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33_UF Parks Master Plan
lip URBAN + � AR M 44.1TA PARKS MASTER PLAN Bozeman, Montana Preliminary Plat Application Submitted FEBRUARY 10, 2023 Revised JUNE 30, 2023 Revised NOVEMBER 20, 2023 i G Cushing OUTLAW TerreII. REAL � r• TABLE OF CONTENTS a.. sy -�+(� � - - � ice' � y� ' • � - 1 '" - .ate � 4/ •._ " + � .�: • •l' 1 I t • ' ' i 46 At the URBAN +FARM 1.0 PROJECT INTRODUCTION........................................................................................5 1.1 Park system Narrative.............................................................................................................................. 5 1.2 Project Background..................................................................................................................................6 1.3 Project Phasing...........................................................................................................................................7 1.4 Project Scope..............................................................................................................................................8 1.5 Park Calculation........................................................................................................................................10 1.6 Compliance with City Plans...................................................................................................................11 1.7 Neighborhood Center.............................................................................................................................16 1.8 Cash In Lieu/ Improvements in Lieu Summary..............................................................................18 2.0 KEY ELEMENTS.........................................................................................................20 2.1 Park System................................................................................................................................................21 2.2 Active Mobility Network.......................................................................................................................26 2.3 Irrigation and Wells................................................................................................................................32 2.4 Playgrounds.............................................................................................................................................35 2.5 Maintenance............................................................................................................................................36 2.6 Soils............................................................................................................................................................38 APPENDIX A. REQUIRED PARKLAND CALCULATION ....................................................Al APPENDIX B: PARK IMPROVEMENT COST ESTIMATE....................................................B1 APPENDIX C: WELL INFORMATION.............................................................................................C1 APPENDIX D: PARK DRAWINGS & WATER USE TABLES................................................D1 APPENDIX E: MEMO FROM POND & STREAM CONSULTING....................................El URBAN + FARM PARKS MASTER PLAN / 3 l M 1 .0 PROJECT INTRODUCTION v ;all ' _ - r• _ s Pol AL t1• ..tl t '.iC �C ti yI r � - �► ' �. '/• ' :a i•• mot � I 1.1 PARK SYSTEM NARRATIVE The design of the Urban + Farm park system creates a strong tie between nature and its take cues from the area's historic use and natural users. This connection between nature and the character. The network includes four distinct park neighborhood is also carried through to the spaces and two primary open space areas: conceptual design of the meandering pathways and parks that stretch to every corner of the site. Central Park Dog Park The user experience was a priority throughout the West Linear Park design and care was given to provide an outdoor Valley Commons Linear Park experience that is as inviting as it is varied. These Baxter Creek Wetland Preservation Area experiences are embellished through the thoughtful Huffine Multi-Use Path placement of native grasses and plantings, naturalistic landforms, and natural stone boulders. Rooted in agriculture, key character elements influenced by the existing farmstead are found Thoughtful water use was also prioritized in the throughout the spaces like, natural seating, creation of the design. Specifically through the playground elements, shade structures, and incorporation of dryland grass swaths which planting design. Beyond stylistic cues, the design require much less irrigation, once established, than incorporates productive and edible landscapes traditional blue grass (thus reducing overall high that utilize the area's historically fertile ground and water lawn areas). Throughout the park spaces that will bring the neighborhood together through drought tolerant and climate appropriate plant community agriculture. materials were selected and the grouping/massing of plants to consolidate irrigated areas furthering Equally important to the network of parks are the water use efficiency. Finally, the use of shade Urban + Farm's open spaces and watercourses. trees to cool and provide shade - lessening Baxter Creek flows north/south through the evapotranspiration. eastern edge of the neighborhood. The presence of this watercourse provides an opportunity to Collectively, Urban + Farm park system and open celebrate a natural feature within Urban + Farm in space network provides a nod to the past while a way that emphasizes conservation, education looking ambitiously into the future. and recreation. The enhancement of this amenity URBAN + FARM PARKS MASTER PLAN / 5 1.2 PROJECT BACKGROUND SITE LOCATION AND ACCESS The project consists of 86.44 acres and is located about 3.5 miles from Downtown and 3.0 miles from Montana State University. g E.,• ow On the south side of the site is Huffine Lane, to the north URBAN FARM o °� is the existing Norton Ranch neighborhood and to the y east is the Billion Auto Group property. A house, barn and other agricultural outbuildings are currently located on the site and will be removed or re-purposed. Other prominent landmarks include a pond, Baxter Creek running through PROJECT SITE the eastern portion of the site and associated wetland area. Adjacent to the site is the 68.5 acre Lien property to the west which is protected for agricultural use in perpetuity under a conservation easement. The site topography and orientation offers distant views to the surrounding mountain ranges the most dominant of which is to the northeast. Additionally the Streamline Bus Purple line currently runs to the east of the site along Cottonwood. SITE HISTORY The sites historic use is rooted in agriculture. Given this historic use and adjacent context, Urban + Farm strives to strategically incorporate key agrarian themes to create a meaningful and vibrant community to visit and live within. A Phase 1 Environmental Assessment was completed for the existing pond area and is included in the supporting documents with the November 2024 Preliminary Plat submittal package. 6 / URBAN + FARM PARKS MASTER PLAN SITE CHARACTERISTICS requirements (within the existing DNRC water right The east side of the site is bordered by Baxter volume and use). Creek, a straight and narrow watercourse that runs south to north that continues on both ends outside 1.3 PROJECT PHASING the property boundaries. The site is generally fairly flat with water naturally draining to the north. The scope of the Parks Master Plan relates to the Naturally evolving from this watercourse and some area described as Phase 2 in the exhibit below. low areas in the agricultural fields are several low The intent is to develop all of the Phase 2 Parks functioning wetlands. These are fed by a variety and Open space areas as part of a single phase. of sources including a piped connection below Areas noted as Phase 0 and Phase 1 are also Huffine. The existing pond is groundwater fed, providing meaningful additions of dedicated park under water rights certificate 41H-30158959. As space, open space, and trails but are excluded from part of ongoing improvements, this pond is to the scope of this document. These areas will be be modified to meet City of Bozeman and Parks constructed in advance of Phase 2. 3 - - PHASED a - PHASE I • M! Orrr PARK�N � !• � MAYFLY C �� WEST ♦p EAST b • r • PHASE 2 1 xt • AM ,t !! ,_.!t_!L!!- a FALory sTre.r. i a+aa s►�+la♦�� �7ii��11'r� -�._ _ _ _ '� corvnEclore LOT1f��_Of MILLHOHSE �r THE GRANGE •N APA 2 1 areK av t ? b I� Lt F i+ c+ Y • r« �� - mm a -m '�sss'=+case=rarer- ._act-aa>�ssss� � �s- �sE,ti. __r.�+c*ata•c•Ecrsstrr�ac�•wra.y _r�asa�a•asr'�`4:F �3alr••sa� � .•_'ri/s URBAN + FARM PARKS MASTER PLAN / 7 1.4 PROJECT SCOPE PARK AND OPEN SPACE NETWORK The Urban + Farm parks, open space, and trail system creates an interwoven network of outdoor amenities for the west Bozeman community. The addition of new outdoor recreational spaces expand the existing offerings within the Norton Ranch subdivision to create recreational opportunities for residents to easily access without getting in their car. Thoughtfully design park spaces and the expansive trail and pathway network will create new multi-modal connections that were previously unavailable or missing on the west side of town. Three dedicated parks are planned as part of this phase. These include the Central Park, the Valley Commons Linear Park, and the West Linear Park/Dog Park. In addition to dedicated park spaces, the Urban + Farm neighborhood includes significant open space and corridor areas that provide further opportunities for residents and visitors to recreate outside. The Huffine Linear Open Space, the East Garden Open Space, and the Baxter Creek Open Space and wetland conservation area further contribute to the outdoor experiences and emphasize a commitment to stewardship. 8 / URBAN + FARM PARKS MASTER PLAN URBAN +FARM // Parks and Open Space 3 -N - ORTONRANCH o COMMUNITY o - g w J PASEO OPEN SPACE MAY FLY STRE ET 3 PASEO OPEN SPACE i PARKS -- d m 6S r n s PHASE 2 •••• �.�e. FALLON STREET iiAi1, —4QL`Q2ASP Ffi!@ThENT EASEMENT FOR FUTURE EASEMENT fOR PAT CO RFUTURE CONNECTOR PATH 1` CONNECTOR H EXISTIN. T ECTOIE TI PARK A W RECCENTER EASTGARDEN CREEK LAUREL PARKWAY��., OPEN SPACE OPEN MEDIAN •) SPACE �1 CENTRAL PARK VALLEYCOMMONS GREENHOUSE ' • LINE ARPARK • `F ..............7 ..................... .'.i . . .................................................................vALLEv coMMONs - WEST LINEAR • VILLAGE PARK .A CENTER R �AND DOG� � �HUFFINE LINEAR OPEN SPACE ' PARK i R • .�. , ,...............••_••_•.. HUFFiNE LANE -—-—--—-------— ------—-------—----== =—-------—----—---- PARKS OPEN SPACES Central Park, 2.85 acres Huffine Linear Open Space, 2.43 acres Valley Commons Linear Park, 1.31 acres East Garden Open Space, 1.78 acres West Linear Park 1.6 acres Baxter Creek Open Space & Wetland Dog Park, 1.07 acres Conservation Area, 2.43 acres URBAN + FARM PARKS MASTER PLAN / 9 1.5 PARK CALCULATION According to Section 38.420.020 Park area requirements are based on the zoning, proposed residential density and the net residential area. The total park dedication required by code based on REMU & 32M zoning, 1107 potential dwelling units �. and a Net Residential Area of 48.16 acres is 17.34 acres. �R The proposed parks plan includes 6.77 acres of dedicated arkland 4.98 acres of open ace, 7.31 acres of reserved p p p p wetland/watercourse areas with associated setbacks and approximately $1,197,115.57 of improvements in lieu. Total Lot Development Area 3,765,386.07 sf 86.44 acres Less Park Area 294,874 sf 6.77 acre Open Space(exluding wetland) 217,146 sf 4.98 acre ROW 686,912 sf 15.77 acre Non-Residential 149,907 sf 3.44 acre Wetland 318,483 sf 7.31 acre Less SubTotal = 1,667,322.00 sf 38.28 acres Total Net Residential Area = 2,098,064.07 sf 48.16 acres Total Dwelling Unit(DU) = 1107 Net Residential Density(Total Resid.Units/Net Resid.Area) Total DU/Total Net Residential Area= 1107/ 48.16 = 22.98 DU/acre Max Density allowed for calculations = 12 max. Park Unit for 32M Zoning = 0.03 acre/DU Res Acres Density Park Unit Parkland at 12 DU per acre 48.16 x 12 x 0.03 = 17.34 acres Parkland at 8 DU MAX per acre 48.16 x 8 x 0.03 = 11.56 acres Provided Parkland 6.77 acres 8DU Req'd Provided Option:Additional required Parkland 11.56 - 6.77 = 208,661.38 sf 4.79 acres OR Optional Cash in Lieu(CIL) $2.60 x 208,661.38 = $542,519.58 REQUIRED Cash in Lieu(CIL)of Parkland 17.34 - 11.56 = 251,767.69 sf 5.78 acres REQUIRED Cash in Lieu(CIL) $2.60 x 251,767.69 = $654,595.99 Total Potential Cash in Lieu(CIL) $1,197,115.57 Developer Proposes to utilize CIL funds to further enhance and improve the parks indicated in the development. 10 / URBAN + FARM PARKS MASTER PLAN 1.6 COMPLIANCE WITH CITY PLANS The Urban + Farm park network is design in EPO-1.4 Park spaces have been designed to compliance with city adopted plans. encourage both passive and active recreation. Benches, sodded open spaces, a pond and BOZEMAN COMMUNITY PLAN 2020 meandering pathways encourage users to enjoy Goal EPO-1 Prioritize strategic acquisition views and quiet moments. Play equipment, a dog of parks to provide a variety of recreational park and multiple pedestrian networks encourage opportunities throughout the City. activity and exercise. All park spaces are easily accessible and directly connected to a multi-modal EPO-1.1 Trail connections proposed at both the east transportation route to encourage walking and and west sides of the subdivision extend existing biking throughout the neighborhood. north/south trail routes. The addition of a multi-use pathway adjacent to Huffine and a new Linear Trail Goal EPO-2: Work to ensure that development is adjacent to Valley Commons provides multiple responsive to natural features. routes across the site. EPO-2.1 A trail is proposed adjacent to an improved While 6.77 acres of dedicated parkland is segment of Baxter Creek. Benches, plantings and proposed, approximately $1.19 million dollars of a new creek alignment will create interest and improvements will be proposed in lieu of acreage encourage use. dedication. These improvements will enhance user experience and aligns with the plan goal to prioritize park quality over quantity. EPO-1.3 The proposed park spaces will include many artistic elements. Parks amenities have been thoughtfully curated to support the agrarian theme. Boulders, walkways and mounding is also included to enhance the natural aesthetic. Finally, a public art program is planned and installations are expected throughout the neighborhood. URBAN + FARM PARKS MASTER PLAN / 11 EPO-2.2 The project team is coordinating with the US Army Corps of Engineers to improve Baxter Creek and associate s ►.r, wetland areas. While ineligible for parkland dedication, the i creek and wetlands are included in Open Space parcels where building and further development is prohibited. `�— These enhancement are discussed in detail in the Wetland portion of the Urban + Farm Phase 2 Preliminary Plat y application. t Goal M-1: Ensure multimocial accessibility. M-1.4 The trail and pathway network included within Urban + Farm provide a completely connected pedestrian and bike route through the neighborhood. Using a variety of profiles, routes have been planned for and incorporated to provide convenient car-free movement. In addition of connections to existing routes will improve alternative transportation options for the city and encourage visitors to walk or ride their bike. ,T,EET 0 HALLO s i xr= _---•-_- co.N RP'il� :.a. PA CONCRETE SIDEWALKS 5'MIN EASEMENTFOR °w FUTURE WALK EXTENSION ------------ ' aE_zE.i.,N BEN Ea S' CRUSHED STONE PATH �� 5'MIN CRUSHED STONE PATH �1 M.Eo sE 6'MIN(CLASS II) MULTI-USE ,o..M a.,-cEry mMExcin ASPHALTTRAIL 10'(CLASS IB) 1/4 MILE FROM Q humxE>x. CENTRALPARK (-5 MIN WALK) 12 / URBAN + FARM PARKS MASTER PLAN Goal M-2: Ensure multimocial safety. 