS WEATHER STATIONWSS-SENHUNTER8IRX-X1. VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, INCLUDING PLANTING, GRADING, BUILDING CONSTRUCTION, WATERDEVELOPMENT, AND SUPPLY, PRIOR TO COMMENCEMENT OF WORK. NOTE ANY SLEEVES AND IRRIGATION STUBS FORFUTURE WORK.2. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES, CONDUITS, AND STRUCTURES. ANY DAMAGE INCURRED IS THECONTRACTOR'S RESPONSIBILITY AT NO ADDITIONAL COST TO THE OWNER.3. THE IRRIGATION CONTRACT INCLUDES THE SUPPLY AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT FOR A COMPLETE,AUTOMATIC IRRIGATION SYSTEM. ANY ITEMS REQUIRED TO CONFORM WITH SUCH INTENT ARE CONSIDERED TO BEINCIDENTAL TO THE WORK.4. THE IRRIGATION PLAN IS SCHEMATIC. FIELD-VERIFY ALL DIMENSIONS, EXISTING, AND PROPOSED CONDITIONS, AS REQUIREDTO PROVIDE ONE COMPLETE AND OPERABLE SYSTEM.5. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUS OBSTRUCTIONS, GRADE CHANGES AND SITE GEOMETRY EXIST.SUCH DIFFERENCES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. IN THE EVENT NOTIFICATION IS NOT MADE,THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY NECESSARY REVISIONS.6. REFER TO LANDSCAPE AND CIVIL PLANS WHEN LAYING OUT HEAD PLACEMENT AND TRENCHING.7. CONFORM TO ALL LOCAL CODES REGARDING INSTALLATION.8. IRRIGATION DESIGN IS BASED UPON HAVING 40 PSI AND 30 GPM AVAILABLE AT THE FURTHEST HEAD. VERIFY THE ACTUAL PSIAND GPM AVAILABILITY AND COMPATIBILITY 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 SCHEDULE40.10. PROVIDE 160 PSI 3408 POLYETHYLENE PIPE FOR DRIP IRRIGATION PIPE DOWNSTREAM FROM ELECTRIC VALVES. UTILIZEINSERT TYPE FITTINGS AND 'OETIKER' DOUBLE CLAMPS OR BLAZING SADDLE CONNECTIONS.11. PROVIDE 4 INCH DIAMETER SCHEDULE 40 PVC FOR ALL ELECTRICAL AND IRRIGATION SLEEVES LOCATED UNDER PAVEMENT.12. PROVIDE UF-14-1 DIRECT BURIAL CABLE WIRING FROM THE IRRIGATION CONTROLLER TO REMOTE CONTROL VALVES. RUNS INEXCESS OF 800 FEET SHALL BE 12 GAUGE. PLACE ALL WIRE SPLICES IN VALVE BOXES AND MAKE CONNECTIONS WITH ADIRECT BURY SPLICE KIT. PROVIDE SLEEVES FOR WIRING UNDER ALL PAVED AREAS.13. BURY ALL MAINLINE PIPE WITH A MINIMUM COVER OF 18 INCHES. BURY ALL LATERAL PIPE WITH A MINIMUM COVER OF 12INCHES. PULLING OF PIPE 2 INCH DIAMETER OR LESS IS ACCEPTABLE, PROVIDING DEPTHS ARE ACHIEVED. BURY DRIPLATERALS TO ACHIEVE A MINIMUM COVER OF 10 INCH DEPTH. ALL DRIP TUBES WITH EMITTERS SHALL BE AT SURFACE OVERTHE FABRIC, BUT UNDER THE MULCH.14. SLOPE MAINLINE TO DRAIN.15. USE 1" VALVE FOR ZONES WITH FLOWS OF 25 GPM OR LESS. USE 1-1/2" VALVE FOR ZONES WITH FLOWS BETWEEN 25 GPMAND 65 GPM.16. HUNTER I-20 ZONES REQUIRE "AS-40" PRESSURE REGULATORS ON VALVES.17. LIMIT THE USE OF FITTINGS AND INSTALL LINE SIZE FITTINGS TO ENSURE MINIMUM FRICTION LOSS IN SYSTEM.18. LOCATE HEADS APPROXIMATELY 2 INCHES FROM PROPOSED CURBS, WALKS AND MOWING EDGES.19. CONNECT ALL SPRAY HEADS TO LATERAL PIPES USING FUNNY PIPE, CONNECT ALL ROTORS TO LATERAL PIPES WITH PVCSWING JOINTS.20. LOCATE SPRINKLER HEADS TO AVOID OBSTRUCTIONS THAT WILL LIMIT RADIUS OF COVERAGE, CAUSE DRY SPOTS, OVERSPRAY ON BUILDINGS, STRUCTURES AND PAVEMENTS OR OTHER WATER DAMAGE.21. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT.22. ALL VALVES TO BE INSTALLED IN RECTANGULAR VALVE BOXES OF PROPER SIZE, DEPTH AND GRADE. PROVIDE VALVE BOXEXTENSIONS AS REQUIRED.23. VERIFY WITH THE OWNER'S REPRESENTATIVE, THE FINAL LOCATION OF THE CONTROLLER, BACKFLOW PREVENTER ANDCONNECTION TO WATER SOURCE TO MEET FIELD CONDITIONS. COORDINATE INSTALLATION WITH OWNER'S REPRESENTATIVEAND OTHER TRADES.24. FINAL BALANCE AND ADJUST THE COMPLETE IRRIGATION SYSTEM, INCLUDING SPRAY HEADS, ROTORS AND DRIP LINES FORPROPER OPERATION.25. CONTRACTOR IS RESPONSIBLE FOR PERFORMING FIRST-YEAR WINTERIZATION AND SPRING START-UP PRIOR TO MAY 1ST,DURING THE ONE-YEAR WARRANTY PERIOD.26. FINAL INSPECTION: DEMONSTRATE THE ENTIRE SYSTEM IN OPERATION TO THE OWNER'S REPRESENTATIVE, PROVING THATALL REMOVE CONTROL VALVES ARE PROPERLY FUNCTIONING, THAT ALL HEADS AND EMITTERS ARE PROPERTY ADJUSTEDFOR RADIUS, ARC OF COVERAGE AND EMITTER LOCATION AS IT RELATES TO INDIVIDUAL PLANTS.27. PRIOR TO FINAL PAYMENT THE CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AN AS-BUILT PLAN ANDOWNER'S MANUALS. DURING THE COURSE OF THE INSTALLATION, THE CONTRACTOR MUST RECORD ALL CHANGES MADE TOTHE IRRIGATION SYSTEM. THE CHANGES MUST BE MADE IN RED ON THE ORIGINAL PLAN.28. WARRANTY THE IRRIGATION SYSTEM FOR A PERIOD OF ONE-YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. ANYSETTLEMENT THAT OCCURS DURING THIS TIME WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.1"112"112"20.517A112"1218A2319A1"112"2716ASEE SHEET IR2-2FOR BOULEVARD LAYOUT3L3-39L3-31L3-32L3-36L3-310L3-33L3-41L3-49L3-44L3-38L3-311L3-312L3-32L3-4103