2022 BOZEMAN PARKS, RECREATION, ACTIVE M-2.5 Around the Village core, the principal TRANSPORTATION PLAN (PRAT) commercial gathering hub, multi-modal safety is Goal 1: Welcoming Equitable Access enforced through the following design elements All park spaces have been designed to comply including- Pedestrian bulb outs to decrease walking with American with Disabilities Act (ADA) standards. distance-, Back-in diagonal parking to improve Specifically, all pathways have been appropriately visibility; Mid-block crossings to slow traffic while graded & in line with City of Bozeman trail reducing jaywalking,- Maximum speed limit of 25 standards. The proposed playground equipment to reduce pedestrian and cyclist fatalities; and includes activities for a variety of ages & abilities. Roadway material changes at key pedestrian Curb ramps and transfer stations are also integrated crossings to alert drivers of an upcoming crossing. throughout park spaces. Beyond the Village Core, active mobility corridors feature separated and/or dedicated infrastructure In response to future residential density projections, for active mobility uses to reduce conflicts with multiple park spaces are planned throughout the vehicles. Urban + Farm neighborhood. Each one provides a unique user experience and opportunity to walk to an outdoor space for recreation no matter where you live within the development. ......�.....p.....�° M...,.=..E.. ■ oNNE.oa o,.„ ouH[con aaix • : P.w. :A„!!■' •M�Si�{�-O. ■ ""`o "" p 25 MPH ROADS ■ a• _ yy ■ •••• a..�b: ^- � M MEDIAN SLOWS TRAFFIC � `•• �• a OU3f :' MID-BLOCK CROSSING ....... ■ ` • ,•• • cx eHn SEPARATED PATHWAY '40.00 ' y ■ ........ - ^" �^^^^°"f`•++lw++........ BIKE LANE ■■■■■■■' ■ v BACK IN PARKING ■ • BULB-OUTS • ■ IN, URBAN + FARM PARKS MASTER PLAN / 13 The park system proposed within Urban + Farm also satisfies a park access gap identified in the PRAT. Both active and passive recreational opportunities have been included in the park design. Connectivity throughout the development has been prioritized throughout the planning process. The trail and pathway network included within Urban + Farm provide a completely connected pedestrian and bike route through the neighborhood. Using a variety of profiles, routes have been planned for and incorporated to provide convenient car-free movement. In addition of connections to existing routes will improve alternative transportation options for the city and encourage visitors to walk or ride their bike. Parking is provided along all roadways offering access to visitors traveling by car to the neighborhood. Back in and parallel spaces will be shared across land uses and also act as traffic calming features. The proposed park design will meet the recreational needs of residents and also aligns with calculation requirements listed in the UDC. Urban + Farm proposes to dedicate 6.77 acres of parkland to the city. In addition to dedicated parkland, -11 acres of open space & wetlland area is also included and available for recreational use. The remaining obligation calculated in accordance with Section 38.420.020 will be satisfied through the inclusion of amenity improvements. These amenities will enhance user experience and entice visitors to enjoy and use the park spaces. Benches, pet sanitary stations, and lighting are all included within the proposed amenities. Combined, this approach mitigates the recreational needs created through the proposed 14 / URBAN + FARM PARKS MASTER PLAN development. PRAT Active Transportation Network map. While the AT Network map is new, the construction of Bozeman residents demand outdoor recreational these trail segments aligns with long standing plans opportunities that cater to a variety of needs. for a robust city wide trail networks. In addition, Historically, careful planning has encouraged the Shared-Use path adjacent to Huffine further the development of many new park spaces as aligns with the AT Map by providing a multi-modal new residential subdivisions are complete. While alternative to vehicle travel along this major arterial previous park design emphasized park quantity, route and a five foot wide easement is provided a new focus is placed on park quality. Whether it adjacent to Fallon in preparation for a future is rising property costs or market demand, parks Connector Path as prescribed on the AT map. amenities, access and connectivity are now in the forefront of park design. The Urban + Farm Connectivity throughout the neighborhood park network includes a variety of activities and has been prioritized throughout the planning amenities to appeal to a wide array of community process. The trail and pathway network included interest. A dog park is located on the west side of within Urban + Farm provide a completely the neighborhood to provide dog lovers with a safe connected pedestrian and bike route through the and convenient off leash experience. The Valley neighborhood which encourages residents to enjoy Commons Linear Park provides a place for walkers an active lifestyle. Using a variety of profiles, routes to enjoy public art. The Central Park provides a have been planned for and incorporated to provide destination and meeting place for residents and convenient car-free movement. Many park spaces visitors to enjoy and the Baxter Creek Open Space are within a 10 minute walking radius. Wetland Conservation Area provide the natural reprieve Montana is known for. The Central Park provides an outdoor destination and meeting place for residents and visitors to enjoy and the Baxter Creek Open Space Wetland Goal 3: Connections with Pedestrian & Bicycle Conservation Area provide the natural reprieve Facilities Montana is known for. Urban + Farm is committed to implement portions of the new Active Transportation Network as defined in the PRAT. The West Linear Park and the Baxter Creek Open Space & Wetland Conservation Area include north/south connections which implement Neighborhood Trail corridors identified on the URBAN + FARM PARKS MASTER PLAN / 15 1.7 NEIGHBORHOOD CENTER COMPLIANCE WITH SECTION 38.410.020 BMC �- Section 38.410.020 BMC requires that subdivision that are 10 net acres in size or greater, must have a Neighborhood Center. Urban + Farm is greater than 10 net acres in size and, therefore, is providing a Neighborhood Center. A Neighborhood Center provides a centrally located focal point. The Central Park is intended to serve as Neighborhood >� Center for Urban + Farm. The Central Park meets the criteria for a Neighborhood Center in the following ways- The location of this 2.85 acre park is within 600 feet from the geographic center point of the development. The developer will install all proposed amenities, will provide opportunities for passive and active recreation opportunities and it is fronted by public streets on three sides. COMPLIANCE WITH SECTION 38.420.060 BMC While the Central Park does not have street frontage along 100 percent of its perimeter, it is fronted by public streets along 75 percent of the perimeter. This arrangement is permitted under code due to the following: Once property to the north is developed, direct pedestrian access will be required and provided as part of a future subdivision or site plan approval. Further, the design of the Central Park will include a series of non-parking improvements and will exceed city minimum park improvement standards. 16 / URBAN + FARM PARKS MASTER PLAN URBAN +FARM // Neighborhood Center 3 — N01101 RANCH i i = �.« 06 may Eiv sraE ET ra�Lo"tracer NEIGHBORHOOD CENTER MUST _ EASI—T } BE WITHIN 600'OF GEOGRAPHIC i 60DIUS 0'RA c a 1 CENTEROFSITE A PA°" .aTI It I ' �xeeNHouse NEIGHBORHOOD � J CENTER A ° °"s qs (CENTRALPARK) \ fl / vi��ac ECErvrEa - '- _ - ��_ _ a N k�ra $�90 .F �r 4���t -.y��il_�c��_�r�sa'i+►'� URBAN + FARM PARKS MASTER PLAN / 17 1.8 CASH IN LIEU/IMPROVEMENTS IN LIEU SUMMARY CALCULATION - _ An equivalent of 10.57 acres of cash-in-lieu is required to meet the city parkland dedication requirement. At the current rate of$2.60/SF, $1,197,115.57 is required to offset the dedicated R acreage deficit and required CIL obligation. This is an estimation, as a final valuation will be determined at the time of final plat. It is the preference of the developer to use the cash obligation for investment in improvements to the proposed parkland. Preliminary costs associated with the development of the park to meet city standards is approximately $1,898,458. Improvements-in-Lieu will be used to improve the park space with amenities above and beyond this required baseline design. Total enhanced improvement costs are intended to match the required Cash-in-Lieu fees. A DRAFT cost summary for preliminary enhanced improvements is included in the appendix. Plans for these improvements will be coordinated with the Parks Department and updated cost estimates for improvements will be provided to the city as necessary during final plat. 18 / URBAN + FARM PARKS MASTER PLAN with conform to the City's adopted standards and RESOLUTION 4784 specifications. The City of Bozeman passed Commission Resolution No. 4784 to establish criteria for the The location of improvements within the proposed evaluation of whether land dedication, cash parkland will serve residents of Urban + Farm and donation or improvements is most suitable for a existing residents of surrounding neighborhoods development. The park strategy proposed for with an enhanced recreational experience and Urban + Farm maximizes city preferences on improved connectivity due to the proximity to location and utility extension while balancing proposed residential development and existing recreational opportunities for future residents. homes. The improvements will exceed the minimum UDC requirements and will continue to align with city The location of the improvements also meets vision and the 2007 PROST plan as discussed in the service radii established by the city park Section 1.4 of this master plan. master plan. Further, the improvements will.- Be consistent with the master plan for the park where the improvements are proposed and be consistent with the city's approved specifications for park equipment and improvements. All installation URBAN + FARM PARKS MASTER PLAN / 19 :Z� ♦ yr- 'L - t'� 2.0 KEY , ELEMENTS r _ �• T �I� I' � 1 2.1 PARK SYSTEM GENERAL Providing thoughtful, accessible and enjoyable opportunities for outdoor recreation is paramount for residents of Urban + Farm. The multi-modal connection, parks and open spaces strike a balance between design and practicality. The comprehensive network of trails, paths, sidewalks and bike lanes connect the system of parks located throughout the entire neighborhood. The Urban + Farm park network includes four distinct park spaces and two primary open space areas: Central Park Dog Park West Linear Park Valley Commons Linear Park Baxter Creek Open Space & Wetland Conservation Area Huffine Multi-Use Path URBAN + FARM PARKS MASTER PLAN / 21 Sol— ar 9k r ot., we' I--- 4J t- oo a CENTRAL PARK As it name suggest, Central Park is the seminal park space within Urban + Farm. It is the neighborhood's outdoor living room and meeting place and will create a new landmark in west Bozeman. It is where people gather around the picturesque pond, toss a frisbee on the lawn, slide at the playground, or get lost on its meandering natural path among the trees and natural grasses. 22 / URBAN + FARM PARKS MASTER PLAN 3 - - o i f f v j r y MA F s.AEE. s a. - . - " oR dn* .o H Y" 'a".. o xE< <oIll IITIIE I. oh e� PA1X i =ssea$-sera •se_seeeaee*• • • DOG PARK The Urban + Farm Dog Park represents a new standard in neighborhood park planning. Using meandering and naturalistic forms that are reinforced by a border of trees that enclose the space, provide shade and create filtered views into the area, dogs and residents will both enjoy spending time in this space. A singular fenced area is large enough to include two, safe and engaging play zones for dogs and a centrally located agri-themed shade structure provides instant shade and gathering space for owners. 23 / URBAN + FARM PARKS MASTER PLAN loss*, -0> C 0-0-6 I'll • "I�Vlll 'ArexX wa STING ra % WEST LINEAR PARK Providing unobstructed western views, the West Linear Park expands a key transportation corridor to the north of the site and ultimately provides a new multi-use path segment proposed along Huffine. Primarily featuring a paved multi- use pathway, users will travel through trees and grasses and stop at benches located a key locations to rest, view the open space permanently protected through a conservation easement to the west and relax during the journey. 24 / URBAN + FARM PARKS MASTER PLAN e '' •a e � ars_ iio dl, VALLEY COMMONS LINEAR PARK Connecting the Central Park to the Dog Park and West Linear park, the Valley Commons Linear Park provides an opportunity for people find serenity in the landscape. Just down the block from Central Park, users can stroll through a cozy natural path aside trees and native grasses set atop undulating landform. The occasional lawn space provides for easy accessibility and a place to toss a lawn chair and enjoy a picnic with friends. 25 / URBAN + FARM PARKS MASTER PLAN 2.2 ACTIVE MOBILITY NETWORK GENERAL Walkability and connectivity is at the core of the project ethos. The well connected and easy to understand block network promotes walkability at the street level throughout the project. This connectivity is reinforced through a variety of path types .. intended to serve a wide range of users. Bike lanes, multi-use trails, paseos, nature paths, and a robust network of park and ROW sidewalks create extensive pedestrian routes. ACTIVE TRANSPORTATION NETWORK Within the active mobility network planned within the project, there are a number of foundational elements. 1. West Linear Park/Dog Park Shared-use Path This 10' Type 1B asphalt pathway runs along the western project boundary and is bookended by two active park spaces. These include the Dog Park to the south and the Phase 1 Park to the north. Beyond the Phase 1 Park, the pathway connects to the existing Norton Ranch asphalt path and community garden space to the north. To the south, it connects with the new Huffine Lane shared-use path. The path meanders its way through trees and native grasses along the property line while providing open views to the adjacent county land. While the PRAT plan identifies this connection as a future Neighborhood Trail corridor on the Proposed Active Transportation (AT) Network map, a paved pathway is proposed to match and connect to the existing paved pathway to the north. 2. Proposed Neighborhood Connector A 5' easement was requested by city staff and has been added to the plat to provide a location for the development of a Connector Path as prescribed in the PRAT. 26 / URBAN + FARM PARKS MASTER PLAN 3. Huffine Shared-use Path This 10' Type IB 4. Baxter Creek Trail This 6' Type II-B crushed asphalt pathway provides efficient access for stone pathway runs along the existing creek and individuals heading east/west along Huffine that will eventually connect with the proposed east/ are headed to the Village Center. It intersects west Connector Path adjacent to Fallon Street. with the bike lanes on Laurel Parkway and the This connection is identified on the Proposed pedestrian friendly streetscapes within the AT Network Map. The trail will cross Competition Village Core to provide bikers with a connection Drive at street grade and will include a standard heading north. Additional private open space mid-block crossing to ensure safe crossing. connections are anticipated to connect the The PRAT plan identifies that area as a future pathway with Valley Commons. The PRAT plan Neighborhood Trail corridor. identifies this as a future shared use path on the Proposed AT Network Map. .e a O s r data.fa.,.•i. ..m..isttA a ry % rnxx A .. . rq a a N corvrvccroa>nrn +. connEcrore vnrn porn • �e rt..•.t.ltec sa-aarw--s •." p,��s a .d ° .• �•-•+--gyp. , a • • m qq a °° a r a _ aEErvrvo : •nw��„a aea.MM as ai.a f.. .. va .v coMmarvs • <,« . 10'MULTI-USE ASPHALT TRAIL(CLASS IB) • FUTURE BIKE CONNECTION 5'BIKELANE 27 / URBAN + FARM PARKS MASTER PLAN xf" PEDESTRIAN CONNECTIVITY i 1. Valley Commons Linear Park Path This 5' pathway the entire length of the park space. This is path meanders , ,� its way through trees and native grasses along the property line while providing opportunities to stroll through the neighborhood and a pleasurable walkable route connecting the West Linear Park to the Central Park. drdli.. 2. Central Park Path This 8' concrete pathway provides an opportunity to stroll past a pond and access to the play area. It ultimately connects to both the Valley Commons Linear Park pathway to the west and to an open space area which terminates at the Baxter Creek Wetland Conservation Area and pedestrian friendly streetscapes within the Village Core. I--IT111T _ c°r.n u"*r MAV FLV STRFEi 3 �=! t ill<t!H CREEK LOOP -7501'(1.35 MI) PARK LOOP -6635'(1.25 MI) DOG LOOP -3080'(.60 MI) u VILLAGE LOOP -2783'(.50MI) 28 / URBAN + FARM PARKS MASTER PLAN TRAIL DETAILS AND SPECIFICATIONS constructed to support a minimum of 12,500 The new PRAT design standards did not include pounds. any trail detail or design requirements. Trails 2. Class II Trail Class II trails shall be a minimum proposed for OF complies with the specifications of 72 inches in width. The trail bed must be prescribed in the PROST. Key standards, per the excavated 6 inches deep, prior to installation PROST plan, include the following: of tread mix. Tread mix shall be installed in two parts. The first 3 inch lift shall be of3/4 inch Road 1. Class IB Asphalt Trail Width of trails shall be mix, compacted, and then 3/8th inch minus a minimum of 10 feet, with a minimum cross gravel (natural fines). Natural fines used for slope of 2 percent or maximum of 5 percent these trails shall consist of 80 percent sand, 10 and a 1 foot wide gravel border along each percent silt and 10 percent clay. If the material edge. Trail bed shall be excavated to a minimum falls outside of these parameters, the City Of depth of 11.5 inches. A soil sterilant, approved Bozeman Parks Divisions must be consulted by the City of Bozeman Parks Division, shall be for approval or modification. If the natural fines applied to trail bed prior to construction. The tread mix does not contain enough clay or trail bed shall consist of a minimum of 9 inches silt binder, additional binder must be mixed of crushed gravel compacted to 95 percent of in. Alternative soil stabilizer products are maximum density as determined by AASHTO acceptable, but must be approved by the City T99, unless otherwise dictated by sub-soil type of Bozeman Parks Division. The trail bed must materials being compacted to road standard. be filled up to original surface along both edges The overlay shall consist of 2.5 inches of asphalt with a cross slope of no less than 2 percent compacted to 93 percent of maximum density, and no more than 5 percent to provide for as determined by ASTM D2041. Construction water drainage. Tread mix must be rolled flat seal shall be applied at 0.08 gallon/ square and compacted after installation, maintaining a yard after installation. Class I trails must be 29 / URBAN + FARM PARKS MASTER PLAN 2 to 5 percent cross slope. (If moisture content is not adequate for compaction, water should be added prior to rolling and compacting). Where terrain allows, slope of trail should not exceed 12.1 with a cross slope no greater than 20.1 (5 percent) to provide for ADA accessibility. All damage to surrounding features and/ or vegetation shall be reclaimed immediately. Encroaching weeds, due to trail construction, shall be treated and controlled for a minimum of 2 years after trail section is completed. Minimum overhead clearance shall be 96 inches for pedestrian and bike traffic, and 120 inches for equestrian traffic. 3. Street/Trail Connections Mid block trail crossings shall have a painted pedestrian crossing, with crossing and advanced crossing signs at either end. Curb cuts shall be provided at all street/trail connections. 4. ADA Accessibility Full ADA trail accessibility is defined as a slope not exceeding a 12.1 angle and a cross slope of no more than 2 percent. There can be no abrupt change in surface level greater than 1/2 inch. 30/URBAN + FARM PARKS MASTER PLAN 10' MINIMUM WIDTH FOR SHARED USE 1' GRAVEL 1' GRAVEL SHOULDER f 6' MINIMUM WIDTH FOR SINGLE USE SHOULDER 2% SLOPE CLEAR & GRUB, MINIMUM LIMITS 1}' MINUS CRUSHED GRAVEL BASE, 9' TYPE 8 ASPHALT PLANT MIX, 2 }' MINIMUM MINIMUM THICKNESS, COMPACTED BY A THICKNESS, COMPACTED TO A MINIMUM OF DETERMINED BY MINIMUM OF S MAX DRY DENSITY AS A4SHT0 T99 93% OF MAX. DENSITY AS DETERMINED BY ASTMD 2041 NOTES: 1. PATHWAYS SHALL BE DESIGNED TO SUPPORT A MINIMUM DESIGN LOAD OF 25.000 ESAL. 2. A SOIL STERILANT SHALL BE APPLIED TO THE SUBGRADE PRIOR TO PLACEMENT OF THE GRAVEL BASE. 3. A CONSTRUCTION SEAL SHALL BE APPLIED TO THE PAVED SURFACE IMMEDIATELY FOLLOWING FINAL ROLLING AT THE RATE OF 0.08 GALLON/SQUARE YARD. CITY OF BOZEMAN STANDARD DETAIL CLASS IB ASPHALT TRAIL 6' MINIMUM WIDTH 2X MAX SLOPE .N:i.cr• .:li, ;.+,,, :::>yr;is i'��o..t r::�"_.}ih;•y''^'i:, :-C�"i'�:.J r��`:n':>: `:��'i^'y''\��'.i::t:. COMPACTED SUBGRADE 3� MINIMUM THICKNESS OF}- MINUS CRUSHED BASE COURSE MATERIAL 3' MINIMUM THICKNESS OF a' MINUS GRAVEL (NATURAL FINES, SEE NOTE 1). NOTES: 1. NATURAL FINES SHALL CONSIST OF 80% SAND, 10% SILT, AND 10% CLAY. 2. A SOIL STERRANT SHALL BE APPLIED TO THE SUBGRADE PRIOR TO PLACEMENT OF THE GRAVEL BASE. CITY OF BOZEMAN STANDARD DETAIL CLASS II TRAIL URBAN + FARM PARKS MASTER PLAN / 31 2.3 IRRIGATION AND WELLS IRRIGATION STRATEGY Park irrigation within the project is designed to comply with all city requirements. As specified in Sec. 38.550.070.A.2.c.(1) of code, the approved groundwater appropriations will be used to irrigate parks and city ROW where possible. Water is a valuable resource and the park landscape has been designed with this in mind. Throughout the park spaces the following best practice standards have been implemented: 1. Limiting turf to areas that require it based upon desired use and program 2. Use of drought tolerant and native plants 3. Integrating a large amount of shade to provide long term cooling of adjacent planting areas 4. Integrating low water native grass areas 5. Compliance with recently updated City watering restrictions IRRIGATION DETAILS AND SPECIFICATIONS Irrigation information is provided on the corresponding landscape plan sheets. The irrigation design is simple and maximizes efficiency as called for in the PRAT design standards. The new PRAT design standards did not include new irrigation design requirements. Irrigation proposed for OF complies with the PROST. Per the PROST plan, irrigation equipment shall meet the following requirements: 1. Irrigation systems will be compatible with Maxicom systems. All water lines shall be schedule 40 PVC. Black poly pipe is unacceptable for any mainline and may only be used for lateral lines when approved by the Parks 32 / URBAN + FARM PARKS MASTER PLAN Division. Pipe shall be installed at a minimum PARK WELLS depth of 12 inches, with main lines at 18 inch A series of Exempt Wells are providing irrigation minimum depth. If this depth is unachievable the water for several of the parks. Please see attached Parks Division must be consulted. No stacking water calculations for additional information. of irrigation lines shall be permitted. Four (4) All plantings and irrigation has been designed inches of sand shall be placed beneath pipe, to ensure that watering needs stay within the and 4 inches of sand above the pipe, to prevent prescribed Exempt Well parameters while at the compaction and settling. Sprinkler heads will be same time provide adequate watering within the installed on manufactured swing joints (schedule cities watering restrictions. Below is an outlined 80 w/ a-rings). Heads to be installed must strategy for the respective park spaces: be approved by the Parks Division and shall 1. West Linear Park/Dog Park The West Linear/ be gear driven, with interchangeable nozzle Dog park are watered using an existing on-site sizes, unless noted otherwise. The heads exempt well that will be dedicated to the city shall be capable of producing the specified for use for irrigation. All watering needs are gpm and coverage area and shall be set to met through the use of this well within the city- manufacturers' specifications. Electrical locate prescribed watering window. The well is located tape shall be installed along all main lines. on the north end of the West Linear park. Upon completion of installation all warranty 2. Valley Commons Linear Park The Valley and maintenance information, as well as well Commons park is watered using domestic logs and pump warranties and information, water. The use of domestic water in this park if applicable, shall be supplied to the City of space is appropriate and in accordance with Bozeman Parks Division along with and an "as- Sec. 38.420.080.A.2.(c) due to the distance of built" map. the exempt wells to the proposed park space. 2. Irrigation clocks shall be Rain Bird ESP_MC with Exempt wells are located east of Betty Lane metal casing (for the purpose of consistency, further north and south of Valley Commons Dr; being Maxicom compatible, training of creating long off-site mainline runs that could employees, and to reduce vandalism). easily be damaged and with high pressure loss that would not support high-volume spray irrigation. 3. Central Park The Central park is watered using an existing on-site exempt well that will URBAN + FARM PARKS MASTER PLAN / 33 be dedicated to the city for use for irrigation. All watering needs are met through the use of this well within the city- prescribed watering window. The well will also supply the on-site pond. Any pond supplemental water augmentation will be timed not to occur within the city-prescribed soon irrigation watering window. Calculations are shown on the Central park irrigation plan that show the total water usage of the well remains below the annual 10 acre-foot and 35 GPM exempt well status requirements. The well is located on the east side of the Central park. I __. Per the PROST plan wells installed on City of Bozeman property must be registered in the City's name. All wells must have a stainless steel screen at the intake. Any well installed in a public dedicated park that is larger than two acres must have a minimum potential of 100 gpm. For more information on irrigation design and water use calculations, Landscape sheet L401 identifies each irrigation system: water source, controller and mainline associated with each park. The remaining L400 sheets provide detailed park layout with required information. 34 / URBAN + FARM PARKS MASTER PLAN 2.4 PLAYGROUND LOCATION 5. All work will be overseen and approved by a One playground is located within the Central CPSI. Playgrounds must be inspected by a CPSI Park area and is targeted to the 2-5 and 5-12 age before opening playground to the public. No groups. The new PRAT design standards did not wooden structures will be approved. include any playground design requirements. As such the proposed playground equipment for OF DESIGN THEME AND EQUIPMENT complies with the PROST. The Central Park playground is based upon an agrarian theme and includes the following PLAYGROUND DETAILS AND SPECIFICATIONS equipment. Per the PROST plan, playgrounds shall meet the following requirements: These include the following: 1. Playgrounds must be installed on parkland Manufacturer: Landscape Structures managed by the City of Bozeman. Model: PlayBooster Custom Barn 2. All playgrounds must be approved by a Theme: Agrarian Certified Playground Safety Inspector (CPSI) and Age Range: 5-12 meet ASTM F1487-01, CPSC and ADA guidelines Manufacturer: Landscape Structures and specifications. Model: Full Bucket Swings 3. Playgrounds shall be age appropriate, for area Theme: Agrarian served, and be signed accordingly. Age Range: 2-5 4. There must be an adequate use zone area around equipment, approved material in the use The fall zone material for the playground will zone, which meets impact attenuation criteria consist of engineered wood fiber at a depth that as specified in ASTM 1292, and accessibility corresponds to the maximum fall zone. guidelines ASTM F 1951-99, and have adequate drainage. All installation plans, surfacing Certificate of Liability, materials list, construction guidelines, maintenance information and manufacturer's name must be supplied to the City of Bozeman Parks Division, upon completion of playground installation. URBAN + FARM PARKS MASTER PLAN / 35 2.5 MAINTENANCE CENTRAL PARK POND Filling A timer with appropriate valuing to provide maintenance water to the pond with the intent of keeping it absolutely full while exchanging some volume (overflowing) daily. No domestic water will be used to fill or maintain the pond. The overflow of the pond will be directed to back into the aquifer via an installed engineered infiltration system. The maintenance involved with this system will simply be periodic checks on pond level and to make sure the timer/valve setup is functioning properly. Visual inspections once a month. Additional information on pond augmentation and overflow can be found in the Memo from Pond and Stream Consulting. Aeration The aeration system will run from October 15th through April 15th and its function will be initiated and terminated manually. In other words, maintenance of the aeration system will involve plugging the compressor into an appropriate outlet on October 15th (give or take a week) and unplugging it on April 15th (give or take a week). The compressor is housed in a weatherproof cabinet and sits directly on the ground, so it can be left in place, or stored when not in use, at the discretion of the City. Additional information on Pond Augmentation and overflow can be found in the Memo from Pond and Stream Consulting. 36 / URBAN + FARM PARKS MASTER PLAN Fish Stocking Vegetation Maintenance In order to establish and maintain a trout fishery Maintenance of nuisance aquatic vegetation in the pond, the initial stocking (assuming an (submerged, emergent and floating) will be at the appropriate license/permit can be obtained) is discretion of the City. Typically, this is conducted conducted the spring following the pond's initial on an "as-needed" basis to optimize aesthetic fill. Given the proposed size of the pond, this appeal and recreational opportunity by a qualified stocking will typically result in the introduction subcontractor. Additional information on Pond of approximately 75 adult trout to the pond. The vegetation management can be found in the Memo number of fish added and the frequency of these from Pond and Stream Consulting. maintenance stocking efforts will be conducted at the City's discretion and will be at least partially dependent on how many fish are lost to predators, anglers and natural causes (age out). The initial recommendation includes the addition of 50 adult trout every other (or third) year to maintain a fishable population. Additional information on the necessary permitting can be found in the Memo from Pond and Stream Consulting 37 / URBAN + FARM PARKS MASTER PLAN 2.6 SOILS PARK SOIL FILL Based on existing site conditions and the presence of a high water table, a large amount of fill will be brought to the site which will help ensure quality soil is provided in the park spaces. The new PRAT design standards did not include any soil : ��. t.•� requirements. As such the soil and fill proposed for OF .•u complies with the PROST. DETAILS AND SPECIFICATIONS Per the PROST plan, park soils shall meet the following requirements: 1. All soils to be used on public parkland shall be inspected by and meet the approval of City of Bozeman Parks Division staff prior to installation, and shall meet the minimum depth requirement of 10 inches. All rock in excess of 1 inch in diameter shall be removed. Soil tests (a sieve analysis and soil analysis) shall be performed prior to planting to determine the classification and texture of the soils, along with any nutrient deficiencies. The classification and texture will determine what amendments, if any, are needed, while the soil analysis will help correct any nutrient problems with a pre-plant fertilization. 2. Guidelines for Soils. The soil will be deemed acceptable if it is less than 35 percent clay, less than 70 percent sand, and 70 percent silt. Ph must not exceed 8.4. The 38 / URBAN + FARM PARKS MASTER PLAN soil will be screened at 1 inch minus for rocks and debris, and topsoil depth will be at least ten inches. The sub-base, after grading, will be scarified to a depth of twelve inches to insure drainage throughout the profile. 3. Amendments may vary depending on existing soils, but will generally consist of 60 percent coarse sand (generally concrete sand), 20 percent organics (C : N ratio below 30) and 20 percent approved native soil. Soils will be mixed prior to installation with a screener/ mixer machine, or applied in layers on site and mixed thoroughly with a deep rototiller. Depth of amended soil will be a minimum of 10 inches. There will be no compaction following the grading process. Fertilizer, and the rate at which it will be applied, should be dictated by the soil test report. URBAN + FARM PARKS MASTER PLAN / 39 a ti rt 4h.. OF 4w to i t�- ....y. yam: ! _�.... v .b :'#r-.:.".. �. �_ �I •J�+'I'a�e. •.., �,,.. � .,�' tip a'�.'