THE LAKES1DECIDUOUS TREENOT TO SCALE2CONIFEROUS TREENOT TO SCALE3SHRUBNOT TO SCALE4PERENNIAL/GRASSESNOT TO SCALE5GROUND COVER SPACINGNOT TO SCALE6EDGING, MULCH & FABRICNOT TO SCALE7BOULDER PLACEMENTNOT TO SCALE8PLAYGROUND EDGENOT TO SCALE9ENTRY SIGN - PLAN VIEWSCALE: 1/4" = 1' - 0"10ENTRY SIGN REBAR - ELEVATION & SECTIONSCALE: 1/4" = 1' - 0"DESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE(C) 2015 PEAKS TO PLAINS DESIGN, P.C.LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING404 NORTH 31ST STREET, SUITE 405BILLINGS, MONTANA 59101(406) 294-9499 - (406) 294-9670 FAXWWW.PEAKSTOPLAINS.COMPEAKS TO PLAINS DESIGNPC14041_DTL.DWGDETAILSPARK & OPEN SPACETHE LAKES AT VALLEY WESTBOZEMAN, MONTANAJJRJJRJJR1404107/17/15L3-1PLANTING 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, TYPICALPLANTING SOIL MIX, AS SPECIFIED.* STAKING IS OPTIONAL. SUBMIT A SHOPDRAWING FOR APPROVAL BY THE OWNER'SREPRESENTATIVEFINISHGRADE* 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"FINISH 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 SPECIFIEDXXXNOTE:X = PLANT SPACING. REFER TO PLANTSCHEDULE FOR SPACING REQUIREMENTS.FINISH GRADE, LAWN8" STAPLES TO ANCHOR WEEDBARRIER AT 3' O.C.; 12" O.C. AT SEAMSAS REQUIREDMULCH, TYPE AND DEPTH ASSPECIFIEDWEED BARRIER FABRIC, ASSPECIFIEDMETAL EDGING, AS SPECIFIED. INSTALLACCORDING TO MANUFACTURER'SSPECIFICATIONS3"DEPTH1/2"2' MIN.- 3' MAX 2' MIN. - 3' MAX.LOCALLY AVAILABLE BOULDER,BURY13 OF DIAMETER BELOWTHE SURFACENOTES:1. PROVIDE EXPANSION JOINTS AT 16' O.C. AND CONTROLJOINTS AT 4' O.C.2. SET SURFACE OF EDGE FLUSH WITH ADJACENT FINISHGRADES.6"12"6"CONCRETE SLAB W/LIGHT BROOM FINISH,SLOPE AT 1/8" PER FOOT AWAY FROMPLAY AREA1/2" RADIUS(1) #3 REBAR, CONTINUOUS3/4" MINUS CRUSHEDGRAVEL BASEPLAYGROUNDSURFACINGCOMPACTEDSUBGRADE7"14'-9"1'-10"4'5'-5"1'-6"6"1'17'-6"14'-10"R79'-4"R60'TYP.TYP.TYP.14'-3"NOTES:1. FOR EASE OF CONSTRUCTION, POUR FOOTING ASONE (1) PIECE.2. PROVIDE 1/4" DEPTH CONTROL JOINTS 6-FEET O.C.BOTH WAYSENTRY SIGNFOOTING4'-6"6"5'5'CL7'-4"4"1'1'1'1'-11"6"6"6"6"5'5'4'-6"6"1'12" X 42" CUSTOM ALUMINUM LOGO, ATTACHED TOCONCRETE WALL ACCORDING TO MANUFACTURER (SEEDETAIL 1/L3-2)12" CUT ALUMINUM LETTERING ATTACHED TOCONCRETE WALL ACCORDING TO MANUFACTURER (SEEDETAIL 1/L3-2)#3 REBAR L DOWELS, FULL HEIGHT @ 12" O.C.CENTERED IN WALL#3 REBAR HORIZONTALS @ 12" O.C.WALL: P.C. CEMENT TYPE I OR II, 4,000 PSI @ 28 DAYS,AIR ENTRAINMENT @ 5%, DAVIS COLOR #641 (PEBBLE);ROUGH SKIMCOAT FINISH (MATCH DAVIS COLOR)#3 FOOTING REBAR @ 12" O.C. ALL WAYS, PLACE NOLESS THAN 4-INCHES FROM EXTERIOR EDGEFOOTING: P.C. CEMENT TYPE I OR II, 4,000 PSI @ 28DAYS, AIR ENTRAINMENT @ 5%3/4" +/- GRAVEL, LEVELED & MACHINE COMPACTEDUNDISTURBED SOIL1'-3"3'-9"1'TYP.TYP.TYP.TYP.F.G.F.G.TYP.1'-3"NOTES:1. PROVIDE 3/4" CHAMFER AT ALL EDGES2. CONTRACTOR SHALL SUBMIT CEMENT MIX DESIGN 1-WEEK PRIOR TO CONSTRUCTION3. CONTRACTOR IS RESPONSIBLE FOR AIR, SLUMP, & COMPRESSIVE STRENGTH TESTING4. CONCRETE TESTING & CURING PROCEDURES SHALL BE IN ACCORDANCE WITH MONTANAPUBLIC WORKS STANDARDS SPECIFICATIONS (MPWSS) CURRENT EDITIONEXCAVATE 6" OF EXISTING GRADE.BACKFILL WITH 2 LIFTS: APPLY 34" ROADMIX TO BOTTOM 3", & COMPACT; THENAPPLY38" 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.11GRAVEL TRAILNOT TO SCALE104
THE LAKES1ENTRY SIGN LETTERINGSCALE: 1/4" = 1'-0"2ENTRY SIGN ISOMETRICNOT TO SCALE4POCKET PARK SITTING AREASCALE: 1/4" = 1'-0"5POCKET PARK SITTING AREASCALE: 1/4" = 1'-0"6SITTING AREA SECTION TYP.NOT TO SCALE7PICNIC TABLENOT TO SCALEDESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE(C) 2015 PEAKS TO PLAINS DESIGN, P.C.LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING404 NORTH 31ST STREET, SUITE 405BILLINGS, MONTANA 59101(406) 294-9499 - (406) 294-9670 FAXWWW.PEAKSTOPLAINS.COMPEAKS TO PLAINS DESIGNPC14041_DTL.DWGDETAILSPARK & OPEN SPACETHE LAKES AT VALLEY WESTBOZEMAN, MONTANAJJRJJRJJR1404107/17/15L3-22'-6"1'3"1'3"3'2'-7"3'-6"2'-7"8'-9"12" X 42" CUSTOM ALUMINUM LOGO, ATTACHED TOCONCRETE WALL USING 1/4" SPACERS ACCORDINGTO MANUFACTURERIMPACT SIGNS ARCHITECTURAL LETTERING:12" ALUMINUM LETTERING (GARAMOND FONT)LIGHT BLUE (#2648) BAKED ENAMEL FINISH;STUD AND SPACE MOUNTING USING 1-INCH STUDAND 1/4" SPACER; ATTACHED TO