• �_ "� "�&, .',�,., ,.�� '.,.' ,A � QM � z APPENDIX A: REQUIRED PARKLAND � CALCULATION . URBAN .. PARKS . ■ ■ . Urban Farm I Cash In Lieu Calculation 11.20.2023 Total Lot Development Area 3,765,386.07 sf 86.44 acres Less Park Area 294,874 sf 6.77 acre Open Space (exluding wetland) 217,146 sf 4.98 acre ROW 686,912 sf 15.77 acre Non-Residential 149,907 sf 3.44 acre Wetland 318,483 sf 7.31 acre Less SubTotal = 1,667,322.00 sf 38.28 acres Total Net Residential Area = 2,098,064.07 sf 48.16 acres Total Dwelling Unit (DU) = 1107 Net Residential Density(Total Resid. Units/Net Resid.Area) Total DU/Total Net Residential Area= 1107 / 48.16 = 22.98 DU/acre Max Density allowed for calculations = 12 max. Park Unit for 132M Zoning = 0.03 acre/DU Res Acres Density Park Unit Parkland at 12 DU per acre 48.16 x 12 x 0.03 = 17.34 acres Parkland at 8 DU MAX per acre 48.16 x 8 x 0.03 = 11.56 acres Provided Parkland 6.77 acres 8DU Req'd Provided Option :Additional required Parkland 11.56 - 6.77 = 208,661.38 sf 4.79 acres OR Optional Cash in Lieu (CIL) $2.60 x 208,661.38 = $542,519.58 REQUIRED Cash in Lieu (CIL) of Parkland 17.34 - 11.56 = 251,767.69 sf 5.78 acres REQUIRED Cash in Lieu (CIL) $2.60 x 251,767.69 = $654,595.99 Total Potential Cash in Lieu (CIL) $1,197,115.57 Developer Proposes to utilize CIL funds to further enhance and improve the parks indicated in the development. APPENDIX B: PARK IMPROVEMENTS ��� � �� COST ESTIMATE : URBAN .. PARKS MASTER ■ . Urban+Farm Phase 2 11/15/2023 DRAFT West Linear Park Valley Commons &Dog Park Linear Park Central Park REF 14IL102 REF 14IL103 REF IlLI04 n ante n ance n ance Base Cost Improvements Cost Base Cost Improvements Cost Base Cost Improvements Cost Item Description Unit Price Unit City Cost I City Cost Qty I Cost I City Cost City Cos[ I City Cost Grading A-1 jRo.gh Grading 20.00 CY 1 3201 6,400 1 01 0 8,1001 162,000 1 01 0 1 1,8901 37,800 10 0 A-2 jFirish Grading 3.501 CY 1 1601 560 1 01 0 j 4,0501 14,175 1 01 0 1 9451 3,308 10 0 Pavement-Include Subgrade Prep&Base C-1 Area concrete 14.00 SF 0 0 4,891 68,474 0 0 428 5,992 0 0 13,084 183,176 C-3 Deck/Boardwalk-Steel Guard-Sim.to dog pl, 85.00 LF 0 0 0 0 0 0 0 0 0 0 207 17,595 C-5 Deck-Wood decking 1x6 22.00 SF 0 0 0 0 0 0 0 0 0 0 375 8,250 C-5 Deck-2x12 wood joists,fascia&wall ledger 12.00 LF 0 0 0 0 0 0 0 0 0 0 413 4,956 C-6 Deck-12"Steel H-Beams 400.00 LF 0 0 0 0 0 0 0 0 0 0 25 10,000 C-7 Deck-Post Helical Piers 4,000.00 EA 0 0 0 0 0 0 0 0 0 0 2 8,000 C-8 Play area surface-wood chips 8.40 SF 0 0 0 0 0 0 0 0 0 0 2,445 20,538 C-10 Granular walkway 4.00 SF 0 0 0 0 0 0 8,843 35,372 0 0 0 0 C-11 Asphalt Trail 5.00 SF 11,779 58,895 0 0 0 0 0 0 0 0 0 0 C-12 Concrete band 12" 21.50 LF 0 0 0 0 0 0 0 0 0 0 155 3,333 C-13 Playground curb 12"X 18"depth 38.50 LF 0 0 0 0 0 0 0 0 0 0 132 5,082 C-14 Thickened edge 12"depth 40.00 LF 0 0 0 0 0 0 0 0 0 0 91 3,640 C-15 Thickened edge 6"depth 40.00 LF 0 0 0 0 0 0 0 0 0 0 25 1,000 C-16 ADA ramp 3,208.00 EA 0 0 0 0 0 0 0 0 0 0 1 3,208 C-17 Boardwalk Concrete 42.00 SF 0 0 0 0 0 0 0 0 0 0 881 37,002 Site Amenities D-1 Benches 3,500.00 EA 0 0 6 21,000 0 0 12 42,000 0 0 6 21,000 D-3 Do Waste Station 500.00 EA 0 0 2 1,000 0 0 0 0 0 0 3 1,500 D-5 Litter Receptacle 4,000.00 EA 0 0 1 4,000 0 0 0 0 0 0 4 16,000 D-6 Bike Racks-U- le s 1,000.00 EA 0 0 0 0 0 0 0 0 0 0 5 5,000 D-7 Play Equipment 150,000.00 LS 0 0 0 0 0 0 0 0 0 0 1 150,000 D-9 Boulders 4 to 6'dia 2,700.00 EA 0 0 8 21,600 0 0 18 48,600 0 0 36 97,200 D-11 Picnic Table 6,000.00 EA 0 0 1 6,000 0 0 0 0 0 0 3 18,000 D-12 Conc.Seatwall 18"x 18"w/ftn 255.00 LF 0 0 0 0 0 0 0 0 0 0 37 91435 D-13 Conc.Ret Wall 12"w x 3'ret ht&ftng 370.00 LF 0 0 0 0 0 0 0 0 0 0 174 64,380 D-14 IShelter Structure 16'x24' able roof 300,000.00 LS 0 0 0 0 0 0 0 0 0 0 1 100,000 D-17 Fencing-4'ht.Perimeter&Dog Fence* 100.00 LF 1,187 118,700 864 86,400 0 1 0 0 0 0 0 0 2 -19 Fencin -4'ht.5'o enin sin le Gate 900.00 LF 0 0 4 3,600 0 0 0 0 0 0 0 0 D-20 Fencing-4'ht.30'openingdouble Gate 1,800.00 LF 0 0 1 1,800 0 0 01 0 1 01 0 1 0 0 Irrigation E-1 Irrigation Well Modifications 12,000.00 EA 1 12,000 0 0 0 0 0 0 1 12,000 0 0 E-2 Water Service 8,150.00 EA 0 0 0 0 1 8,150 0 0 0 0 0 0 E-3 Backflow,Prevention&Box 3,000.00 EA 0 0 0 0 1 3,000 0 0 0 0 0 0 E-4 5 ra -Turf 3.00 SF 13,188 39,564 0 0 28,471 85,413 0 0 40,648 121,944 0 0 E-5 Spray-Fescue 1 3.00 SF 6,076 18,228 0 0 0 0 0 0 5,852 17,556 0 0 E-6 5 ra -Native Grass 1&3 no Huffine O.S. 3.00 SF 66,789 200,367 0 0 63,076 189,228 0 0 51,710 155,130 0 0 E-8 Drip-Planter 4.75 SF 0 0 0 0 0 0 0 0 0 0 542 2,575 E-9 Drip-Trees in Grass 90.00 EA 17 1,530 67 6,030 0 0 301 9,090 0 0 84 7,560 Planting F-1 Prep&Place Exst To soil-Grass 0.45 SF 86,053 38,724 0 0 91,547 41,196 0 0 98,210 44,195 0 0 F-2 Prep&Place Exst Topsoil-Planter 0.50 SF 0 0 0 0 0 0 0 0 0 0 542 271 F-3 Turf Grass-Seed 1.25 SF 13,188 16,485 0 0 28,471 35,589 0 0 40,648 50,810 0 0 F-5 Fescue Grass 1-Seeded 1.25 SF 6,076 7,595 0 0 0 0 0 0 5,852 7,31S 5,852 7,315 F-6 Native Grass 1-Seeded 0.75 SF 66,789 50,092 66,789 50,092 63,076 47,307 63,076 47,307 48,002 36,002 48,002 36,002 F-8 Native Grass 3-Seeded-Native 1w/forbs 0.90 SF 0 0 0 0 0 0 0 0 3,708 3,337 3,708 3,337 F-12 Planter Bed-Mulch/No Fabric 1.65 SF 0 0 0 0 01 0 0 0 0 0 542 894 F-14 Edging-Strip-Metal 12.50 LF 0 0 0 0 0 0 0 0 0 0 54J3544 F-15 Edging-Shovel cut-30LF/tree in r 3.90 LF 0 0 670 2,613 0 0 1,010 3,939 0 0 1,056 F-19 Planting- Ornamental Grasses 40.00 EA 0 0 0 0 0 0 0 0 0 0 69 F-22 Trees-Deciduous2"** 695.00 EA 17 11,815 EEE34 23,630 0 0 48 33,360 0 0 51F-23 Trees-Deciduous(2.5") 725.00 EA 00 28 20,3000 0 34 24,650 0 0 24F-24 Trees-Coniferous 8'ht 1,570,00 EA 0 0 5 7,8500 0 19 29,830 0 0 9 Power Distribution H-1 Lighting Power Transformer 5,000.00 EA 0 0 0 0 1 5,000 0 0 0 0 1 5,000 H-2 Power Distribution Equipment 3,750.00 EA 0 0 0 0 1 3,750 0 0 0 0 0 0 H-4 Pum Controller and Connections 500.00 EA 1 500 0 0 0 0 0 0 1 500 0 0 H-5 Irrigation Controller Power Connection 250.D0 EA 1 250 0 0 1 250 0 0 1 250 0 0 H-6 Power Receptacles 275.00 EA 0 0 2 550 0 0 0 0 0 0 3 825 H-9 Irrigation Controller Feeder l2#4+tt4G) 18.00 LF 3,300 59,400 0 0 1,425 25,650 0 0 0 0 0 0 1140 Irrigation Controller Feeder 2#10+#30G 10.00 LF 0 0 0 0 0 0 0 0 50 500 0 0 H-11 Receptacle Feeder(2#4+#4G) 18.00 LF 0 0 2,710 48,780 0 0 Oi 0 0 0 0 0 H-12 Receptacle Feeder 2#!0+#30G 10.00 LF 0 0 0 0 0 0 0 0 0 0 15501 6,500 H-17 Pump Feeder)2#1+#1G) i 25.001 LF 1 3,3001 82,500 0 0 0 0 0 0 0 0 0 0 H-18 PumpFeeder 2#30+#10G 10.00 LF 0 0 00 50 500 0 0 50 500 0 0 Light Fixtures I-1 Pedestrian Li htin 6,500.00 EA 0 0 1 6,500 0 0 2 13,000 0 0 5 32,500 -2 ROW Lighting 11,500.0; EA 0 0 4 46,000 5 57,500 5 57,500 0 0 0 0 1-3 Bollard U h ing 1 2,500.00 EA 0 0 1 2,500 0 0 0 0 2 5,000 2 5,000 1-4 Fixture Feeder Wire(2#4+#4G) 18.00 LF 0 0 2,950 53,100 0 0 2,100 37,800 0 0 0 0 1-3 Fixture Feeder Trenching,Tracer Wire 10.00 LF 0 0 140 1,400 0 0 0 0 0 0 0 0 Base Cost Subtotal 1 -1 723,605 - -1 678,708 - -1 496,146 Enhanced Improvement Costs Subtotal 1 -1 1 -1 483,219 -1 1 -1 388,440 -1 1 - 950,103 Total Base Cost$1,898,458 ***Total Enhanced Improvement Costs 1$1,851,760 *Required West perimeter fence included in base cost '*Required Street trees included in base cost ***Total Enhanced Improvement Costs intended to match required Cash-in-Lieu Fee APPENDIX C: WELL INFORMATION URBANCl .. PARKS . ■ ■ . Laurel Parkway, LLC & Baxter Creek, LLC � � � _ . �`` ' � tl� s 11171 Gallatin County, MT W E `� Fa i1 II II I � I i S � , 1111 I tii Proposed Groundwater INEsw i NWSIE Well Use I J C 4 1 NE:SE Laurel Parkway,LLC Property I • Border 32..3.304 2!S SSE i i I 1 Baxter Creek,LLC Property Border W2 23 POD-Wells 3 300 _ WS POU-Proposed Irrigation 3233 i 1 GWIC:323304-WI SIPSW - SWS'E 323299 w4 GWIC:323300-W2 r�.. 323306 I GWIC:323299-W3 GWIC:323306-W4 - SESE •• s GWIC:323311 -W5 - GWIC:324781 -W6 W6 = I ' a I 324781 Created 01/12/2023 Aerial Imagery:2021 NAIP DMI6 NATURAL RESOURCES 0 0.075 0.1 � NENW NWNiE �NENiE Miles Geographic features displayed on the map have not been surveyed by DMS and should not be construed as surveyed. I This map includes publicly available data obtained from s third-party sources.DMS makes no warranties as to the i accuracy of data obtained from third-party sources. PRIORITY MEANS OF WR NUMBER DATE SOURCE PURPOSE OF USE DIVERSION GWIC OWNER FLOW VOLUME ACRES 41H 138885 00 18850101 GROUNDWATER DOMESTIC WELL 95660 LAUREL PARKWAY LLC 25 GPM 1.5 1 41H 138886 00 18850101 GROUNDWATER DOMESTIC WELL 95661 LAUREL PARKWAY LLC 25 GPM 1.5 1 SPRING, UNNAMED TRIBUTARY 41H 138890 00 19500601 OF BAXTER CREEK STOCK DITCH NA LAUREL PARKWAY LLC NA NA NA 41H 30158953 20221115 GROUNDWATER LAWN AND GARDEN WELL 323306 LAUREL PARKWAY LLC& BAXTER CREEK LLC 10.8 GPM 4.78 1.4 41H 30158954 20221115 GROUNDWATER LAWN AND GARDEN WELL 323300 LAUREL PARKWAY LLC 14.92 GPM 4.48 1.95 41H 30158955 20221115 GROUNDWATER LAWN AND GARDEN WELL 323304 LAUREL PARKWAY LLC 3.28 GPM 1.25 0.4 41H 30158956 20221115 GROUNDWATER LAWN AND GARDEN WELL 323311 BAXTER CREEK LLC 5.44 GPM 1.55 0.6 FISHERY& LAWN 41H 30158959 20221115 GROUNDWATER AND GARDEN WELL 323299 LAUREL PARKWAY LLC 35 GPM 9.79 2.18 41H 30159387 20230118 GROUNDWATER LAWN AND GARDEN WELL 324781 LAUREL PARKWAY LLC& BAXTER CREEK LLC 17.7 GPM 6.18 Pending- Not Issued Yet office dmsnaturalresources.com From: Brett Megaard <bmegaard@hyaliteeng.com> Sent: Thursday, June 15, 2023 5:43 PM To: Thomas Berkley; office dmsnaturalresources.com Cc: Bri Schultz; Meg Koenig; stephenson dmsnaturalresources.com Subject: Re: URGENT Urban Farm Water Rights Yes, thank you Kendall for that explanation! Thanks, Brett Megaard, PE Senior Project Manager I Civil Group Leader P (406) 587-2781 1 M (406) 581-5699 Hyalite Engineers, PLLC 12304 N. 7th Ave, Ste. L I Bozeman, MT 59715 North Dakota Offices -Valley City, Bismarck, Dunn Center Montana Office - Bozeman On Thu,Jun 15, 2023 at 5:11 PM Thomas Berkley<tom@theoutlawpartners.com>wrote: Thanks. On Thu,Jun 15, 2023 at 4:21 PM office dmsnaturalresources.com <office@dmsnaturalresources.com>wrote: Brett (Tom, Bri and Meg Iced), We have reviewed the groundwater certificates that DNRC shared with you. Please see below for a summary of our review. • DNRC issued groundwater certificates 41H 30158954, 41H 30158955,41H 30158956 and 41H 30158959 with no errors/typos. No action is needed. • DNRC issued 41H 30158953 with a minor typo to the static water level and inadvertently omitted a geocode. DMS has contacted DNRC who is working to correct the typo and add the second geocode. Once updated, DNRC will mail another hard copy certificate—please send us a copy once received. In regards to the duplicate certificate 41H 30158953 that was mailed, Baxter Creek and Laurel Parkway are co-owners of this certificate with the same address. DNRC sends a copy to each of the owners—thus,you received both. Lastly, DNRC has not yet finished processing the 6th Form 602 that was submitted shortly after the first five. When you do receive the 6th certificate, please send us a copy for our review. i Let us know if you have any questions. Kendall Kendall Kirby DMS Natural Resources, LLC 602 S. Ferguson Ave.. Suite 2 Bozeman, MT 59718 Cell: 209-614-6993 Office: 406-582-4988 office@dmsnaturalresources.com www.dmsnaturalresources.com From: Meg Koenig<mk@theoutlawpartners.com> Sent: Wednesday,June 14, 2023 6:23 PM To: Brett Megaard <bmegaard@hvaliteeng.com> Cc: Bri Schultz<briana@sundogeco.com>; office dmsnaturalresources.com <office@dmsnaturalresources.com>; stephenson dmsnaturalresources.com <Stephenson@dmsnaturalresources.com> Subject: Re: URGENT Urban Farm Water Rights Thanks all, I said Lynn Reynolds's as it was her wet signature on both of those documents. On Wed,Jun 14, 2023 at 18:20 Brett Megaard <bmegaard@hvaliteeng.com>wrote: Sounds good, thanks Deb! Thanks, Brett Megaard, PE 2 Senior Project Manager I Civil Group Leader P (406) 587-2781 1 M (406) 581-5699 Hyalite Engineers, PLLC 12304 N. 7th Ave, Ste. L I Bozeman, MT 59715 North Dakota Offices -Valley City, Bismarck, Dunn Center Montana Office - Bozeman On Wed,Jun 14, 2023 at 6:14 PM Stephenson dmsnaturalresources.com <stephenson@dmsnaturalresources.com> wrote: Brett We will look through the abstracts and line them up to what we submitted, check all the attributes to make sure there were no DNRC data entry errors/typos, etc... and also double check to see if the sixth filing that we submitted after the first batch is issued. It does look like both of those certificates for-953 are identical. I haven't seen that in the past, but they may have just printed it twice by mistake. Once we check all the issued abstracts for accuracy, assuming no other errors/typos, we could ask DNRC about the duplicate copy if you would like us to. Deb Sincerely, Deborah Stephenson DMS Natural Resources, LLC 602 S. Ferguson Ave., Suite 2 Bozeman, MT 59718 Office: 406-582-4988 Cell: 406-600-1422 stephenson@dmsnaturalresources.cam 3 www.dmsnaturalresources.com The information contained in this message may be CONFIDENTIAL and is for the intended addressee only. Any unauthorized use,dissemination of the information,or copying of this message is prohibited. If you are not the intended addressee,please notify the sender immediately and delete this message. Thank you. From: Brett Megaard <bmegaard@hyaliteeng.com> Sent:Wednesday,June 14, 2023 4:20 PM To: stephenson dmsnaturalresources.com <stephenson@dmsnaturalresources.com> Cc: Meg Koenig<mk@theoutlawpartners.com>; Bri Schultz<briana@sundogeco.com> Subject: Fwd: URGENT Urban Farm Water Rights Deb- See below, it looks like we received a duplicate hard copy in the mail. I didn't think they did that? Is there anything we need to do on our end to right this? Thanks, Brett Megaard, PE Senior Project Manager I Civil Group Leader P (406) 587-2781 1 M (406) 581-5699 Hyalite Engineers, PLLC 12304 N. 7th Ave, Ste. L I Bozeman, MT 59715 North Dakota Offices -Valley City, Bismarck, Dunn Center Montana Office - Bozeman 4 i i Page 1 of 1 � CertifiGato of Water Right May 26.2021 41H 30158953 STAT)F:OF MONTANA NSERVATIOti CES AND CO. NATURAL•RESOUR 20-1�1 RTMENT OF ' HELENA,MONTANA 596 T pEpA W AZ'ER RI GK 1 p,O.BOX 201601r 1424 9TH AVENUE ��� O I' CERTIFI 85-2-306, MCA, HAVE BEEN MET.THIS ;--RIENTS ,,t THE REO_ IGHT IS GRANTED. UPON FINDING OF WATE _-- CERTIFICATE CERTIFICATE -- ,ID WATER ---_-- 41H 30158953 GRO O ��AL RIGHT Number: 1 ACTIVE ��stet Rib Version: v p s tu : LC 59716 KWAY LLC PAR LAUREL -_ PO BOX 161236 BIG SKY.MT 59716 at 02-30 P'M' NOVEMBER 15. 