CONCRETE WALLACCORDING TO MANUFACTURER3ENTRY SIGN ISOMETRICNOT TO SCALE8ELECTRIC CONTROL VALVENOT TO SCALE9DRIP ZONE CONTROLLERNOT TO SCALE10ICD 100 DECODERNOT TO SCALE11WIRELESS SOLAR SYNC SYSTEMNOT TO SCALEPHASE 110'10'5'5'1'1'90°135°135°P.C. CEMENT TYPE I OR IIAT 4,000 PSI @ 28 DAYSSLOPE TOWARD LAWNBRUSH FINISHVICTORY STANLEY STEELSITES RB-286-FOOT BENCH, FAUX WOOD FINISHATTACHED TO CONCRETE PADACCORDING TO MANUFACTURERPHASE 210"4"3/4" +/- GRAVEL, LEVELED AND MACHINE COMPACTEDP.C. CEMENT TYPE I OR II4,000 PSI @ 28 DAYSSLOPE TOWARD LAWN AREABROOM FINISHVICTORY STANLEY STEELSITES RB-12,6-FOOT BENCH,FAUX WOOD FINISH,ATTACHED TO CONCRETE PAD ACCORDINGTO MANUFACTURER16'6'P.C. CEMENT TYPE I OR IIAT 4,000 PSI @ 28 DAYSSLOPE TOWARD LAWNBRUSH FINISHVICTORY STANLEY STEELSITES RB-286-FOOT BENCH, FAUX WOOD FINISHATTACHED TO CONCRETE PADACCORDING TO MANUFACTURER90°1'1'1'1'1'HUNTER ACC CONTROLLER(ACC-X00-PED-SS)WIRELESS SOLAR SYNC RECEIVERMOUNTED ON THE WALL NEXT TOTHE CONTROLLERSUITABLE POST, POLE, GUTTERMOUNT. MOUNT IN LOCATION THATMAXIMIZES DIRECT SUNLIGHT, OPENTO RAINFALL AND OUT OF SPRINKLERSPRAY PATTERNMODEL: WIRELESS SOLAR SYNCSENSOR MOUNT UP TO 800' FROMRECEIVERCONTROLLER POWER SOURCEVALVE CONTROL WIRE CONDUITFINISH GRADE3/4" MINUS WASHED GRAVELBRICK SUPPORTS (4)MAIN LINE PIPE & FITTINGSSCH 80 T.O.E. NIPPLEREMOTE CONTROL VALVEMODEL ICV ACCUSETSTANDARD VALVE BOXWATERPROOF CONNECTORS (2)18-24" COILED WIREPVC SLIP UNIONSWITH FILTER SENTRYPVC SCH 40 ELLPVC SCH 80 NIPPLEPVC SCH 40 COUPLINGWATERPROOF CONNECTIONSRECTANGULAR VALVE BOXTOP OF MULCH OR FINISH GRADEPVC SCH 80 NIPPLEPVC SCH 80 UNION FOR SERVICINGASSY.PVC SCH 40 MALE ADAPTER3" MIN. DEPTH OF 34" MINUS WASHEDROCKBLOCK (1 OF 4)INLINE PRESSURE REGULATORREMOTE CONTROL VALVEINLINE WYE FILTERBALL VALVEPVC MAINLINEPVC SCH 40 TEE OR ELLPVC SCH 80 NIPPLE (2-INCH LENGTH HIDDEN)AND PVC SCH 40 ELL3" MIN1LAMINATED TAG W/ ZONE NUMBERID WIRE PATH FROM CONTROLLERALLOW 5 ft SLACKPER DECODER/1/2 ON EITHERSIDE OF DECODERDBY-6 (3)DBY (2)TO EARTH GROUND INSTALLEDPER ASIC GUIDELINES. 1 PER12 DECODERS OREVERY 1000ft.TWISTED TO NEXT DECODERID WIRE PATHTWO BLACK WIRES TOVALVE SOLENOID/UP TO150FTNOTE: All ICD 100 DECODERS SHALLHAVE THE FOLLOWING ADDRESS ANDCORRESPONDING COLORADDRESS 1 = BlackRECOMMENDEDTABLE HEIGHT3' 0"F.G.F.G.VICTOR STANLEY 48-INCH TABLE;IPR-48, IN-GROUND MOUNT, TEALCOLOR. INSTALL ACCORDING TOMANUFACTURER105
16 INCH POP-UP SPRAY HEADNOT TO SCALE26-INCH MP ROTATOR HEADNOT TO SCALE3ROTOR HEADNOT TO SCALE4IN-LINE DRIP EMITTERNOT TO SCALE5TRENCH & BEDDINGNOT TO SCALE6QUICK COUPLING VALVENOT TO SCALE7AIR RELEASE VALVENOT TO SCALE8ISOLATION BALL VALVENOT TO SCALE9MAIN LINE DRAINNOT TO SCALE10I-CORE PLASTIC PEDESTALNOT TO SCALE11WELL PUMP PANELNOT TO SCALE12WATER WELL SOURCENOT TO SCALEDESIGNED BYDRAWN BYCHECKED BYDATEPROJECT NO.FILE NO.SHEETPROJECT TITLESHEET TITLE(C) 2015 PEAKS TO PLAINS DESIGN, P.C.LANDSCAPE ARCHITECTURE/PLANNING/CIVIL ENGINEERING404 NORTH 31ST STREET, SUITE 405BILLINGS, MONTANA 59101(406) 294-9499 - (406) 294-9670 FAXWWW.PEAKSTOPLAINS.COMPEAKS TO PLAINS DESIGNPC14041_DTL.DWGIRRIGATIONDETAILSPARK & OPEN SPACETHE LAKES AT VALLEY WESTBOZEMAN, MONTANAJJRJJRJJR1404107/17/15L3-3FINISH 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 VALVEOPTIONAL SIDE INLET1/2" MALE INLET X 1/2 " BARBED ELBOW12" LENGTH FUNNY PIPELATERAL TEE OR ELLLATERAL PIPETO GRADE WHEN TURFIS ESTABLISHEDHEAD AS SHOWN; SETGEAR DRIVEN ROTARYFINISH GRADESCH 80 UNITIZED PVC SWINGJOINT, 12" LENGTHPVC LATERAL PIPESCH 40 PVC TEE ORELL45° MAXLOCKING INSERT FITTINGTOP OF MULCHPRESSURE COMPENSATINGIN-LINE EMITTER TUBINGTIE DOWN STAKEWEED BARRIER FABRICPLANS120V 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"FINISH GRADEQUICK COUPLING VALVE IN A ROUND ORRECTANGULAR VALVE BOXSCHEDULE 80 PVC THREADEDNIPPLES; LENGTH AS REQUIREDSCHEDULE 40 PVCFITTINGS, TYPICALMAINLINEPIPEFINISH GRADEVALVE BOX AS SPECIFIEDLINE SIZE GATE VALVE, ASSPECIFIED2"X4" THREADED NIPPLE,LINE SIZE2"X2"X2" SXSXMIPT TEESCH 40 PVC UNIONMAIN LINE PIPECONCRETE THRUSTBLOCKAIR RELEASE VALVE, ASSPECIFIEDMAIN LINE W/1" THREADEDTEE ON BOTTOM10" 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.FIN. GRADERECTANGULAR VALVE BOXLINE SIZE BALLVALVE, SEESPECIFICATIONSMAIN LINESCHEDULE 80PVC UNIONS6" DEPTH WASHED 34" ROCK18" MIN.MODEL IC-XX00-PP3/4" POWER CONDUIT: SIZE,TYPE, DEPTH PER LOCAL CODEGROUND WIRE CONDUIT,MIN. 1 1/2". GROUND PERASIC GUIDELINESPEDESTAL BASE: CONCRETEOR PREFABRICATEDCONDUIT FOR CONTROL WIRESFINISH GRADEMETER MAIN BYELECTRICAL CONTRACTORELECTRICAL METER, BYPOWER COMPANYPUMP CONTROL BOX120V OUTLETPUMP START RELAYLOCKABLE METAL NEMAENCLOSURE, WEATHERTIGHT; HEIGHT AS PERCODE REQUIREMENTSELECTRICAL CONDUITSFINISH GRADEHEIGHT ASPER CODEWATER-TIGHTWELL CAPFROM POWERSUPPLY (SEE WELLPUMP PANELDETAIL)CASINGPOWER SUPPLYSAFETY ROPEDROP PIPECHECK VALVESUBMERSIBLE PUMPPVC UNIONTO IRRIGATION MAINLINE3/4" BOILER DRAIN VALVEPRESSURE GAUGECHECK VALVELINE SIZE BALL VALVEQUICK COUPLERNOTE:1. ALL WELL DRILLING & PUMP DEVELOPMENT SHALLCONFORM TO STATE CODESPITLESS ADAPTERFINISH GRADEJUMBO VALVE BOXWATER METERVALVE BOXTHRUST BLOCKS106
The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
Seed Mix Descriptions
Four separate seed mixes encompass the park and open space areas
throughout the development. The seed mixes correspond with activity use levels appropriate for the different types of ecosystems provided
throughout the development. Active park lands are a combination of Kentucky Bluegrass, Perennial Ryegrass and Creeping Red Fescue. This irrigated mix utilizes approximately 25 percent less water than a traditional bluegrass blend, but the species respond well to heavy pedestrian traffic and provides the
average citizen with a typical expectation of a traditional park area. The Durston Road and Laurel Parkway open spaces and boulevards consist of three types of fescue along
with a Canada Bluegrass blend. While these areas will be irrigated as well, the fescues provide about a 50 percent reduction of water requirements, creating a quality greenbelt. These areas will not receive as much pedestrian traffic; therefore, the fescues can be mowed less often but still project a nice green space
analysis.
The upland open space and park lands consist of a four-blend wheatgrass mix, along with brome and
other species. This seed mix allows for a 100 percent reduction in water consumption, as it does not require irrigation. This seed mix is in locations where minimal foot traffic is expected. In most cases,
these areas will not be mowed, although an annual mowing may be performed for species diversity.
The detention ponds will receive a seed mix that survives with a periodic inundation of water and
drought. Consisting of wheatgrass, hairgrass, mannagrass and bluegrass species, this seed mix will provide for herbaceous ground cover through multiple water events. This seed mix also has a 100 percent reduction in water consumption, as it does not require irrigation.
Active Park Lands – SEED MIX #1 60% Kentucky Bluegrass
25% Perennial Ryegrass 15% Creeping Red Fescue
Drill @ 4-5#/1000/SF
Broadcast @8-10#/1000/SF Durston Road Open Space – SEED MIX #2
35% Durar Hard Fescue 35% Sheep Fescue
15% Turf-type Tall Fescue
15% Canada Bluegrass Drill @ 10-15#/Acre
Broadcast @ 20-30#/Acre
Upland Open Space & Park Lands – SEED MIX #3
25% Green Needlegrass 20% Western Wheatgrass 20% Thickspike Wheatgrass
15% Slender Wheatgrass 13% Mountain Brome 5% Secar Bluebunch Wheatgrass
2% Blue Flax
107
The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
Drill @ 8-10#/Acre
Broadcast @ 16-20#/Acre Detention Ponds & Wetland Areas (only if disturbed) – SEED MIX #4
6.5#PLS/Acre Slender Wheatgrass 5.0#PLS/Acre Sodar Streambank Wheatgrass 3.5#PLS/Acre Tufted Hairgrass
0.5#/PLS/Acre Fowl Mannagrass 0.25#/PLS/Acre Fowl Bluegrass
Seed mixes three and four do not have any permanent irrigation systems. Establishment of non-irrigated seed will be established utilizing these proven, successful establishment methods without the use of
temporary irrigation.
1. Proper seed bed preparation. The contractor is required to place four to six inches of topsoil over
all areas to receive seed. The topsoil must be tested to meet soil texture and soil nutrient capacities. Compaction of the topsoil layer shall not exceed 85 percent. 2. Viable seed source. The seed source will be checked through the acquisition of the tags off of the
bags of seed. Verification of the seed-tested germination, percentage of inert materials and
percentages of weed seed in the mix itself will meet industry standards. 3. Seed to soil contact. All non-irrigated seed mixes will be drill seeded to ensure proper seed to
soil contact. The equipment shall not have a spacing of more than 3-1/2 inches, and the soil surface should be cultipacked or rolled after seeding. Areas too narrow to drill seed will be broadcast seeded at double the rate and raked into the soil.