2022 at 02:30 P.M• Date: NOVEMBE R 15.2022 Priority Date: AND GARDEN Enforceable Prionb D purpose(use): 10.80 GPM Maximum Flory Rate: 4.78 AC-FT rtAximum �'olunie: 1.40 Acres: GROUNDWATER Maximum �''gy GROUNDNrp,TER � Source dame: GROUNDWATER Q � 5E GALLAIIN T�2S Source T1'Pcnnd Sfepns of Diversion: point of Diversion � NWSESE ApRIL 1 TO OCTOBER 31 period � ion: ASER 1 r., t�crs GROUtdOW of D' . Source WELL 5 Meg Koenig Project Coordinator 11 Lone Peak Dr. Suite 201 Big Sky, MT 59716 mobile: 406.570.6416 OUTLAWREALESTATEPARTNERS.COM Tom Berkley Director of Development 201 S Wallace Ave, Unit A-4 Bozeman, MT 59715 J mobile: 508.728.1088 OUTLAWREALESTATEPARTNERS.COM 6 office dmsnaturalresources.com From: office dmsnaturalresources.com Sent: Wednesday,June 28, 2023 9:40 AM To: Brett Megaard;Thomas Berkley Cc: Bri Schultz; Meg Koenig; stephenson dmsnaturalresources.com Subject: RE: URGENT Urban Farm Water Rights Attachments: 2023.06.28 Abstract.pdf All, DNRC has completed their corrections to groundwater certificate 41H 30158953—see attached for an updated abstract now listing the correct static water level and both parcel geocodes. There are no new updates on the 6t"filing that was submitted Jan 2023—DNRC has not yet processed the filing. Reminder, when you do receive the 6t" certificate, please send us a copy for our review. Please let us know if you have any questions. Thanks, Kendall Kendall Kirby DMS Natural Resources, LLC 602 S. Ferguson Ave., Suite 2 Bozeman, MT 59718 Cell: 209-614-6993 Office: 406-582-4988 off ice@dmsnaturalresources.com www.dmsnaturalresources.com From: Brett Megaard <bmegaard@hyaliteeng.com> Sent:Thursday,June 15, 2023 5:43 PM To:Thomas Berkley<tom@theoutlawpartners.com>; office dmsnaturalresources.com <office@dmsnaturalresources.com> Cc: Bri Schultz<briana@sundogeco.com>; Meg Koenig<mk@theoutlawpartners.com>; stephenson dmsnaturalresources.com <stephenson@dmsnaturalresources.com> Subject: Re: URGENT Urban Farm Water Rights Yes, thank you Kendall for that explanation! Thanks, Brett Megaard, PE Senior Project Manager I Civil Group Leader P (406) 587-2781 1 M (406) 581-5699 Hyalite Engineers, PLLC 12304 N. 7th Ave, Ste. L I Bozeman, MT 59715 North Dakota Offices -Valley City, Bismarck, Dunn Center Montana Office - Bozeman i On Thu,Jun 15, 2023 at 5:11 PM Thomas Berkley<tom@theoutlawpartners.com>wrote: Thanks. On Thu,Jun 15, 2023 at 4:21 PM office dmsnaturalresources.com <office@dmsnaturalresources.com>wrote: Brett (Tom, Bri and Meg Iced), We have reviewed the groundwater certificates that DNRC shared with you. Please see below for a summary of our review. • DNRC issued groundwater certificates 41H 30158954, 41H 30158955,41H 30158956 and 41H 30158959 with no errors/typos. No action is needed. • DNRC issued 41H 30158953 with a minor typo to the static water level and inadvertently omitted a geocode. DMS has contacted DNRC who is working to correct the typo and add the second geocode. Once updated, DNRC will mail another hard copy certificate—please send us a copy once received. In regards to the duplicate certificate 41H 30158953 that was mailed, Baxter Creek and Laurel Parkway are co-owners of this certificate with the same address. DNRC sends a copy to each of the owners—thus,you received both. Lastly, DNRC has not yet finished processing the 6th Form 602 that was submitted shortly after the first five. When you do receive the 6th certificate, please send us a copy for our review. Let us know if you have any questions. Kendall Kendall Kirby DMS Natural Resources, LLC 602 S. Ferguson Ave.. Suite 2 Bozeman, MT 59718 Cell: 209-614-6993 Office: 406-582-4988 2 office@dmsnaturalresources.com www.dmsnaturalresources.com From: Meg Koenig<mk@theoutlawpartners.com> Sent:Wednesday,June 14, 2023 6:23 PM To: Brett Megaard <bmegaard@hvaliteeng.com> Cc: Bri Schultz<briana@sundogeco.com>; office dmsnaturalresources.com <office@dmsnaturalresources.com>; Stephenson dmsnaturalresources.com <stephenson@dmsnaturalresources.com> Subject: Re: URGENT Urban Farm Water Rights Thanks all, I said Lynn Reynolds's as it was her wet signature on both of those documents. On Wed,Jun 14, 2023 at 18:20 Brett Megaard <bmegaard@hvaliteeng.com>wrote: Sounds good, thanks Deb! Thanks, Brett Megaard, PE Senior Project Manager I Civil Group Leader P (406) 587-2781 1 M (406) 581-5699 Hyalite Engineers, PLLC 12304 N. 7th Ave, Ste. L I Bozeman, MT 59715 North Dakota Offices -Valley City, Bismarck, Dunn Center Montana Office - Bozeman On Wed,Jun 14, 2023 at 6:14 PM stephenson dmsnaturalresources.com <stephenson@dmsnaturalresources.com> wrote: Brett We will look through the abstracts and line them up to what we submitted, check all the attributes to make sure there were no DNRC data entry errors/typos, etc... and also double check to see if the sixth filing that we submitted i after the first batch is issued. 3 i It does look like both of those certificates for-953 are identical. I haven't seen that in the past, but they may have just printed it twice by mistake. Once we check all the issued abstracts for accuracy, assuming no other errors/typos, we could ask DNRC about the duplicate copy if you would like us to. Deb Sincerely, Deborah Stephenson DMS Natural Resources, LLC 602 S. Ferguson Ave.. Suite 2 Bozeman, MT 59718 Office: 406-582-4988 Cell: 406-600-1422 stephenson@dmsnaturalresources.com www.dmsnaturalresources.com The information contained in this message may be CONFIDENTIAL and is for the intended addressee only. Any unauthorized use,dissemination of the information,or copying of this message is prohibited. If you are not the intended addressee,please notify the sender immediately and delete this message. Thank you. From: Brett Megaard <bmegaard@hvaliteeng.com> Sent: Wednesday,June 14, 2023 4:20 PM To: stephenson dmsnaturalresources.com <stephenson@dmsnaturalresources.com> Cc: Meg Koenig<mk@theoutlawpartners.com>; Bri Schultz<briana@sundogeco.com> Subject: Fwd: URGENT Urban Farm Water Rights Deb- 4 See below, it looks like we received a duplicate hard copy in the mail. I didn't think they did that? Is there anything we need to do on our end to right this? Thanks, Brett Megaard, PE Senior Project Manager I Civil Group Leader P (406) 587-2781 1 M (406) 581-5699 Hyalite Engineers, PLLC 12304 N. 7th Ave, Ste. L I Bozeman, MT 59715 North Dakota Offices - Valley City, Bismarck, Dunn Center Montana Office - Bozeman 5 i i Page 1 of 1 � CertifiGato of Water Right May 26.2021 41H 30158953 STAT)F:OF MONTANA NSERVATIOti CES AND CO. NATURAL•RESOUR 20-1�1 RTMENT OF ' HELENA,MONTANA 596 T pEpA W AZ'ER RI GK 1 p,O.BOX 201601r 1424 9TH AVENUE ��� O I' CERTIFI 85-2-306, MCA, HAVE BEEN MET.THIS ;--RIENTS ,,t THE REO_ IGHT IS GRANTED. UPON FINDING OF WATE _-- CERTIFICATE CERTIFICATE -- ,ID WATER ---_-- 41H 30158953 GRO O ��AL RIGHT Number: 1 ACTIVE ��stet Rib Version: v p s tu : LC 59716 KWAY LLC PAR LAUREL -_ PO BOX 161236 BIG SKY.MT 59716 at 02-30 P'M' NOVEMBER 15. 2022 at 02:30 P.M• Date: NOVEMBE R 15.2022 Priority Date: AND GARDEN Enforceable Prionb D purpose(use): 10.80 GPM Maximum Flory Rate: 4.78 AC-FT rtAximum �'olunie: 1.40 Acres: GROUNDWATER Af,ximum �''gy GROUNDWATER i Source dame: GROUNDWATER Q � T� 5E GALLAIIN 2S Source T1'Pcnnd Sfepns of Diversion: point of Diversion � NWSESE ApRIL 1 TO OCTOBER 31 Period � ion: ASER 1 r., t�crs GROUtdOW of D' . Source WELL 6 Meg Koenig Project Coordinator 11 Lone Peak Dr. Suite 201 Big Sky, MT 59716 mobile: 406.570.6416 OUTLAWREALESTATEPARTNERS.COM Tom Berkley Director of Development 201 S Wallace Ave, Unit A-4 Bozeman, MT 59715 mobile: 508.728.1088 OUTLAWREALESTATEPARTNERS.COM 7 RECETVED DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 Form No.602 R 12'2016 \+(1 ; '1 Il�'• NOTICE OF COMPLETION OF GROUNDWATER DEVELOPMENT l3ozern.. Use this form for completed groundwater FOR DEPARTMENT USE ONLY developments where the water has been put to use for Notice No. Basin the purposes identified with a maximum use of Priority Date kl ��.� z-I- Time 2 3 AM -'PM 35 GPM not to exceed 10 AC-FT per year. Rec'd By Fee Rec'd$ 1 Z-S 16 Z, Check No. t(J,< Incomplete forms will be returned. Deposit Receipt#Pa- if different from name(s)listed in item 1 below) t,� Filing Fee $125.00 Refund $ Date Make checks payable to DNRC. Deficiency Letter Sent Your priority is determined by the date of filing, if it is determined this form was improperly filed, your priority date may be changed. If your development is within a Controlled Groundwater Area, this form cannot be used. Contact your Regional Office for more information. 1. NAME(S) Multiple Owners-see addendum MAILING ADDRESS CITY STATE ZIP PHONE #: HOME WORK CELL EMAIL ADDRESS 2. HAS THIS WATER BEEN PUT TO USE FOR THE PURPOSES ON WHICH YOU ARE FILING? ® Yes ❑ No (IF YOU ANSWER NO, YOU CANNOT FILE THIS FORMAT THIS TIME.) 3. DIVERSION USED TO OBTAIN GROUNDWATER Z Well—Attach well log, if available. Water Well Contractor Name:Diamond M Drilling Inc ❑ Developed Spring (Excavation performed at the spring location) ❑ Pit/Pond—Surface Area Acres Depth 4. FLOW RATE USED 10.80 _GPM (Cannot Exceed 35 GPM) 5. COMBINATION OR SHARED DEVELOPMENT a. Are there other groundwater developments on your property? ® Yes ❑ No If yes, how far away are the existing groundwater developments from this new groundwater development? Provide a DNRC water right number for each. POD is on parcel 06-0798-09-4-01-20-0000.This parcel is under 1993 rules-see attached na•rative and COS. b. Is this development used for another water right or by another user? ❑ Yes ® No If yes, please explain how and provide a DNRC water right number for each. 6. PURPOSE AND PERIOD OF USE: Check those that apply and answer applicable questions ❑ Domestic: Number of homes supplied: Year round use? 0 Yes ❑ No If no, from to inclusive of each year. DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 0 Lawn & Garden: Include only watered area. Do not include house footprint, driveway, graveled areas, etc. Total size of lawn &garden - length x width see enclosed memo -OR- Number of Acres April 1 —October 31 0 Yes ❑ No If no, from to , inclusive of each year. ❑ Irrigation: (Do not include Lawn & Garden Irrigation) Type of crop Total Crop Acres Irrigated April 1 —October 31 ❑ Yes ❑ No If no, from to inclusive of each year. ❑ Stock: Number&type: (Ex: 100 Cows & 1 Horse) Year round use? ❑ Yes ❑ No If no, from to inclusive of each year. ❑ Other: (Do not include purposes described above) Describe the purpose of the use Amount of water used gallons per day Number of days used Year round use? ❑ Yes ❑ No If no, from to inclusive of each year. 7. POINT OF DIVERSION —Location of the groundwater development NW 1/4 SE 1/4 SE 1/4 of Section 09 Township 02 ❑ N 0 S Range 05 NE ❑ W County Gallatin Tract# COS# 1005 Gov't Lot# Subdivision Name Lot Block Street Address, including City/State/Zip Code 8. PLACE OF USE - Enter the 17 digit geocode(s) applicable to the place of use legal land description. Geocodes can be found in county records, tax statements, or at http://svc.mt.gov/msl/mtcadastral/. Geocode: 06-0798-09-4-01-20-0000&06-0798-09-1-01-14-0000 IS THE PLACE WHERE WATER IS USED THE SAME AS THE POINT OF DIVERSION? ❑ Yes 0 No If no, enter the place of use land description below. Attach additional sheets if necessary. 1/4 S2 1/4 SE 1/4 of Section 09 Township 02 ❑ N 0 S Range 05 0 E ❑ W County Gallatin Tract# COS# Gov't Lot# Subdivision Name Lot Block Street Address, including City/State/Zip Code 9. AFFIDAVIT OF OWNERSHIP OR WRITTEN CONSENT I have possessory interest in the property where the water has been put to beneficial use and I have the exclusive property rights in the groundwater development works OR I have attached written consent of the person owning the groundwater development works and/or written notification to the land owner pursuant to MCA 85-2-306(1). **Please note, you must submit ORIGINAL owner signatures, copies will not be accepted.** I declare under penalty of perjury & under the laws of the State of Montana that the foregoing is true & correct. Printed Name** Mike Magr DocuSigneA I,d,,by:: Applicant Signature :Atk, '-�"`"'D` V-S Date: 11/3/2022 66A3D57DE1FD481... Printed Name** Applicant Signature Date: Visit http://dnrc.mt.gov/divisions/water for additional water right related information. I DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 Addendum to 602 Form 1. Owner Names a. Laurel Parkway, LLC c/o Mike Magrans PO Box 161236 Big Sky, MT 59716 Phone: 406-995-2055 Email: tom@theoutlawpartners.com b. Baxter Creek, LLC c/o Mike Magrans PO Box 161236 Big Sky, MT 59716 Phone: 406-995-2055 Email: tom@theoutlawpartners.com 5a. Combined or Shared Development Geocode 06-0798-09-4-01-20-0000,—18.2 acres.This property was originally split into a—37.6-acre parcel in Certificate of Survey ("CoS") 1005 dated August 6, 1979—see CoS 1005 enclosed, pages 1 and 2.Then on June 29, 1993 the"37.6-acre parcel was split—see JC Billion Auto Plaza Subdivision Plat J-280 enclosed, page 3. The eastern half was subdivided and the western half became the —18.2 acre remainder parcel (geocode 06-0798-09-4-01-20-0000).Geocode 06-0798-09-4-01-20-0000 falls under category 2 of DNRC's March 23, 2022 Combined Appropriations Guidelines which states: "Any lots less than 20 acres in size in existence or part of a subdivision application submitted on or prior to October 17,2014,are grandfathered in under HB 168 so only exempt wells that are physically manifold together are considered a combined appropriation." DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 Cushing Terrell. MEMORANDUM Date: October 28, 2022 To: Deborah Stephenson, DMS Natural Resources, LLC From: Deb Rosa, Landscape Architect RE: Urban + Farm Estimated Water Demand —GWIC #323306 The estimated water demand for this well is estimated at 4.78 ac-ft/year at 10.80 GPM for 10 hrs/day. The water is to be used for landscape irrigation from April 1 —October 31 and includes the following: • 29,480 sf Turf grass 5,079 gal/day • 11,450 sf Fescue grass 789 gal/day • 7537 sf Shrub/perennial planter 541 gal/day • 12,250 sf Dryland grass (non-turf) 633 gal/day • 78 city Trees 234 gal/day 7,276 gal/day @ 214 days = 1,557,064 gal/season The Eto calculations are based upon the month of July for zip code 59718 for all days using the EPA website: www.epa.gov/watersense/water-budget-data-finder. cushingterrell.com DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2. JVater Information Center(GWIC)I Site Report I V.11.2022 MONTANA WELL LOG REPORT Other Options This well log reports the activities of a licensed Montana well driller, serves as the official Return to menu record of work done within the borehole and casing, and describes the amount of water Plot this site in State Library Digital Atlas encountered. This report is compiled electronically from the contents of the Ground Plot this site in Google Maps Water Information Center(GWIC)database for this site.Acquiring water rights is the well owner's responsibility and is NOT accomplished by the filing of this report. Site Name: LAUREL PARKWAY LLC Section 7:Well Test Data GWIC Id: 323306 Total Depth: 60 Section 1:Well Owner(s) Static Water Level: 5 1)LAUREL PARKWAY LLC (WELL) Water Temperature: 8553 HUFFINE LANE BOZEMAN MT 59715 [07/28/2022] Air Test Section 2: Location 40 gpm with drill stem set at 50 feet for 2 hours. Township Range Section Quarter Sections Time of recovery 0.03 hours. 02S 05E 9 NWT/4 SE1/4 SEA/4 Recovery water level 5 feet. County Geocode Pumping water level feet. GALLATIN Latitude Longitude Geomethod Datum *During the well test the discharge rate shall be as uniform as 45.6739 -111.106768 TRS-SEC NAD83 possible. This rate may or may not be the sustainable yield of the Ground Surface Altitude Ground Surface Method Datum Date well. Sustainable yield does not include the reservoir of the well casing. Addition Block Lot NORTON EAST RANCH PH 4 Section 8: Remarks WELL#5 PARK F BLOCK 12 Section 3: Proposed Use of Water IRRIGATION(1) Section 9:Well Log Geologic Source Section 4:Type of Work Unassigned Drilling Method:ROTARY From To Description Status:NEW WELL 0 5 TOPSOIL Section 5:Well Completion Date 5 60 SAND,GRAVEL AND COBBLES(STREAKS OF CLAY) Date well completed:Thursday,July 28,2022 Section 6:Well Construction Details Borehole dimensions From To Diameter 01601 6 Casin Wall Pressure From To Diameter Thickness Rating Joint Type -2 15816.6 0.25 1 1WELDEDIP5M3B STEEL Com letion Perf/Screen #of Size of From To Diameter Openings Openings Description 58 16016 1 1 JOPEN BOTTOM Driller Certification Annular S ace Seal/Grout/Packer) All work performed and reported in this well log is in compliance with Cont. the Montana well construction standards. This report is true to the From To Description Fed? best of my knowledge. 0 1251BENTONITEIY Name:BILL MAXWELL Company:DIAMOND M DRILLING INC License No:WWC-597 Date Completed:7/28/2022 mbmggwic.mtech.edu/sqlserver/vl1/reports/SiteSummary.asp?gwicid=323306&agency=mbmg&session=1177632& 1/1 DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 1 Laurel Parkway, LLC & Baxter Creek, LLC Gallatin County,MT N ' WE S -+- - 602 Filing GWIC:323306 v- Laurel Parkway,LLC Property = Border 77 QBaxter Creek,LLC Property _ Border -.•• ,S•WS'E S'ES'E POD-GWIC 323306 09 2S SJE POU 1L .�► �� Irrigation t: �t Y I I Created 10/24/2022 Aerial Imagery:2021 NAIP DMS 0 0.0325 0.065 1 Miles j a Geographic features displayed on the map have not been surveyed by DMS and should not be construed as surveyed. N WN,E I NiE'NE This map includes publicly available data obtained from third-party sources.DMS makes no warranties as to the accuracy of data obtained from third-party sources. ,��� DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DBO72B2CF2 CERTIFICATE OF SURVEY NO, 100_ A TRACT OF LAND LOCATED IN THE NE I/4,NW I/4,a SE I/4,SEC ,NE I/4,NWI/4.SE1/4,BSW I/41SEC 10, SW 1/4,SEC II,T2S,RISE,PMM,GALLATIN COUNTY,MONTANA LAND OWNER:JAHNKE SHEET I OF 2 NW Lbr/J•a<f I I I .UflLfY�M CA,0ILG3'F SMf-Pl w .Y.YlM r>< '4 r9N B>eOM'>ON e� Ni,.ws ! sYY'9'W—f+• w 4edN1' ' �9Af�f� vBn4 I �•"Ff6'16 Yeyf ,Ii EMR MS)!SQ/ A'rfl• �J<4 .ff>'B,n16Yai^~ a'nn�• LIMt)Y LeMIY e Z NBBbF{9l NBB'0149:F/S9/)S �NB9'f{B!/3a/W NB9Yf✓/<JaV1Qor I Y"A (�/�•/ S103 SP ��/F r JY[S1f' q ryy -- Lda3Y� � I Otff 9/ ^JAfb9>al,r.-_ h PC ---------- It, �n1 ���till; � � 4.:,Bf.fC � �B/�-..�• a�� ,.,.,�r.