4. Timing of seeding. Non-irrigated seed mixes should only be seeded between October 15 and May 15 of each year, provided that the ground is not frozen or overly muddy. This is the optimal
time for soil moisture content and the cooler spring temperatures enhance native grass seedling
development. 5. No use of fertilizer. Non-irrigated seed mixes will not receive a fertilizer treatment. Experience
and studies show that the application of fertilizer in the first two years of establishment only
benefits weeds. 6. Mulch application. Immediately after seeding, the seed bed will have a layer of straw or paper
mulch hydraulically placed over the top. This helps to retain moisture, provide increased organic matter, suppresses weed growth and can provide nutrients to the grass. 7. Weed monitoring. Weeds will be monitored and removed according to the applicant’s approved
weed management plan. 8. Successful establishment time period. The City is advised that successful establishment of non-irrigated grasses takes two years at a minimum due to the slow germination rates of the native
grasses and slow root zone development. This methodology has been tested by Agronomist Neal Fehringer, MDT Agronomist Phil Johnson and
successfully implemented by Peaks to Plains Design on several projects throughout Montana.
Seeding of soil stockpiles that will remain undisturbed for a period of more than four months will be
seeded with an annual grass groundcover of annual rye. Annual ryegrass germinates quickly and is a low cost option for dust control, without long-term consequences of contamination of the soil source. This
will be completed as per the SWPPP plan requirements.
108
The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
SEC. 38.41.060
A.(7) GENERAL DESCRIPTION OF LAND
The Lakes at Valley West continues the award-winning tradition
of parks and open space present throughout the rest of Valley West Subdivision. The open space along Durston Road provides a neighborhood buffer that reinforces a tree-lined edge from an urban arterial road. This edge feeds into the entry to The Lakes funneling down Laurel Parkway,
setting the stage for a green belt transportation corridor. Special attention is paid to the Parkway
median regarding scale and repetition without compromising safety and efficiency.
The east lake is bordered by the Baxter Creek Natural Area on the east. Significant wetland mitigation activities have occurred in the natural area and along the wet perimeter of the lakes.
The north-south trail corridor on the west side of Baxter Creek will facilitate connectivity to and
from all directions, maximizing the potential use of the Natural Area without compromising
environmental commitments.
The northwest corner of the east lake will encompass active use park area. Neighborhood
gatherings are accommodated through two picnic shelters and associated improvements. A large
playground will accommodate a wide variety of play activities along with a swing set, a feature
missing in the greater Valley West park system. A combination of flat, unprogrammed open space and large berms provide for free and imaginative play. This neighborhood gathering area will be irrigated to support such active and intense uses. Accessible trails will connect he active
use area to the natural, reclaimed wetland edge of the lake for fishing access.
The west lake is surrounded by ample open space. Irrigated unprogrammed open space takes advantage of flat topography on the north edge of the lake. This area creates a buffer between
private properties and the natural wetland fringe of the lake. This line is marked with the
accessible trail that separates irrigated from natural grasses. By limiting the irrigated area,
principles of water conservation contribute to the overall sustainability of the development. The
remaining lake perimeter is restored to drought-tolerant upland grasses, creating greater habitat diversity. Greater habitat diversity attracts a variety of wildlife and avian species, thus creating
opportunities for nature-related recreation.
Together, the parks, trails and open space amenities encompass a wide variety of recreational
opportunities appealing to many different age groups. The public lands within The Lakes at Valley West appeal to many interests, and are accessible by vehicle, bicycle and pedestrian
means. This accentuates the high quality of life attributes affiliated with the Bozeman area and
the overall development consistent with the expectations found at Valley West.
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The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
SEC. 38.41.060
Additional Subdivision Preliminary Plat Supplements
A(8) – Trail Layout & Construction
Refer to A-6 for parks trail layout & construction.
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The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
SEC. 38.41.060
Additional Subdivision Preliminary Plat Supplements
A(9)
The final park plan shall be approved by the review authority with recommendations from both
the city recreation and parks advisory board prior to any site work.
A(10)
A preconstruction meeting is required prior to any site work.
A(11)
The Park Plan shall follow all appropriate design guidelines for city parks.
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The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
Parks
The park system within the The Lakes at Valley West is
diverse and requires different subsets of maintenance
considerations within this area. Because over 9 acres of this area is dedicated for parkland, the master plan allows for certain areas to remain native, natural state versus a manicured park for ease of
maintenance and to maintain species diversity.
Depending on the seasonal moisture, native grass will be mowed 2 to 3 times per year.
Generally the first time in mid-July, and the final time occurring in mid-October. The mow
height will be a minimum of 6 inches, with 12 inches being the preferable.
A noxious weed control program has been established with a local contractor. A yearly property
check with two applications a year till turf is fully established once in June and the other in
August. Once the turf is fully established then spaying will be cut down to one application per
year in the month of June. This event is coordinated with the County Weed Supervisor, the
NRCS agent and the City of Bozeman. This program can also be used to control the weeds in
gravel walkways with spot application of a weed control agent as required. The City of
Bozeman shall be notified of any and all applications of pesticides and/or herbicides on public
lands. Signs shall be posted prior to application in appropriate and noticeable locations
identifying the product applied. Signs will remain in place for a minimum of two (2) days after
treatment. Records shall be maintained in accordance with the State of Montana Pesticide Act,
Administration Rule 4.10.207 and copies submitted to the City of Bozeman Parks Division.
Active use grass areas will have a mow height of no less than 3 inches and be allowed to grow to
4 or 4-1/2 inches before being mowed again. One can expect around 26 mows a year. Fescue
blend lawn areas require roughly 9 inches of water between June 1st and September 1st. At peak
demand this means roughly 0.75 inch of precipitation per week in lawn areas. For mature lawn
areas, this water will be spread evenly through the week and in less frequent, deeper soakings.
Fertilizing of grass and lawn areas is to be done as necessary, but not be overdone to minimize
water needs and mowing and to protect sensitive areas. Lawns which have irrigation at head to
head coverage will have two applications of fertilizer: The first will be a blend of 17-17-17 in
May and then will have an application of 27-8-8 in mid-summer. As the lawns are establishing,
the rate of fertilization will be approximately 40 lbs per 10,000 square feet. An established lawn
will be fertilized at a rate of 60 lbs. per 10,000 square feet.
Certain park areas have ground cover which requires full or partial irrigation. In areas where a
full turf-type lawn is desired, an irrigation system will be placed with head to head coverage.
The borders next to areas desired to be left in native grass state, a single row of heads is placed to
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The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
allow for minimal watering to allow that transition. The irrigation system will need to be
monitored to watch for breaks, vandalism and overall needs of the site.
Areas which are "partially irrigated" or have only a single row of heads may be fertilized in a
similar way. Bi-annual soil test will be taken to assess soil nutrient contents and adjust fertilizer
rates accordingly.
Any seed mix that has no irrigation or areas within 50 feet of a stream or wetland will not be
fertilized and has no plan for regular application of fertilizer. This will minimize excess nutrient
run-off that will adversely affect the water ecosystem. Trees and shrubs located within this
corridor will be monitored and if deemed that they need fertilization, the use of capsule fertilizer
will be utilized.
In areas outside the corridor, the shade trees will be fertilized in April with 16-10-9 plus iron and
zinc. Once trees and shrubs are established, they will be fertilized with tree food spikes. Do not
fertilize trees and shrubs past mid to late July. Pruning of evergreens will occur in June. Shade
trees will pruned in April, except maples and birch. Maple and Birch species will be pruned in
mid to late July. During the fall once the leaves have fallen, they will be collected and removed.
General monitoring for pests and diseases will be done throughout the year. Trees and shrubs
will be deep watered right before the ground freezes. All trees on public property are subject to
the City of Bozeman permits and ordinances as outlined in City Ordinance 12.30.040.
The irrigation system will be charged in April, after the frost has left the ground and plant
material begins to grow. All of the manual drain valves will be turned to the closed position.
The power for the pump will be switched to the "on" position. Program or adjust the controller
for the current month's watering needs. Check all heads to ensure that there is no breakage and
that proper coverage is attained. Each month the heads and controller will be checked and
adjusted for the weather.
When repairing the sprinkler heads using different brands or nozzles are not recommended. This
ensures that the coverage is efficient for the working pressure and disperses at an equal
precipitation rate. Ensure that the heads seated at a level which it is not damaged from mowing
or maintenance equipment. Be sure to periodically check the drip emitters around the trees to
ensure they are functioning properly.
Winterization of the irrigation system typically occurs during the last week of October. At this
time, the power to the well pump will be turned off. All manual drain valves will be opened.
Use a high powered air pump to connect to many of the quick coupler valves around the system.
Run air through the system, opening and closing each valve zone, until all of the water is
completely out of the system. Turn off the controller and leave the water off until spring. If
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The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
winter watering is necessary, this must be done manually from a tank to avoid damage to the
system.
Areas with higher use such as picnic structures and tables will need weekly garbage service. All
residential garbage is the responsibility of the individual lot. The park system is currently
maintained through the Homeowner's Association and these types of services will be included in
that overall maintenance.
Sidewalks, Streets, Woonerfs, and Alleys
Concrete sidewalks located in the open space will have the snow removed within 24 hours of the
end of any snowfall event as per Bozeman Ordinance 1529. Gravel trails will not have a regular
snow removal schedule. The maintenance as well as the snow removal for the concrete
sidewalks located in the open spaces will be the responsibility of the Homeowner's Association.
City standard streets will be maintained by the City of Bozeman which includes snow removal
and overall street maintenance. The snow removal for the Woonerf's and Alley's will be
completed for any snow event that is 2 inches or greater. The snow will be stored on-site in
areas outlined on the attached drawing, number FIG. 8. The snow removal and maintenance for
the Woonerf's and Alley's will be the responsibility of the Homeowner's Association.
A rate study will be performed to establish Homeowner's Association fees based on maintenance
requirements as well as long term replacement costs for the concrete sidewalks, Woonerf's, and
Alley's.
Implementation All park and open space areas will comply with the City of Bozeman requirements for
implementation. Each preliminary plat subdivision phase will provide detailed landscape and
irrigation plans in accordance with the overall master plan for any park land in that particular
phase. Site grading, seeding, well development and irrigation infrastructure will be installed as required for subdivision regulations. All soils to be used on pubic park land shall be inspected
by and meet the approval of the City of Bozeman Parks Division Staff prior to installation and
shall meet the minimum depth requirement of 10 inches.
Additional amenities not required of the developer, but will be included in park improvements, include playground equipment, surfacing and drainage; benches, and picnic tables. The quality
of the installed improvements will far exceed the minimum requirements necessary for the
development.
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Date Received
NOXIOUS WEED MANAGEMENT PLAN
This plan is valid and effective upon approval by the Board or it’s Representative for 3 years from date of approval. The Landowner/Responsible Party agrees that the Board shall have the
right to revise this plan and any Memorandum of Understanding as necessary to effectuate the purposes of the Gallatin County Weed Management Plan or Montana Noxious Weed Control
Act. If a new Landowner/Responsible Party becomes involved before expiration of this plan, the
new Landowner/Responsible Party must submit a new Weed Management Plan for approval by the Weed District. The Landowner/Responsible Party will provide documentation that the Weed
Management Plan has been implemented.
The property owner agrees that the Weed District may inspect the property prior to granting approval of the Weed Management Plan, and if approved, such reasonable inspections as
necessary to determine compliance with this plan.
Weed Management Plans that have expired require a submittal of a new Weed Management Plan and documentation of completed weed control efforts. A property inspection is mandatory
for reviewing the plan. There is a Review Fee of $300 for a Major Subdivision and $150 for a Minor Subdivision. These fees also apply to applications for Extensions of Preliminary Plat.
Landowner/Responsible Party agrees to comply with this plan.
CHECK TYPE OF WEED MANAGEMENT PLAN (check all that apply)
Subdivision
Telecommunications (cell tower)
Roadside Maintenance (no spray)
Landowner
Organic Farm/Ranch
Gravel Pit (attach MT DEQ Plan of Operation)
I have read and understand all the relevant sections of the Gallatin County Weed
Management Plan.
Signature
SubWMP - 08/12 Page 1 of 5
115
RESPONSIBLE PARTY INFORMATION
Name: Phone:
Mailing Address:
Email Address:
PROJECT LOCATION with Legal Description (Attach plat/project map)
PROJECT DESCRIPTION (Please complete all that apply)
Project Name:
Number of Lots:
Total Acres in Project:
Total Road Miles in Project:
NOXIOUS WEED MANAGEMENT PLAN
Noxious Weed Species on Property (Provide plat map with weed inventory)
METHOD OF WEED CONTROL (Mark all that apply)
CHEMICAL MECHANICAL CULTURAL BIOLOGICAL
Describe specific control measures and timing of control for 3 years. (If using herbicides, include
type of herbicide and rates) Attach additional pages if necessary / incorporate by reference.
SubWMP - 08/12 Page 2 of 5
116
ESTIMATED COSTS OF WEED CONTROL FOR 3 YEARS (Specify cost for each year)
Indicate if work will be done by self or contracted: Self Contracted
Year Herbicide Cost Cultural/ Mechanical Cost Biological Cost
1
2
3
Total
REVEGETATION PLAN
Are any disturbances planned? Yes No
If Yes, complete the following re-vegetation section:
MANDATORY REVEGETATION REQUIREMENTS: Areas disturbed during subdivision
development (road construction, pond construction, service/utility/gas/electric/telephone line
installation) will have a layer of topsoil redistributed onto disturbed areas. Disturbed areas will be
seeded to an appropriate grass seed mix for the site. During the first and second years of grass
establishment, areas seeded to grass will be mowed as appropriate to prevent weed seed
development and dispersal.