-� �� �� `e} C� 1M•>Jf+'v Z 6!f•.)9a"v .acl lOs•!i• (<Fs•S</lEP/.f3f:t� ��>;� 4981' BBSsaO'W/JJLd/ SB9'i!{n 3aPf5 �lboB' y /fi>IJIR^ Vx ; .va.-r Y z»v�,s q S, .✓crraf rcfc-.•rr -- h k :i h� 3 2 4io/' i ,;./,q.,e•r ate- � so cf E,.ess>•Brurc '"B!��!'' � �1 �? ramwu"..• c-s< « »Ir sBB-s:•s sa rYM44" ''pe 1.a -`�""'g'" 1/ se!' sir•"zs)iei- C rl WS'f<04 rFL9 J{<9.vOlA'NB t gp u,.sgnrr.M'` �9 :� m�✓'A(t/Ve' %D e.YJYf 11 C « � V� SZOS9IG W IV1I�v 31�' �\ � 1 ..r•v•n.-.,..+e t�/�,"r,>• ,�m�voF�swib.f�e NF ��! �6 n I I F.•S r�nrc•. i•. k ,<Gr.J FJ<CP>ACWS/A%fN 9%l`� a({ JfR Pfdd� 2 a yf e I /n<• h b dN �, �1LrbB'rf e9'w � N�X:49.F 1 9/" 'IFN• LS-S I s`>e)J vwm!kew.J:s a1T �' aov 3r.ly J^ s r/4/wa A PoN>MN N ■,1NII11 �S ;�r Y 3>sCI3.rF• M�; �I .� 1 8 4!M'� Ia� iM'• M >IJBS 4G >•wl�Si.M Z 2--fBf Os10'w/fA0!!- SB9 JB.H'N bi9I9 yy rd9.4r N"If �J19 fM=+•'�v/)Sss -- B f)!I"�✓ IJ9fN 'C--1 r931-vY< /))3—F'A�- S fv•4 n' +f93L' S�_M a. Sf.:39!' Bs J!• rB!•SBJe-w rff.f>c S�p nf1•fV"✓.RTfr Sh�Of S_/l�f �S'A- 1ftO SA SM<Qv/r•.i,?ff'S✓s�afy 9' .i ems.-aY<9 .T£.Cr//.l JA'FB<af/�V. �.fK'/+Y-W S�eeblt'.S•F_•M '1� R?.t�>:oN5'T<fr/B a.��'iF+ .fas/ffK.a'n•.' /Lrr.W.�I<.f Os' .v.�+e'.YI`✓kYH• �yqr{ON��I SF.1)M«ftl ' �::flYr qY- �1,'>n'w!i SF<4 •X fb> 4'..:f� 1AAK:i:rnfi• M y)vF 9C f !YO.6l2a•6fi ' >•.SSE n1/•n M',Y'^l4 iy ai✓H�.HYN/ 5 dV'f+lE'N i A@'r- ,ve".�s DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 - - egaDs PaNe-/arzaen4nDa„zaoaDAr. CERTIFICATE OF SURVEY NO. 1005 A TRACT OF LAND LOCATED IN THE NE I/4,NW IM.S SE 134,SECS;NW I/4,NE 1/4,SE V4,B SWIM,SEC 10; SWI/4,SEC It.T2S,R5E,PMM,GALLATIN COUNTT.MONTANA LAND OWNER.JAHNNE SHEET 2 OF 2 Descupnox A t att of Ise.loci tad In the N-lost 1/4,Northwest 1/4.and Soutaeeat 1/4.6.etioq.91 a[Neas[1/4.Nonni.,1/4,EagtOs- 11 aaO 6eonweat 1/4,Section 10 and Ne Southeest 1/4,Sactlon 11.rownshlp 2 BouN.Ma's S 4at,PtL,e1pLL M[Shcas,bntana. ulletla CdoetY,Nontsna,end belnq note psrtioularly daa[[Shad an['lloaa. Beginning at the NocNwaat c znaz of eeltl Sac Llon 101 thence Ee.t,alonq the Gat-Neat aa.tion Ila.,s dletsoea of 2935.64 feat. W the North 1/4 aor-of said Sootlon 10,tb.nso Baal,slotg N.a.'s's.c eec"La.Ila.,a 4L.-of 356..94 Last, N.vcn South o0°09' 12•Neat.a distance Bf 133..3[eat, tt, SouN 350 51' 37•bat,a di-not at 103.43 Last. W the Wt It" 'f said gent]..30, chance 6'uN 01 14' 35•out. along fan Myth-south saation line.a diatasc.of 2456.41 fast,W Ns bat 1/4 of said 6sgtion I.,Nencs N'zN 19°52. )1-..at.alo,y the Wt-Nast]/4 11n.. dlI-of 319.94 fasts ,basso SouN M I"31•Neat,a distance o[305.96 fast, thence North 69°52'10•East, dla-of 320.39 fast.W N. at line of..LL M_Lon lot Nanc0 NorN 30•Gat.'law tiv North-s--till it",a dlstan.a of 204.57 fast.t°Ns"It l/.:a- of said Saetlen 10,tMnca 6auN a°15' 30• at,along Ne Wt-Mast 1/4 line,a 4lst ,at 33.L fast, Nnncs souN 03°12- 30• .at, perallal W the East line of aid SectlOn I., dl.tance of 1119.66 feet tl sna Santa 010 Is'59•East.Pu.11.1 W N. bBt iln•of said 6eetlon 1.,1 dlabana of 1244.91 fast,W tho,wrtharly rLghc-'.-way of 0.B.B19hway 191, T-" a 11' 20•Neat,slang said W[Norly iighbafwas,a dlallaoa of 290.39 teat]thlac.gouts B9°4)•I.•Nsat,ato.,laid ootNe[ly cight-ufwsy,•di.lanna of 2398.44 Last• W CM North-No-1/4 1We of sold Set"..lot -...111-t90 S. 10' st.slang said„ort, right-'fway. a diatanc0 of 2)01a91 in1, thaasa South 09°OS' lD•Mast.along said Wttl,arly light-°[way,a �E6EN0 .at.-.of 1150.30 feat,Na.--1,00°40' O]•sal.parallel W an4 41.0 feat WC o[N.-at line of Na 5'outh.aat 1/4 6aBNeae<1/4 of old sat floe 9,a ALI-of 33)3.)5[set,to Lb.... ll.e o[eald 9outMaat 1/4.ouNeast 1/4,N.nas sorN .>i9NlT des'/i3M.9Y t6 S6' 49•Gst.along said xorth line,a 4latanee of 1244.11 teat,then north 000 33' 13•Get.patella]W and 41.0 fast Nase o[the Get ilne of the xoethsost 1/4 Souta$est 1/4 of said section 9,a dls Lanes et 1333.M fast. the Noma Lim of the M'Lb- EASfMeast 3/4 oL said Section 91 Nlaes SouW Be 51' 56•seta along the North line of laid-.-at 1/4,s distance e[12)d.44 fast. • SE7-mgr I Af/E0.'1 N<_, W Ns SolN 1116 corner It the Northsaat 1/4 of laid sect'..9, Nanae NozLb Ol°Ol' S9•Wt, aioeq tM-at lino of tM N'uNess1 1/4 Martha at 1/4 of said.-IL..91 a dlaesaea of 1340.00 Last,to Na xozUasst roW:of sold SoOtluaet 1/4 N'fttuaat N/£,HJS'A R AChG'MFNT 1/4t chance SoutA 99�19' 32•Nas...... .along the S°'U ltne°E Ne N°[tDwuc I/1 po[Nasat 1/4 of mid Section 9•a dtstJtnee of 1320.65 toot.to N.6'athaset Wtoar of said.orth.ast 1/4 Narthsast 1/4,NInN Souta se°26' 30•N.sl. along W eouN lino of Ne Ngrtheaat 1/4 northeolt I/4.of aid 6.atlon 9.•dletlaae at 1136.00 teat.W N.Swthwast-It said North.sot 1/4 M[Nw.a!1/4, Nanm N'rN Od°56'43•bat.aloha he Neat line of sold Northasep 1/4 Nor Nwost 1/4,a dlaasn.e of 1342.17 fat.W tba Nor Ufves[corner of said Northeast 1/4 sh rthwent 1/II then.." SB 02'49•Eaa t,alone,tie NOrN Ilv of said Sastloa 9,a dlatanc. f 1333.7S Last.W Na 1*-2/4 corn r of said 6ect4'n 9, N.ec.MrN 59°4) t0•Esat,along Ne NocN llBa'f said s..tlua 9,a distant.0f lM.92 feet.to Ne-v 1/1.not-of N.a'rtboast 1/4 of said D.ct[an 9, Nlace NOON 59 46' 41•Eat,along the North Ilns at sold SeOLfan 9,a dl.Lsncs of 1322.00 fast. W the true point of begin ti 49,and conteLaing 046.7.11 aorso. CER[IYIG'[8 W 90R9EYOa ttJaava A.COes'119. a deleted P[afaaslonal 6ngloast and land euzwayot is Na State of ft-, Mg.,a.3111 Ee,d.b.raby tl[y Net between q-,b d I��y-gp I lapervlI'd Na aa[rsy of CM shoos Grcl a�Dlsctsd a an-on the aeaaawnying pTA� .dm:;l in aceordavca wI"th.Prot] y('!M wveaaa su�r'Lalao w C1atting Mt,Secelvna 101 tato"I,76-1-14,N.C.A„ 1970,and Ne sPEIL"L. 66i111AAA_''�N9°laGlona. -Lad finks /-� day of N.Wwr A.D-. 1979 ( / - •9 111E 1.. CENr2fIGTE 0,eMANLNAriax -�e4`a,t,.•�Q _ rhla 4rswln.Mt bean aslalne.,:o a--end p�Saslona by 11so1111.d Wllativ Coonc wtad mi. _ear et �,a_.-. tq 89403 -�O / viti.Vir/� .yyv lists as.iV.004,Bg1 77961 t clerk aM Me°tyydaaa E Galletln[aunty.N'auas,do hateby certify N.t Ne foraseivg laatnua't vas[Clad Sn sy ot[ln Nl• day of 19w.a-6 7l w�I-%N.e•ed , Mroeda of Ne C°°nq Clszk end Mcotdaz,LllacLe-ty. I 1 1111 Una- __JI� Z.&IL 6"Oess I I 1 J�. DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DBO72B2CF2 J C"LION AUTm-LAVA SLBr I'M J J. C. BILLION AUTO PLAZA SUBDIVISION A PLANNED UNIT DEVELOPMENT A TRACT OF LAND SITUATED IN A PORTION OF THE E112SE114SEli4 OF SECTION 9, T.2S., R.5E., P.M.M., GALLATIN COUNTY, MONTANA ,.........,.,.,.,:,r....r,...- SCALE: 1 100' -," :- ' aL � YS - - W . , DocuSign Envelope ID:3136E7SC-4493-4391-SAF8-C7DB072B2CF2 R EC E N E D Form No.602 R 122016 NOTICE OF COMPLETION OF NOV 1 5 202? GROUNDWATER DEVELOPMENT >W"E. Use this form for completed groundwater FOR AEPARTMENT BE� )Ut-1,j: developments where the water has been put to use for Notice No. Basin the purposes identified with a maximum use of Priority Date I� 1 S Z-z Time z 33 AM-P-M 35 GPM not to exceed 10 AC-FT per year. Rec'd By Fee Rec'd$ 1SJ2 2-S Check No. _�O o g Incomplete forms will be returned. Deposit Receipt# Payor(if different from names)listed in item 1 below) 1A Filing Fee $125.00 Refund$ Date Make checks payable to DNRC. Deficiency Letter Sent I Your priority is determined by the date of filing. If it is determined this form was improperly filed, your priority date may be changed. g. If your development is within a Controlled Groundwater Area, this form cannot be used. Contact your Regional Office for more information. 1. NAME(S) Baxter Creek, LLC(c/o Mike Magrans) MAILING ADDRESS PO Box 161236 CITY Big Sky STATE MT ZIP 59716 PHONE #: HOME 406-995-2055 WORK CELL EMAIL ADDRESS tom(cDtheoutlawpaitners.com 2. HAS THIS WATER BEEN PUT TO USE FOR THE PURPOSES ON WHICH YOU ARE FILING? O Yes ❑ No (IF YOU ANSWER NO, YOU CANNOT FILE THIS FORMAT THIS TIME.) 3. DIVERSION USED TO OBTAIN! GROUNDWATER O Well—Attach well log, if available. Water Well Contractor Name:Diamond M Drilling Inc ❑ Developed Spring (Excavation performed at the spring location) ❑ Pit/Pond— Surface Area Acres Depth 4. FLOW RATE USED 5.44 _GPM (Cannot Exceed 35 GPM) 5. COMBINATION OR SHARED DEVELOPMENT a. Are there other groundwater developments on your property? ® Yes ❑ No If yes, how far away are the existing groundwater developments from this new groundwater development? Provide a DNRC water right number for each. Well is on parcel 06-0798-09-4-01-20-0000 which has 1993 ru?es. See enclosed narrative and Cos. b. Is this development used for another water right or by another user? ❑ Yes ® No If yes, please explain how and provide a DNRC water right number for each. 6. PURPOSE AND PERIOD OF USE: Check those that apply and answer applicable questions ❑ Domestic: Number of homes supplied: Year round use? ❑ Yes 13 No If no, from to inclusive of each year. DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 0 Lawn & Garden: Include only watered area. Do not include house footprint, driveway, graveled areas, etc. Total size of lawn &garden - length x width see enclosed memo -OR- Number of Acres April 1 —October 31 ® Yes ❑ No If no, from to , inclusive of each year. ❑ Irrigation: (Do not include Lawn & Garden Irrigation) Type of crop Total Crop Acres Irrigated April 1 —October 31 ❑ Yes ❑ No If no, from to inclusive of each year. ❑ Stock: Number&type: (Ex: 100 Cows & 1 Horse) Year round use? ❑ Yes ❑ No If no, from to inclusive of each year. ❑ Other: (Do not include purposes described above) Describe the purpose of the use Amount of water used gallons per day Number of days used Year round use? ❑ Yes ❑ No If no, from to inclusive of each year. 7. POINT OF DIVERSION —Location of the groundwater development NW 1/4 SE 1/4 SE 1/4 of Section 09 Township 02 ❑ N 0 S Range 05 NE ❑ W County Gallatin Tract# COS# 1005 Gov't Lot# Subdivision Name Lot Block Street Address, including City/State/Zip Code 8. PLACE OF USE - Enter the 17 digit geocode(s) applicable to the place of use legal land description. Geocodes can be found in county records, tax statements, or at http://svc.mt.gov/msl/mtcadastral/. Geocode: 06-0798-09-4-01-20-0000 IS THE PLACE WHERE WATER IS USED THE SAME AS THE POINT OF DIVERSION? ❑ Yes ® No If no, enter the place of use land description below. Attach additional sheets if necessary. W2 1/4 SE 1/4 SE 1/4 of Section 09 Township 02 ❑ N El S Range 05 0 E ❑ W County Gallatin Tract# COS# 1005 Gov't Lot# Subdivision Name Lot Block Street Address, including City/State/Zip Code 9. AFFIDAVIT OF OWNERSHIP OR WRITTEN CONSENT I have possessory interest in the property where the water has been put to beneficial use and I have the exclusive property rights in the groundwater development works OR I have attached written consent of the person owning the groundwater development works and/or written notification to the land owner pursuant to MCA 85-2-306(1). **Please note, you must submit ORIGINAL owner signatures, copies will not be accepted.** I declare under penalty of perjury & under the laws of the State of Montana that the foregoing is true & correct. Printed Name** Mike Magrans, Manage DocuSigned by: Applicant Signature Ails, aan,S Date: 11/3/2022 B6A3D57DE1FDa8i... Printed Name** Applicant Signature Date: Visit http://dnrc.mt.gov/divisions/water for additional water right related information. 1 DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 Addendum to 602 Form 5a. Combined or Shared Development Geocode 06-0798-09-4-01-20-0000,—18.2 acres.This property was originally split into a—37.6-acre parcel in Certificate of Survey ("CoS") 1005 dated August 6, 1979—see CoS 1005 enclosed, pages 1 and 2.Then on June 29, 1993 the"37.6-acre parcel was split—see JC Billion Auto Plaza Subdivision Plat J-280 enclosed, page 3. The eastern half was subdivided and the western half became the —18.2 acre remainder parcel (geocode 06-0798-09-4-01-20-0000).Geocode 06-0798-09-4-01-20-0000 falls under category 2 of DNRC's March 23, 2022 Combined Appropriations Guidelines which states: "Any lots less than 20 acres in size in existence or part of a subdivision application submitted on or prior to October 17,2014,are grandfathered in under HB 168 so only exempt wells that are physically manifold together are considered a combined appropriation." DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 Cushing Terrell. MEMORANDUM Date: October 28, 2022 To: Deborah Stephenson, DMS Natural Resources, LLC From: Deb Rosa, Landscape Architect RE: Urban + Farm Estimated Water Demand —GWIC #323311 The estimated water demand for this well is estimated at 1.55 ac-ft/year at 5.44 GPM for 10 hrs/day. The water is to be used for landscape irrigation from May 15- September 30 and includes the following: • 2,250 sf Turf grass 388 gal/day • 11,100 sf Fescue grass 765 gal/day • 12,681 sf Shrub/perennial planter 910 gal/day • 98 qty Trees 294 gal/day 2,357 gal/day @ 214 days = 504,398 gal/season The Eto calculations are based upon the month of July for zip code 59718 for all days using the EPA website: www.epa.gov/watersense/water-budget-data-finder. cushingterrell.com DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2. JVater Information Center(GWIC)I Site Report I V.11.2022 MONTANA WELL LOG REPORT Other Options This well log reports the activities of a licensed Montana well driller, serves as the official Return to menu record of work done within the borehole and casing, and describes the amount of water Plot this site in State Library Digital Atlas encountered. This report is compiled electronically from the contents of the Ground Plot this site in Google Maps Water Information Center(GWIC)database for this site.Acquiring water rights is the well owner's responsibility and is NOT accomplished by the filing of this report. Site Name: LAUREL PARKWAY LLC Section 7:Well Test Data GWIC Id: 323311 Total Depth: 60 Section 1:Well Owner(s) Static Water Level: 5 1)LAUREL PARKWAY LLC (WELL) Water Temperature: 8553 HUFFINE LANE BOZEMAN MT 59715 [07/28/2022] Air Test Section 2: Location 40 gpm with drill stem set at 50 feet for 2 hours. Township Range Section Quarter Sections Time of recovery 0.03 hours. 02S 05E 9 NWT/4 SE1/4 SEA/4 Recovery water level 5 feet. County Geocode Pumping water level feet. GALLATIN Latitude Longitude Geomethod Datum *During the well test the discharge rate shall be as uniform as 45.6739 -111.106768 TRS-SEC NAD83 possible. This rate may or may not be the sustainable yield of the Ground Surface Altitude Ground Surface Method Datum Date well. Sustainable yield does not include the reservoir of the well casing. Addition Block Lot NORTON EAST RANCH PH 4 Section 8: Remarks Section 3: Proposed Use of Water Section 9:Well Log IRRIGATION(1) Geologic Source Section 4:Type of Work Unassigned Drilling Method:ROTARY From To Description Status:NEW WELL 0 5 TOPSOIL SAND,GRAVEL AND COBBLES(STREAKS OF BROWN Section 5:Well Completion Date 5 60 CLAY) Date well completed:Thursday,July 28,2022 Section 6:Well Construction Details Borehole dimensions From To Diameter 21601 6 Casin Wall Pressure From To Diameter Thickness Rating Joint Type -2 15816.6 0.25 1 1WELDEDIP5M3B STEEL Com letion Perf/Screen #of Size of From To Diameter Openings Openings Description 58 16016 1 1 JOPEN BOTTOM Driller Certification Annular S ace Seal/Grout/Packer) All work performed and reported in this well log is in compliance with Cont. the Montana well construction standards. This report is true to the From To Description Fed? best of my knowledge. 0 1251BENTONITEIY Name:BILL MAXWELL Company:DIAMOND M DRILLING INC License No:WWC-597 Date Completed:7/28/2022 mbmggwic.mtech.edu/sqlserver/vl1/reports/SiteSummary.asp?gwicid=323311&agency=mbmg&session=1177632& 1/1 DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 Baxter Creek, LLC �� —NESE NWSE Gallatin County,MT - N W-* y S 602 Filing GWIC: 323311 I Baxter Creek,LLC Property Border POD-GWIC 323311 SWS1E 1 09 POU 4 - Irrigation t. S'."S. • Created 10/24/2022do w Aerial Imagery:2021 NAIP DMS . RATURIL RESoUXES ' 0 0.025 0.05 � I Miles , Geographic features displayed map have not been surveyed by DMS and should nott bee construed as surveyed. This map includes publicly available data obtained from third-party sources.DMS makes no warranties as to the accuracy of data obtained from third-party sources. DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DBO72B2CF2 CERTIFICATE OF SURVEY NO, 100_ A TRACT OF LAND LOCATED IN THE NE I/4,NW I/4,a SE I/4,SEC ,NE I/4,NWI/4.SE1/4,BSW I/41SEC 10, SW 1/4,SEC II,T2S,RISE,PMM,GALLATIN COUNTY,MONTANA LAND OWNER:JAHNKE SHEET I OF 2 NW Lbr/J•a<f I I I .UflLfY�M CA,0ILG3'F SMf-Pl w .Y.YlM r>< '4 r9N B>eOM'>ON e� Ni,.ws ! sYY'9'W—f+• w 4edN1' ' �9Af�f� vBn4 I �•"Ff6'16 Yeyf ,Ii EMR MS)!SQ/ A'rfl• �J<4 .ff>'B,n16Yai^~ a'nn�• LIMt)Y LeMIY e Z NBBbF{9l NBB'0149:F/S9/)S �NB9'f{B!