PLANNED DISTURBANCES (Mark all that apply)
Utility/Service line Pond Road Park Trail Central Septic
Other (list type)
Describe in detail, the revegetation to mitigate all disturbances that will occur on this
property. (List type and amount of seed/sod, seeding methods and timing, and fertilization) Attach
additional pages if necessary / incorporate by reference.
SubWMP - 08/12 Page 3 of 5
117
ESTIMATED COSTS OF REVEGETATION FOR 3 YEARS (Specify cost for each year)
Indicate if work will be done by self or contracted: Self Contracted
Year Revegetation Cost
1
2
3
Total
PLEASE COMPLETE THE FOLLOWING SECTIONS THAT APPLY:
GRAVEL SOURCE (if using outside supply of gravel)
List source of gravel/pit run/road mix/topsoil/etc. brought on-site for disturbance mitigation and/or construction.
Name of Gravel Pit:
Location:
Contact Person:
Does source of material have an approved Weed Management and Revegetation Plan on file with the Weed District? Yes No
ORGANIC CERTIFICATION ORGANIZATION (for Organic Farm/Ranch only)
Organic Farm/Ranch Certification Organization:
Contact Person: Phone Number:
Mailing Address:
Email:
LANDOWNER MAINTENANCE (only applies to Roadside Maintenance)
The LANDOWNER/RESPONSIBLE PARTY has read the relevant sections of the Gallatin County Weed Management Plan and realizes that the WEED DISTRICT is released of liability
for any losses suffered by the LANDOWNER/RESPONSIBLE PARTY in managing noxious
weeds on the County road right-of-way. (initial)
SubWMP - 08/12 Page 4 of 5
118
STATUS
APPROVED NOT APPROVED
RECOMMENDATIONS AND/OR CONDITIONS:
Additional terms and conditions apply – see attached
Compliance with laws and regulations. LANDOWNER/RESPONSIBLE PARTY has an affirmative
duty to take notice of, observe, and strictly comply with all existing laws, rules and regulations and any
laws, rules and regulations that may be adopted after the date of this agreement. Whether or not the same are expressly stated in the agreement, the LANDOWNER/RESPONSIBLE PARTY shall strictly
comply with all applicable state, federal and local laws and regulations.
LANDOWNER/RESPONSIBLE PARTY agrees that this plan is supported by good valid consideration and this plan constitutes a binding contract and may be enforced as such.
Signature of Weed Board Chairman/Representative Signature of Responsible Party
Type/print name of Chairman/Representative Type/print name of Responsible Party
Date Date
Signature of Landowner
Type/print name of Landowner
Date
SubWMP - 08/12 Page 5 of 5
119
The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
SEC. 38.41.060
Additional Subdivision Preliminary Plat Supplements
B(3) – Collection Services
Refer to B-1 for information regarding collection services.
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The Lakes at Valley West Subdivision – Phases 1 and 2
Final Plat
SEC. 38.41.060
Additional Subdivision Preliminary Plat Supplements
C(1) – Park Irrigation Plan
Refer to A-6 for Park Irrigation Plan.
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LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 256500 sq.ft.LOT 85240 sq.ft.25.00
25.0084.5046.00
25.0025.00
MATCHLINE
14.77
FIGURE NUMBERC:\Users\cfarley\appdata\local\temp\AcPublish_6320\Park Grading Exhibit.dwg Plotted by:cfarley on Sep/23/2015PROJECT NO.DRAWN BY:DSGN. BY:APPR. BY:DATE:COPYRIGHT MORRISON-MAIERLE, INC., 201509/2015CPKJRNCPKBOZEMANFIG. 1MONTANA5352.0042880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702PARK GRADING EXHIBITTHE LAKES AT VALLEY WESTWESTMORLAND DRIVEDELFT WAY
LAUREL PARKWAY
DELFT WAY02020
4010HORIZ. SCALEIN FEETNOTES:1.REFER TO PEAKS TO PLAINS PLAN SHEETS AND NOTES REGARDING PARK IMPROVEMENTS INCLUDING TRAILS, HARDSCAPEIMPROVEMENTS, LANDSCAPING AND IRRIGATION.2. GRADING TOLERANCE IS 0.1 FEET FROM DESIGN GRADE IN LANDSCAPE AREAS AND 0.05 FEET FROM DESIGN GRADE IN HARDSCAPEZ ^͘KE^h>d>E^W Z,/d dZ 'Z/E'&/E>&/E 'Z/E'K&d, WZ<Z ͘3. COMPACTION OF 95% OF AASHTO T99 REQUIRED IN AREAS OF HARDSCAPE IMPROVEMENTS AND TRAILS.4. COMPACTION OF PLANTING AREAS TO BE 85% OF AASHTO T99.5.WZKs/ D/E/DhDK&ϲ͟ Wd,K&dKW^K/>͘6. REFER TO PEAKS TO PLAINS SHEET L1-3 FOR ADDITIONAL DETAILED NOTES.
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LEGENDEXISTING CONTOURPROPOSED CONTOUR126
LOT 65824 sq.ft.LOT 75072 sq.ft.MATCHLINE
FIGURE NUMBERC:\Users\cfarley\appdata\local\temp\AcPublish_6320\Park Grading Exhibit.dwg Plotted by:cfarley on Sep/23/2015PROJECT NO.DRAWN BY:DSGN. BY:APPR. BY:DATE:COPYRIGHT MORRISON-MAIERLE, INC., 201509/2015CPKJRNCPKBOZEMANFIG. 2MONTANA5352.0042880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702PARK GRADING EXHIBITTHE LAKES AT VALLEY WESTWESTMORLAND DRIVEDELFT WAY020204010HORIZ. SCALEIN FEETNOTES:1. REFER TO PEAKS TO PLAINS PLAN SHEETS AND NOTES REGARDING PARK IMPROVEMENTS INCLUDING TRAILS, HARDSCAPEIMPROVEMENTS, LANDSCAPING AND IRRIGATION.2. GRADING TOLERANCE IS 0.1 FEET FROM DESIGN GRADE IN LANDSCAPE AREAS AND 0.05 FEET FROM DESIGN GRADE IN HARDSCAPEZ ^͘KE^h>d>E^W Z,/d dZ 'Z/E'&/E>&/E 'Z/E'K&d, WZ<Z ͘3. COMPACTION OF 95% OF AASHTO T99 REQUIRED IN AREAS OF HARDSCAPE IMPROVEMENTS AND TRAILS.4. COMPACTION OF PLANTING AREAS TO BE 85% OF AASHTO T99.5.WZKs/ D/E/DhDK&ϲ͟ Wd,K&dKW^K/>͘6. REFER TO PEAKS TO PLAINS SHEET L1-3 FOR ADDITIONAL DETAILED NOTES.LEGENDEXISTING CONTOURPROPOSED CONTOUR127
LANDSCAPE ARCHITECTURE / PLANNING / CIVIL ENGINEERING
Peaks toPlains DesignPC
MEMORANDUM
TO: CITY OF BOZEMAN
FROM: JOLENE RIECK, PROJECT LANDSCAPE ARCHITECT
SUBJECT: PARK CONSTRUCTION PLAN COMMENTS (DATED MARCH 25, 2015)
DATE: SEPTEMBER 21, 2015
CC: GREG STRATTON, JAMES NICKELSON
[City Comment #1] Please include the as-built topographic contours and appropriate spot
elevations (or proposed if to be altered) of the lakes to establish the conditions that are to be
maintained in perpetuity by the HOA or future maintenance district.