/3a/W NB9Yf✓/<JaV1Qor I Y"A (�/�•/ S103 SP ��/F r JY[S1f' q ryy -- Lda3Y� � I Otff 9/ ^JAfb9>al,r.-_ h PC ---------- It, �n1 ���till; � � 4.:,Bf.fC � �B/�-..�• a�� ,.,.,�r.-� �� �� `e} C� 1M•>Jf+'v Z 6!f•.)9a"v .acl lOs•!i• (<Fs•S</lEP/.f3f:t� ��>;� 4981' BBSsaO'W/JJLd/ SB9'i!{n 3aPf5 �lboB' y /fi>IJIR^ Vx ; .va.-r Y z»v�,s q S, .✓crraf rcfc-.•rr -- h k :i h� 3 2 4io/' i ,;./,q.,e•r ate- � so cf E,.ess>•Brurc '"B!��!'' � �1 �? ramwu"..• c-s< « »Ir sBB-s:•s sa rYM44" ''pe 1.a -`�""'g'" 1/ se!' sir•"zs)iei- C rl WS'f<04 rFL9 J{<9.vOlA'NB t gp u,.sgnrr.M'` �9 :� m�✓'A(t/Ve' %D e.YJYf 11 C « � V� SZOS9IG W IV1I�v 31�' �\ � 1 ..r•v•n.-.,..+e t�/�,"r,>• ,�m�voF�swib.f�e NF ��! �6 n I I F.•S r�nrc•. i•. k ,<Gr.J FJ<CP>ACWS/A%fN 9%l`� a({ JfR Pfdd� 2 a yf e I /n<• h b dN �, �1LrbB'rf e9'w � N�X:49.F 1 9/" 'IFN• LS-S I s`>e)J vwm!kew.J:s a1T �' aov 3r.ly J^ s r/4/wa A PoN>MN N ■,1NII11 �S ;�r Y 3>sCI3.rF• M�; �I .� 1 8 4!M'� Ia� iM'• M >IJBS 4G >•wl�Si.M Z 2--fBf Os10'w/fA0!!- SB9 JB.H'N bi9I9 yy rd9.4r N"If �J19 fM=+•'�v/)Sss -- B f)!I"�✓ IJ9fN 'C--1 r931-vY< /))3—F'A�- S fv•4 n' +f93L' S�_M a. Sf.:39!' Bs J!• rB!•SBJe-w rff.f>c S�p nf1•fV"✓.RTfr Sh�Of S_/l�f �S'A- 1ftO SA SM<Qv/r•.i,?ff'S✓s�afy 9' .i ems.-aY<9 .T£.Cr//.l JA'FB<af/�V. �.fK'/+Y-W S�eeblt'.S•F_•M '1� R?.t�>:oN5'T<fr/B a.��'iF+ .fas/ffK.a'n•.' /Lrr.W.�I<.f Os' .v.�+e'.YI`✓kYH• �yqr{ON��I SF.1)M«ftl ' �::flYr qY- �1,'>n'w!i SF<4 •X fb> 4'..:f� 1AAK:i:rnfi• M y)vF 9C f !YO.6l2a•6fi ' >•.SSE n1/•n M',Y'^l4 iy ai✓H�.HYN/ 5 dV'f+lE'N i A@'r- ,ve".�s DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 - - egaDs PaNe-/arzaen4nDa„zaoaDAr. CERTIFICATE OF SURVEY NO. 1005 A TRACT OF LAND LOCATED IN THE NE I/4,NW IM.S SE 134,SECS;NW I/4,NE 1/4,SE V4,B SWIM,SEC 10; SWI/4,SEC It.T2S,R5E,PMM,GALLATIN COUNTT.MONTANA LAND OWNER.JAHNNE SHEET 2 OF 2 Descupnox A t att of Ise.loci tad In the N-lost 1/4,Northwest 1/4.and Soutaeeat 1/4.6.etioq.91 a[Neas[1/4.Nonni.,1/4,EagtOs- 11 aaO 6eonweat 1/4,Section 10 and Ne Southeest 1/4,Sactlon 11.rownshlp 2 BouN.Ma's S 4at,PtL,e1pLL M[Shcas,bntana. ulletla CdoetY,Nontsna,end belnq note psrtioularly daa[[Shad an['lloaa. Beginning at the NocNwaat c znaz of eeltl Sac Llon 101 thence Ee.t,alonq the Gat-Neat aa.tion Ila.,s dletsoea of 2935.64 feat. W the North 1/4 aor-of said Sootlon 10,tb.nso Baal,slotg N.a.'s's.c eec"La.Ila.,a 4L.-of 356..94 Last, N.vcn South o0°09' 12•Neat.a distance Bf 133..3[eat, tt, SouN 350 51' 37•bat,a di-not at 103.43 Last. W the Wt It" 'f said gent]..30, chance 6'uN 01 14' 35•out. along fan Myth-south saation line.a diatasc.of 2456.41 fast,W Ns bat 1/4 of said 6sgtion I.,Nencs N'zN 19°52. )1-..at.alo,y the Wt-Nast]/4 11n.. dlI-of 319.94 fasts ,basso SouN M I"31•Neat,a distance o[305.96 fast, thence North 69°52'10•East, dla-of 320.39 fast.W N. at line of..LL M_Lon lot Nanc0 NorN 30•Gat.'law tiv North-s--till it",a dlstan.a of 204.57 fast.t°Ns"It l/.:a- of said Saetlen 10,tMnca 6auN a°15' 30• at,along Ne Wt-Mast 1/4 line,a 4lst ,at 33.L fast, Nnncs souN 03°12- 30• .at, perallal W the East line of aid SectlOn I., dl.tance of 1119.66 feet tl sna Santa 010 Is'59•East.Pu.11.1 W N. bBt iln•of said 6eetlon 1.,1 dlabana of 1244.91 fast,W tho,wrtharly rLghc-'.-way of 0.B.B19hway 191, T-" a 11' 20•Neat,slang said W[Norly iighbafwas,a dlallaoa of 290.39 teat]thlac.gouts B9°4)•I.•Nsat,ato.,laid ootNe[ly cight-ufwsy,•di.lanna of 2398.44 Last• W CM North-No-1/4 1We of sold Set"..lot -...111-t90 S. 10' st.slang said„ort, right-'fway. a diatanc0 of 2)01a91 in1, thaasa South 09°OS' lD•Mast.along said Wttl,arly light-°[way,a �E6EN0 .at.-.of 1150.30 feat,Na.--1,00°40' O]•sal.parallel W an4 41.0 feat WC o[N.-at line of Na 5'outh.aat 1/4 6aBNeae<1/4 of old sat floe 9,a ALI-of 33)3.)5[set,to Lb.... ll.e o[eald 9outMaat 1/4.ouNeast 1/4,N.nas sorN .>i9NlT des'/i3M.9Y t6 S6' 49•Gst.along said xorth line,a 4latanee of 1244.11 teat,then north 000 33' 13•Get.patella]W and 41.0 fast Nase o[the Get ilne of the xoethsost 1/4 Souta$est 1/4 of said section 9,a dls Lanes et 1333.M fast. the Noma Lim of the M'Lb- EASfMeast 3/4 oL said Section 91 Nlaes SouW Be 51' 56•seta along the North line of laid-.-at 1/4,s distance e[12)d.44 fast. • SE7-mgr I Af/E0.'1 N<_, W Ns SolN 1116 corner It the Northsaat 1/4 of laid sect'..9, Nanae NozLb Ol°Ol' S9•Wt, aioeq tM-at lino of tM N'uNess1 1/4 Martha at 1/4 of said.-IL..91 a dlaesaea of 1340.00 Last,to Na xozUasst roW:of sold SoOtluaet 1/4 N'fttuaat N/£,HJS'A R AChG'MFNT 1/4t chance SoutA 99�19' 32•Nas...... .along the S°'U ltne°E Ne N°[tDwuc I/1 po[Nasat 1/4 of mid Section 9•a dtstJtnee of 1320.65 toot.to N.6'athaset Wtoar of said.orth.ast 1/4 Narthsast 1/4,NInN Souta se°26' 30•N.sl. along W eouN lino of Ne Ngrtheaat 1/4 northeolt I/4.of aid 6.atlon 9.•dletlaae at 1136.00 teat.W N.Swthwast-It said North.sot 1/4 M[Nw.a!1/4, Nanm N'rN Od°56'43•bat.aloha he Neat line of sold Northasep 1/4 Nor Nwost 1/4,a dlaasn.e of 1342.17 fat.W tba Nor Ufves[corner of said Northeast 1/4 sh rthwent 1/II then.." SB 02'49•Eaa t,alone,tie NOrN Ilv of said Sastloa 9,a dlatanc. f 1333.7S Last.W Na 1*-2/4 corn r of said 6ect4'n 9, N.ec.MrN 59°4) t0•Esat,along Ne NocN llBa'f said s..tlua 9,a distant.0f lM.92 feet.to Ne-v 1/1.not-of N.a'rtboast 1/4 of said D.ct[an 9, Nlace NOON 59 46' 41•Eat,along the North Ilns at sold SeOLfan 9,a dl.Lsncs of 1322.00 fast. W the true point of begin ti 49,and conteLaing 046.7.11 aorso. CER[IYIG'[8 W 90R9EYOa ttJaava A.COes'119. a deleted P[afaaslonal 6ngloast and land euzwayot is Na State of ft-, Mg.,a.3111 Ee,d.b.raby tl[y Net between q-,b d I��y-gp I lapervlI'd Na aa[rsy of CM shoos Grcl a�Dlsctsd a an-on the aeaaawnying pTA� .dm:;l in aceordavca wI"th.Prot] y('!M wveaaa su�r'Lalao w C1atting Mt,Secelvna 101 tato"I,76-1-14,N.C.A„ 1970,and Ne sPEIL"L. 66i111AAA_''�N9°laGlona. -Lad finks /-� day of N.Wwr A.D-. 1979 ( / - •9 111E 1.. CENr2fIGTE 0,eMANLNAriax -�e4`a,t,.•�Q _ rhla 4rswln.Mt bean aslalne.,:o a--end p�Saslona by 11so1111.d Wllativ Coonc wtad mi. _ear et �,a_.-. tq 89403 -�O / viti.Vir/� .yyv lists as.iV.004,Bg1 77961 t clerk aM Me°tyydaaa E Galletln[aunty.N'auas,do hateby certify N.t Ne foraseivg laatnua't vas[Clad Sn sy ot[ln Nl• day of 19w.a-6 7l w�I-%N.e•ed , Mroeda of Ne C°°nq Clszk end Mcotdaz,LllacLe-ty. I 1 1111 Una- __JI� Z.&IL 6"Oess I I 1 J�. DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DBO72B2CF2 J C"LION AUTm-LAVA SLBr I'M J J. C. BILLION AUTO PLAZA SUBDIVISION A PLANNED UNIT DEVELOPMENT A TRACT OF LAND SITUATED IN A PORTION OF THE E112SE114SEli4 OF SECTION 9, T.2S., R.5E., P.M.M., GALLATIN COUNTY, MONTANA ,.........,.,.,.,:,r....r,...- SCALE: 1 100' -," :- ' aL � YS - - W . , RECEIVED DocuSign Envelope ID:3136E76C-4493-4391-SAF8-C7DB072B2CF2 Form No.602 R 1 Z'2016 -NI N 1 2022 NOTICE OF COMPLETION OF GROUNDWATER DEVELOPMENT , �ND{. Resources Use this form for completed groundwater FOR DEPARTMENT USE ONLY developments where the water has been put to use for Notice No. Basin the purposes identified with a maximum use of Priority Date l. 212— Time z 3 AM - 35 GPM not to exceed 10 AC-FT per year. Rec'd By iAc, Fee Rec'd$ i Check No. 4,(')q Incomplete forms will be returned. Deposit Receipt# P XXo^^r(if different from name(s)listed in item 1 below) MI" Filing Fee $125.00 Refund $ Date Make checks payable to DNRC. Deficiency Letter Sent Your priority is determined by the date of filing. If it is determined this form was improperly filed, your priority date may be changed. If your development is within a Controlled Groundwater Area, this form cannot be used. Contact your Regional Office for more information. 1. NAME(S) Laurel Parkway, LLC(c/o Mike Magrans) MAILING ADDRESS PO Box 161236 CITY Big Sky STATE MT ZIP 59716 PHONE #: HOME 406-995-2055 WORK CELL EMAIL ADDRESS tom(?�theoutlawpartners.com 2. HAS THIS WATER BEEN PUT TO USE FOR THE PURPOSES ON WHICH YOU ARE FILING? ® Yes ❑ No (IF YOU ANSWER NO, YOU CANNOT FILE THIS FORMAT THIS TIME.) 3. DIVERSION USED TO OBTAIN GROUNDWATER Well—Attach well log, if available. Water Well Contractor Name:Diamond M Drilling Inc ❑ Developed Spring (Excavation performed at the spring location) ❑ PilJPond —Surface Area Acres Depth 4. FLOW RATE USED 14.92 GPM (Cannot Exceed 35 GPM) 5. COMBINATION OR SHARED DEVELOPMENT a. Are there other groundwater developments on your property? ® Yes ❑ No If yes, how far away are the existing groundwater developments from this new groundwater development? Provide a DNRC water right number for each. Additional groundwater certificates are 1,320+feet away from this well. b. Is this development used for another water right or by another user? ❑ Yes ® No If yes, please explain how and provide a DNRC water right number for each. 6. PURPOSE AND PERIOD OF USE: Check those that apply and answer applicable questions ❑ Domestic: Number of homes supplied: Year round use? 0 Yes 0 No If no, from to_ inclusive of each year. DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 0 Lawn & Garden: Include only watered area. Do not include house footprint, driveway, graveled areas, etc. Total size of lawn &garden - length x width see attached memo -OR- Number of Acres April 1 —October 31 0 Yes ❑ No If no, from to , inclusive of each year. ❑ Irrigation: (Do not include Lawn & Garden Irrigation) Type of crop Total Crop Acres Irrigated April 1 —October 31 ❑ Yes ❑ No If no, from to inclusive of each year. ❑ Stock: Number&type: (Ex: 100 Cows & 1 Horse) Year round use? ❑ Yes ❑ No If no, from to inclusive of each year. ❑ Other: (Do not include purposes described above) Describe the purpose of the use Amount of water used gallons per day Number of days used Year round use? ❑ Yes ❑ No If no, from to , inclusive of each year. 7. POINT OF DIVERSION —Location of the groundwater development NW 1/4 SE 1/4 Sw 1/4 of Section 09 Township 02 ❑ N 0 S Range 05 NE ❑ W County Gallatin Tract# COS# Gov't Lot# Subdivision Name Norton East Ranch Sub Ph 4 Lot R4 Block Street Address, including City/State/Zip Code 8. PLACE OF USE - Enter the 17 digit geocode(s) applicable to the place of use legal land description. Geocodes can be found in county records, tax statements, or at http://svc.mt.gov/msl/mtcadastral/. Geocode: 06-0798-09-1-01-14-0000 IS THE PLACE WHERE WATER IS USED THE SAME AS THE POINT OF DIVERSION? 0 Yes ❑ No If no, enter the place of use land description below. Attach additional sheets if necessary. W2 1/4 SE 1/4 Sw 1/4 of Section 09 Township 02 ❑ N 0 S Range 05 0 E ❑ W County Gallatin Tract# COS# Gov't Lot# Subdivision Name Norton East Ranch Sub Ph 4 Lot R4 Block Street Address, including City/State/Zip Code 9. AFFIDAVIT OF OWNERSHIP OR WRITTEN CONSENT I have possessory interest in the property where the water has been put to beneficial use and I have the exclusive property rights in the groundwater development works OR I have attached written consent of the person owning the groundwater development works and/or written notification to the land owner pursuant to MCA 85-2-306(1). **Please note, you must submit ORIGINAL owner signatures, copies will not be accepted.** I declare under penalty of perjury & under the laws of the State of Montana that the foregoing is true & correct. Printed Name** Mike Magra DocuSigned Dy: � Applicant Signature 1dL �laVcttn.S Date: 11/3/2022 - D 66A3D57DE1FD481... Printed Name** Applicant Signature Date: Visit http://dnrc.mt.gov/divisions/water for additional water right related information. I DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 Cushing Terrell. MEMORANDUM Date: October 28, 2022 To: Deborah Stephenson, DMS Natural Resources, LLC From: Deb Rosa, Landscape Architect RE: Urban + Farm Estimated Water Demand —GWIC #323300 The estimated water demand for this well is estimated at 4.48 ac-ft/year at 14.92 GPM for 10 hrs/day. The water is to be used for landscape irrigation from April 1- October 31 and includes the following: • 16,165 sf Turf grass 2,785 gal/day • 9,800 sf Fescue grass 675 gal/day • 1,870 sf Shrub/perennial planter 134 gal/day • 56,950 sf Dryland grass (non-turf) 2,943 gal/day • 96 city Trees 288 gal/day 6,826 gal/day @ 214 days = 1,460,764 gal/season The Eto calculations are based upon the month of July for zip code 59718 for all days using the EPA website: www.epa.gov/watersense/water-budget-data-finder. cushingterrell.com DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 ,, Water Information Center(GWIC)I Site Report V.11.2022 MONTANA WELL LOG REPORT Other Options This well log reports the activities of a licensed Montana well driller, serves as the official Return to menu record of work done within the borehole and casing, and describes the amount of water Plot this site in State Library Digital Atlas encountered. This report is compiled electronically from the contents of the Ground Plot this site in Google Maps Water Information Center(GWIC)database for this site.Acquiring water rights is the well owner's responsibility and is NOT accomplished by the filing of this report. Site Name: LAUREL PARKWAY LLC Section 7:Well Test Data GWIC Id: 323300 Total Depth: 60 Section 1:Well Owner(s) Static Water Level: 5 1)LAUREL PARKWAY LLC (WELL) Water Temperature: 8553 HUFFINE LANE BOZEMAN MT 59715 [07/26/2022] Air Test Section 2: Location 100 gpm with drill stem set at 50 feet for 2 hours. Township Range Section Quarter Sections Time of recovery 0.03 hours. 02S 05E 9 NW/4 NW1/4 SE/4 SW1/4 Recovery water level 5 feet. County Geocode Pumping water level feet. GALLATIN Latitude Longitude Geomethod Datum *During the well test the discharge rate shall be as uniform as 45.674354 -111.118704 TRS-SEC NAD83 possible. This rate may or may not be the sustainable yield of the Ground Surface Altitude Ground Surface Method Datum Date well. Sustainable yield does not include the reservoir of the well casing. Addition Block Lot NORTON EAST RANCH PH 4 Section 8: Remarks WELL#3 SOUTH OF FALLON Section 3: Proposed Use of Water IRRIGATION(1) Section 9:Well Log Geologic Source Section 4:Type of Work Unassigned Drilling Method:ROTARY From To Description Status:NEW WELL 0 5 TOPSOIL Section 5:Well Completion Date 5 35 SAND,GRAVEL AND COBBLES(STREAKS OF BROWN Date well completed:Tuesday,July 26,2022 CLAY) 35 55 TAN SANDY CLAY Section 6:Well Construction Details 551 60 SAND AND GRAVEL Borehole dimensions From To Diameter 0 60 6 Casin Wall Pressure From To Diameter Thickness Rating Joint Type -2 15816.6 0.25 1 1WELDEDIP5M3B STEEL Com letion Perf/Screen #of Size of From To Diameter Openings Openings Description 58 16016 1 1 JOPEN BOTTOM Annular S ace Seal/Grout/Packer) Driller Certification Cont. All work performed and reported in this well log is in compliance with From To Description Fed? the Montana well construction standards. This report is true to the 0 1251BENTONITEIY best of my knowledge. Name:BILL MAXWELL Company:DIAMOND M DRILLING INC License No:WWC-597 Date Completed:7/26/2022 mbmggwic.mtech.edu/sqlserver/vll/reports/SiteSummary.asp?gwicid=323300&agency=mbmg&session=1177632& 1/1 DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 Laurel Parkway, LLC NWSW Gallatin County,MT N-Sw N l WE S 602 Filing GWIC:323300 QLaurel Parkway,LLC Property - Border POD-GWIC 323300 - - POU SWSW — SESW Irrigation • Created 10/24/2022 i r 4m*4 a Aerial Imagery:2021 NAIP DMIS s KATM HE=oUPM 0 0.0325 0.065 „�� ----� Miles — — Geographic features displayed on the map have not been L yr surveyed by DMS and should not be construed as surveyed. NWNW Msources. This map includespublicly available data obtained from NEthird-party DMS makes no warranties as to the �+ accuracy of data obtained from third-party sources. DocuSign Envelope ID:3136E76C-4493-4391-BAF8-C7DE072B2CF2 RECEIVED jC TV Form No.602 R 12'2016 NOTICE OF COMPLETION OF NOV 15 2022 GROUNDWATER DEVELOPMENT kk�� Use this form for completed groundwater FOR DEPAROO USE ONLY p 9 ,0 t_TI irl developments where the water has been put to use for titer EZe: (.)l_lrce"Notice No. Basin the purposes identified with a maximum use of Priority Date 1111 S z-2- Time 7. - 35 GPM not to exceed 10 AC-FT per year. Rec'd By N, Fee Rec'd$ ro L S Check No. 1609 Incomplete forms will be returned. Deposit Receipt# Payor(if different from name(s)listed in item 1 below) pAc' Filing Fee $125.00 Refund $ Date Make checks payable to DNRC. Deficiency Letter Sent b Your priority is determined by the date of filing. If it is determined this form was improperly filed, your priority date may be changed. b If your development is within a Controlled Groundwater Area, this form cannot be used. Contact your Regional Office for more information. 