[Applicant Response] Sheet SD2-2 indicates the existing as-built contours from 2008. Refer
to the attached sheet by Morrison-Maierle for the park grading plan.
[City Comment #2] Please provide a construction detail for the fishing access platform for
our review. The surface needs to be stable, firm and slip resistant as per ADAAG. (see
https://www.access-board.gov/guidelines-and-standards/buildings-and-sites/about-the-ada-
standards/ada-standards/chapter-3-building-blocks ) Also, since the fishing access leads to the
water’s edge, there should be a min. 2” ht. curb-like barrier near the water’s edge that
prevents a wheeled device from rolling into the water. (see http://www.access-
board.gov/guidelines-and-standards/recreation-facilities/guides/fishing-piers-and-
platforms/accessible-fishing-piers-and-platforms )
[Applicant Response] Access to the lakes is with an ADA compliant gravel trail that meets the
City standards. The existing “fishing access pads” are currently rocks and tall grass. The gaps
in the rocks will be filled with a crushed rock and gravel fines to provide a fully accessible
surface to the water’s edge. The boulders will be arranged to provide a curb-like barrier so
that a wheeled device is contained within the accessible area.
[City Comment #3] The tree planting detail needs to meet city standards. Specifically, the
planting pits must be at least twice the size of the root ball. Stakes are required and can be
metal, but must have a soft, flexible material wrapped around the trunk. Plant materials that
are root bound and all container plants must be gently scarified to stimulate new root growth
(see http://www.bozeman.net/Smarty/media/ForestryMedia/ Documents/Tree-Guide-2015-03-
Final-PDF.pdf
[Applicant Response] The attached revised detail will be utilized.
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2
[City Comment #4] Prior to construction, a larger scale layout drawing of the active park
area (1:20), to include all of the required elements of a site plan submittal, i.e., layout
dimensions, grading plan, cut sheets or elevations of proposed park amenities with
manufacturer model numbers, surface treatments / paving, basic utility configurations, etc.
[Applicant Response] Attached is the layout drawing from Morrison-Maierle for the sidewalk
and grading improvements. The finish grading, trails, seeding, woody plant stock and irrigation
systems will be constructed as a part of this phase. The other improvements are affiliated
with future phases. When the remaining phases are implemented, the applicant will provide a
detailed site plan to the City with each plat.
[City Comment “From RPAB Sub. Div. Rev. Committee (10/17/14)”]
1. Developer agreed to the following:
a. Add a connecting gravel trail along west edge of Brokken Park
b. Extend trail down Babcock (near Petra) in future phase
c. Complete trails in Baxter NA, clean up debris and remove fencing; will provide
actual site plan for Baxter Natural Area with Preliminary Plat submittal
d. Provide a property boundary delineation around cul-de-sac lots
e. No fertilization inside of paths along wetlands
f. Provide ADA access to park improvements (at least on fishing deck, picnic
facilities and playground)
g. Provide dog refuse stations around park
h. Control dogs off-leash to avoid wildlife disturbance and protect wetland areas
i. A maintenance plan will be developed and submitted to the Parks Department
2. The lakes have a 3:1 slope for 30 feet, then drop to about 20-ft depth for fish habitat.
3. A playground and small picnic shelter (approx. 10 x 20) are being planned for the
“neighborhood center.”
[Applicant Response] The Applicant received the attached documentation as a part of the
RPAB review. The Applicant takes exception to items (b) and (h) listed above. Item (b) was
not agreed and is the responsibility of another developer. Item (h) was not agreed as animal
control is the function of City animal enforcement. Neither the developer nor a HOA has
law enforcement functions.
All other items listed above have been addressed in the construction plan submittal.
129
Bozeman Recreation & Parks Advisory Board
P.O. Box 1230 · Bozeman, MT · 59771
Park Plan Review
PROJECT: Lakes at Valley West – Pre Ap
PLANNER: Brian Krueger
FROM: Subdivision Review Committee
DATE OF REVIEW: 10/17/2014
OVERVIEW:
The “Lakes” represents additional phases of the Valley West Subdivision. It is in very
close proximity to Meadowlark Elementary, Petra Academy, Heritage Christian and the
future High School. It is located west of Bronken Fields and north of the Norton
Subdivision, bounded on the north by Durston Road.
Previous dedication of Valley West Park and Bronken Fields, credited to Valley West,
should exceed the dedication requirement for these phases.
The subdivision is proposing a small pocket neighborhood concept with emphasis on
easy bike/ped access, a concept we fully endorse.
Applicant is requesting a combination of dedicated parkland and open space with public
access.
There are two ponds in the development, separated by Laurel Parkway. The eastern pond
will be in a dedicated park and the other in public open space.
COMMENTS:
The neighborhood center will be developed on the Park Lake with features consistent
with the architecture in Valley West Park. The structures in Valley West Park are
“award winning” features and continuing this design will bring continuity and excellent
design.
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A north/south trail along the west boundary will connect the paved trail in Norton with
Durston. It may have to shift to a gravel trail if it cannot be located outside the
watercourse setback to Aajker Creek. While we would prefer a consistent paved trail,
this is a very important connection which we strongly urge be made regardless of
surface material.
We suggested to the applicant, and they agreed to a 6-foot gravel/fines trail along the
west end of Bronken Sports Fields. This will connect the proposed sidewalk along the
south side of Durston Road near the intersection with Rosa Way with the existing trail
system near the west end of Classical Way.
RECOMMENDATION:
There are pros and cons to the open space vs. park question but on balance we approve
of the plan. Being open space removes the street frontage requirement. There are
many lots bordering the open space surrounding the western pond, which will open up
potential encroachment and dog conflict issues. But the public access appears very
good and the developer has experience and a good track record regarding these
conflicts. The encroachment issue will also have to be addressed in the lots on the cul-
de-sac on the south boundary of the project.
The applicant also has an impressive track record with water quality in Meyers Lake
and we trust these skills will keep the water quality up to standard in these two new
ponds.
Overall we are impressed with the concept and suggest the project be given the green
light as proposed.
Respectfully submitted,
Subdivision Review Committee, Sandy Dodge chair
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