1. NAME(S) Laurel Parkway, LLC (c/o Mike Magrans) MAILING ADDRESS PO Box 161236 CITY Big Sky STATE MT ZIP 59716 PHONE #: HOME 406-995-2055 WORK CELL EMAIL ADDRESS tom@theoutlawpartners.com 2. HAS THIS WATER BEEN PUT TO USE FOR THE PURPOSES ON WHICH YOU ARE FILING? ® Yes ❑ No (IF YOU ANSWER NO, YOU CANNOT FILE THIS FORMAT THIS TIME.) 3. DIVERSION USED TO OBTAIN GROUNDWATER 0 Well -Attach well log, if available. Water Well Contractor Name;Diamond M Drilling Inc ❑ Developed Spring (Excavation performed at the spring location) ❑ Pit/Pond -Surface Area Acres Depth 4. FLOW RATE USED 35 GPM (Cannot Exceed 35 GPM) 5. COMBINATION OR SHARED DEVELOPMENT a. Are there other groundwater developments on your property? ® Yes ❑ No If yes, how far away are the existing groundwater developments from this new groundwater development? Provide a DNRC water right number for each. Other groundwater certificates on parcel are 1,320 +feet away. b. Is this development used for another water right or by another user? ❑ Yes ® No /f yes, please explain how and provide a DNRC water right number for each. 6. PURPOSE AND PERIOD OF USE: Check those that apply and answer applicable questions ❑ Domestic: Number of homes supplied: Year round use? 0 Yes 0 No If no, from to , inclusive of each year. DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 0 Lawn & Garden: Include only watered area. Do not include house footprint, driveway, graveled areas, etc. Total size of lawn &garden - length x width see attached memo -OR- Number of Acres April 1 —October 31 0 Yes ❑ No If no, from to , inclusive of each year. ❑ Irrigation: (Do not include Lawn & Garden Irrigation) Type of crop Total Crop Acres Irrigated April 1 —October 31 ❑ Yes ❑ No If no, from to inclusive of each year. ❑ Stock: Number&type: (Ex: 100 Cows & 1 Horse) Year round use? ❑ Yes ❑ No If no, from to inclusive of each year. 0 Other: (Do not include purposes described above) Describe the purpose of the use Fisheries-see narrative Amount of water used See narrative gallons per day Number of days used 365 Year round use? 0 Yes ❑ No If no, from to inclusive of each year. 7. POINT OF DIVERSION —Location of the groundwater development NE 1/4 Sw 1/4 SE 1/4 of Section 09 Township 02 ❑ N 0 S Range 05 NE ❑ W County Gallatin Tract# COS# Gov't Lot# Subdivision Name Norton East Ranch Sub Ph 4 Lot R4 Block Street Address, including City/State/Zip Code 8. PLACE OF USE - Enter the 17 digit geocode(s) applicable to the place of use legal land description. Geocodes can be found in county records, tax statements, or at http://svc.mt.gov/msl/mtcadastral/. Geocode: 06-0798-09-1-01-14-0000 IS THE PLACE WHERE WATER IS USED THE SAME AS THE POINT OF DIVERSION? ❑ Yes 0 No If no, enter the place of use land description below. Attach additional sheets if necessary. 1/4 Sw 1/4 SE 1/4 of Section 09 Township 02 ❑ N 0 S Range 05 0 E ❑ W County Gallatin Tract# COS# Gov't Lot# Subdivision Name Norton East Ranch Sub Ph 4 Lot R4 Block Street Address, including City/State/Zip Code 9. AFFIDAVIT OF OWNERSHIP OR WRITTEN CONSENT I have possessory interest in the property where the water has been put to beneficial use and I have the exclusive property rights in the groundwater development works OR I have attached written consent of the person owning the groundwater development works and/or written notification to the land owner pursuant to MCA 85-2-306(1). **Please note, you must submit ORIGINAL owner signatures, copies will not be accepted.** I declare under penalty of perjury & under the laws of the State of Montana that the foregoing is true & correct. Printed Name** Mike Magran DOCUSig�neAd,,Dy: Applicant Signature AUL, '""`"'D` V-S Date: 11/3/2022 66A3D57DE1FD481... Printed Name** Applicant Signature Date: Visit http://dnrc.mt.gov/divisions/water for additional water right related information. 1 DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 Cushing Terrell. MEMORANDUM Date: October 28, 2022 To: Deborah Stephenson, DMS Natural Resources, LLC From: Deb Rosa, Landscape Architect RE: Urban + Farm Estimated Water Demand —GWIC #323299 The estimated water demand for this well is estimated at 7.45 ac-ft/year at 16.39 GPM for 10 hrs/day. The water is to be used for landscape irrigation from April 1 - October 31 and includes the following: • 47,106 sf Turf grass 8,115 gal/day • 20,234 sf Fescue grass 1,402 gal/day • 7,814 sf Shrub/perennial planter 561 gal/day • 19,974 sf Dryland grass (non-turf) 1032 gal/day • 79 gttyTrees 237 gal/day 11,347 gal/day @ 214 days = 2,428,335 gal/season The Eto calculations above are based upon the month of July for zip code 59718 for all days using the EPA website: www.epa.gov/watersense/water-budget-data-finder. cushingterrell.com DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 ,, Water Information Center(GWIC)I Site Report V.11.2022 MONTANA WELL LOG REPORT Other Options This well log reports the activities of a licensed Montana well driller, serves as the official Return to menu record of work done within the borehole and casing, and describes the amount of water Plot this site in State Library Digital Atlas encountered. This report is compiled electronically from the contents of the Ground Plot this site in Google Maps Water Information Center(GWIC)database for this site.Acquiring water rights is the well owner's responsibility and is NOT accomplished by the filing of this report. Site Name: LAUREL PARKWAY LLC Section 7:Well Test Data GWIC Id: 323299 Total Depth: 60 Section 1:Well Owner(s) Static Water Level: 5 1)LAUREL PARKWAY LLC (WELL) Water Temperature: 8553 HUFFINE LANE BOZEMAN MT 59715 [07/26/2022] Air Test Section 2: Location 40 gpm with drill stem set at 50 feet for 2 hours. Township Range Section Quarter Sections Time of recovery 0.03 hours. 02S 05E 9 SE/4 SW1/4 SEA/4 Recovery water level 5 feet. County Geocode Pumping water level feet. GALLATIN Latitude Longitude Geomethod Datum *During the well test the discharge rate shall be as uniform as 45.672087 -111.109576 TRS-SEC NAD83 possible. This rate may or may not be the sustainable yield of the Ground Surface Altitude Ground Surface Method Datum Date well. Sustainable yield does not include the reservoir of the well casing. Addition Block Lot NORTON EAST RANCH PH 4 Section 8: Remarks WELL#2 Section 3: Proposed Use of Water IRRIGATION(1) Section 9:Well Log Geologic Source Section 4:Type of Work Unassigned Drilling Method:ROTARY From To Description Status:NEW WELL 0 2 TOPSOIL Section 5:Well Completion Date 2 60 SAND,GRAVEL AND COBBLES(STREAKS OF BROWN Date well completed:Tuesday,July 26,2022 CLAY) Section 6:Well Construction Details Borehole dimensions From To Diameter 0 60 6 Casin Wall Pressure From To Diameter Thickness Rating Joint Type -2 15816.6 0.25 1 1WELDEDIP5M3B STEEL Com letion Perf/Screen #of Size of From To Diameter Openings Openings Description 58 16016 1 1 JOPEN BOTTOM Annular S ace Seal/Grout/Packer) Driller Certification Cont. All work performed and reported in this well log is in compliance with From To Description Fed? the Montana well construction standards. This report is true to the 0 1251BENTONITEIY best of my knowledge. Name:BILL MAXWELL Company:DIAMOND M DRILLING INC License No:WWC-597 Date Completed:7/26/2022 mbmggwic.mtech.edu/sqlserver/vll/reports/SiteSummary.asp?gwicid=323299&agency=mbmg&session=1177632& 1/1 DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 Laurel Parkway, LLC Gallatin County,MT N WE S 602 Filing +'�— -•s GWIC:323299 �x .* ►-�«x QLaurel Parkway,LLC Property Border POD-GWIC 323299 POUr"''r'�!�„ e. Irrigation SES'E' Pond .-..:. 2S SlE Y - � � �• SWS'E J• Created 10/24/2022 Aerial Imagery:2021 NAIP n LOW �;, . Rl P4 M. NATURAL RE=oUI — 0 0.025 0.05 Miles + — Geographic features displayed on the map have not been surveyed by DMS and should not be construed as surveyed. _ This map includes publicly available data obtained from - - third-party sources.DMS makes no warranties as to the NWNIE I6 - - _ •N1ENE accuracy of data obtained from third-party sources. DocuSign Envelope ID:3136E7BC-4493-4391-BAF8-C7DB072B2CF2 6. Purpose of Use Other— Fisheries The pond is lined and well fed.The capacity of the pond is the max amount of water used in any one year for the pond. In subsequent years they will use less water than shown below because they will only need to replace evaporative losses. However,to be conservative the max amount of water needed in any one year is 1 filling of the pond, or 2.34 AF. • 17,000 sq feet surface area/43,560=0.39 surface acres • 12 feet max depth • DNRC capacity formula: max depth in feet * surface acres * 0.5 =AF capacity • 0.39 * 12 * 0.5 = 2.34 AF capacity S Natural Resources,LLC RECEIVED Deborah Stephenson,M.B.A. JA N 2 5 602 S. Ferguson Ave., Suite 2 DMS Bozeman,MT 59718 UN K 406-600-1422 Bozeman Water i4esoLjrces stephenson@dmsnaturalrescurces.com NATURAL RESOURCES Januray 25,2023 DNRC Bozeman 2273 Boot Hill Court,Suite 110 Bozeman, MT 59715 0 ° Re:41H 30159387 Well Log Correction Dear DNRC, Enclosed is one(1)well log for GWIC No.324781.A 602 filing forwell GWIC No.324781 was filed on behalf of Laurel Parkway, LLC and Baxter Creek, LLC on January 18,2023. It is DMS' understanding that DNRC has assigned water right 41H 30159387 to this filing. The well driller submitted the well log to Montana Ground Water Information Center with the incorrect drill date.The 602 filing for 41H 30159387 included the well log with the incorrect drill date. The well log file was updated on the Montana Ground Water Information Center website to the correct drill date,October 21,2022,see the enclosed updated well log. Please add this correct well log to the claim file. Please contact us with any questions. Sincerely, Deborah Stephenson Page 1 of 1 MONTANA WELL LOG REPORT Other Options This well log reports the activities of a licensed Montana well driller, Return to menu serves as the official record of work done within the borehole and casing, Plot this site in State Library Digital Atlas and describes the amount of water encountered.This report is compiled Plot this site in Google Maps electronically from the contents of the Ground Water Information Center View scanned update/correction (1/2412023 12:33:32 PM), (GWIC)database for this site.Acquiring water rights is the well owner's responsibility and is NOT accomplished by the filing of this report. Site Name: LAUREL PARKWAY LLC Section 7: Well Test Data GWIC Id: 324781 Total Depth: 60 Section 1:Well Owner(s) Static Water Level: 2 1)LAUREL PARKWAY LLC (MAIL) Water Temperature: 8553 HUFFINE LANE BOZEMAN MT 59718 [10/21/2021] Air Test Section 2: Location 75 gpm with drill stem set at 50 feet for 1 hours. Township Range Section Quarter Sections Time Of recovery_L hours. 02S 05E 9 SE1/4 SEA/4 SW1/4 Recovery water level 2 feet. County Geocode Pumping water level feet. GALLATIN Latitude Longitude Geomethod Datum *During the well test the discharge rate shall be as uniform as 45.67208712105 -111.115193033 TRS-SEC NAD83 possible. This rate may or may not be the sustainable yield of the Ground Surface Altitude Ground Surface Method Datum Date well. Sustainable yield does not include the reservoir of the well casing. Addition Block Lot NORTON EAST RANCH PH4 Section 8: Remarks WELL#8 Section 3: Proposed Use of Water IRRIGATION(1) Section 9: Well Log Geologic Source Section 4:Type of Work Unassigned Drilling Method:ROTARY From To Description Status:NEW WELL 0 2 TOPSOIL Section 5:Well Completion Date 2 60 GRAVELS Date well completed: Friday,October 21,2022 Section 6:Well Construction Details Borehole dimensions From ITOIDiameter 01601 6 Casin Wall Pressure From To DiamedO.25 Thickness Rating Joint Type -2 15816 I IWELDEDIA53B STEEL Com letion Perf/Screen #of Size of From To Diameter Openings Openings Description 58 16016 1 1 1 OPEN BOTTOM Driller Certification Annular S ace Seal/Grout/Packer) All work performed and reported in this well log is in compliance with Cont. the Montana well construction standards.This report is true to the From To Description Fed? best of my knowledge. 0 1251BENTONITE Y Name:BILL MAXWELL Company:DIAMOND M DRILLING INC License No:WWC-597 Date Completed:10/21/2022 APPENDIX D: Dl URBAN + FARM PARKS MASTER PLAN � PARK DRAWINGS & � WATER U S E TA B L E S -i i - ---- -- --- - -_-__ --- �� _ _ Cushing I 1 II I o _____________________ _ ____ ICI e -... _ _ R".,, _ ✓_ _ 8"S O - _y -FALLON STR T8 W .... ipg �T ___ _____ NAT VE GRASS 2 AT DETENTION, I ' , I Terrell IT-DT Dr T IT DP IT UT IT DT D-- -� -DT SEE STORM POND PLANTING DETAIL,TYP. � LOT 2 I BLOCK 11 STREET CURB 8 SIDEWALK,TYP. \ 9 \ NORTON \V CUShIn YEPP211.COm NATIVE GRASS 2 AT STORM EASEMENT \ I I I DETENTION,TYP. EAST RANCH`<. \ --� a \ �- �l 800.757.9522 I \ _LINE,TVP. = I I \ 1l\ CITY MEDIAN 1 TEMP.IRRIGATION PARK -- --- ---- LAURAL PKWY ONLY LOT 1 - LOTOWNER LOT LOT2 \ L _- PROPERTI'BOUNDARY __ ,� BLOCKII I - \ STREETTR \\ O J (NORTH) L105 I V 1 1 I� __-_____-__ __ __ \ LOT 1 LOT 2 l 4 ffLWCK l BLOCK 1 3LOCK 5 BLOCK 5 - -- E 1- \ UNDERGROUND WATERCOURSE&I W - 1 I I I \I STORM POND \ .y\ ( ORTH) STORM,SEE CIVIL,TYP. 1 \ 1 TRAIL N 1 \ UTILITY EASEMENT,7YP. \ I \ LOT 1 OPENISP CE B L� PYANTINGS LOT 1 L106 .O \1 �. v BOCK 6 v v' BLOCK 10 v v w \ BLOCK 6 4 K 6 OCK\12I I V. CITY PARKA' �i \ WEST LINEAR \ - I \ I I\ I ----- - 7 C � OMPETI710N DRIVE� y � .wwsn s.0r , / --- --- ----- -- -__ __ -_- -\ / \ / \I I \ LOT 1 LOT 2 LOT 3 WATERCOURSE& `IV A A I BLOC TRAIL CENTRAL A \ BLOCK 9 BLOCK 9 'i • I . IV L 07 \ , I \ \ �I I \, OPEN �I v clry PARK LOT 1 vI ' Iv LOT 1 oo PARKS' 2 LOT 1 A 4� I•I (N LINEAR BLOCK 4 v BLACK 7 - (NORTH) L102 BLOCK 2 \' I\ TI�I 1I CITY PARK'G' / \ \ 1 CITY MEDIAN I CITY PARK'B' \ \ \ LAUREL PKWY 2 1 CENTRAL \ i i i LVEGETA�ON WEST LINEAR 3 .A (CENTRAL) L105 L104 _P� III Q TYP. A \\, (SOUTH) L102 \ a I \ CITY PARK T' CITY PARK'F' \ \'• \ O \ CITY PARK'D' CITY PARK'E' .\ I VALLEY COMMONS 3 COMMON VALLEY 4 \ LOT 4 • VALLEY COMMONS 1 VALLEYCOMMONS 2 \ L' \ • \ LINEAR LINEAR L103 LINEAR(WEST) L103 Y LINEAR(EAST) L103 \ .� BLOCK 12 L103 \ ___ I I _ _ � I -- - - - :. --_s -` - --- - - _ -_ -- - -- - - - -- - BLOCK 12 i7i - v orox�gcNs-0Rly� LOT 5 \v I I � t ---- - \ __ ____ ___ ---- _ _ ___ i ___ ___. ___- __ - _- _____ ___. ___ ____ z\ WATERCOURSE i �' J \ CITY MEDIAN J 2 TRAIL SOUTH \ CITY PARK'C' � LAUREL PKWY 3 J DOG PARK 4 \ (SOUTH L105 rC L107 V 12 \ OPEN SPACE'G' LOT 1 iL OPEN SPACE T' \ \I LOT 1 1 HUFFINE DITCH .\ _ T. HUFFINE DITCH 2 \ CLASS IB TRAIL ASPHALT,TYP. J\ - -------------��� CZ�� LOT 1 I\ BLOCK 8 L108 (WEST) \ BLOCK 13 (EAST) L108 \ UJ BLOCK 3 vI REVEGETATION, BL i ----- -- -- -yam OFF-SITE TYP. � .\I � r -- _ Z ��' IREALIGNMENTS Q / \ / \ HUFFINE DITCH O • ,v - - \ \ .1 \ FUTURE TRAIL, 3Y PEN SPjCBE "� Z 1 _ -- p 9LcSE � / L --_ _ -_• ___ BY OTHERS O OPEN SPACE A -- PROPERTY BOUNDARY/ROW ------- ___- _ _ __-_ ------------------ -----------------� G _ -------- HUFFINE LANE/MDT HWV 191 Y 1 OVERALL LANDSCAPE PLAN 0 60' 121' 241' m L701 1"=120' a NORTH SCALE:1"=120'-0" Q LU REF. SITE PLAN LEGEND PLANTING LEGEND GENERAL p A A. L NOTESED PER DESIGN GUIDELINES FOR CITY PARKS.SECTIONS TO INCLUDE BUT NOT LIMITED TO: z � + Urban Farm Cash In Lieu Calculation 11.20.2023 CONCRETE SIDEWALK/PAD TURF-APPROVED KBG MIX,SPLIT-TYPE OR DRILL SEEDING, 1. NEW PARK CONSTRUCTION:CITY APPROVALS AND COMPLIANCE. SPRAY IRRIGATION-HEAD-TO-HEAD 2. SOIL PREPARATION:TOPSOIL TESTING,AMENDMENTS,AND 10"TOPSOIL DEPTH. O Q Ttal Lot Development Area 3,765,386.07 sf 86.44 acres 3. SEEDING:SEEDER TYPE AND CITY APPROVED MIXES. 2 0- Less ASPHALT TRAIL-CLASS I-B FESCUE GRASS 1-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, 4. IRRIGATION:SEE IRRIGATION PLANS Z Q Park Area 294,8]4 sf 6.n acre SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE 5. WELLS-STAINLESS STEEL SCREEN. Q 6. TRAILS-CLASS IB&2B Q00 Op en Space(exluding wetland) 217,146 sf 4.98 acre GRANULAR PATH.CLASS 11-B MATERIAL.WIDTH AS B. TRAIL SIGNAGE TO BE INSTALLED PER DESIGN GUIDELINES FOR PARK AND TRAIL SIGNAGE. J ROW 686,912:f 15.77 acre NATIVE GRASSI-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, NOTED SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE C. EXISTING ON-SITE SOILS:LOAM TO CLAY LOAM(40-60%SAND,70-80%SILT,20-35%CLAY)PH 7.7. W Non-Residential .9,907 sf 3.44 acre D. EXISTING USE:AGRICULTURAL. N Wetland 318,483 sf 7.31 acre PLAY SURFACE E. SEE L401 FOR IRRIGATION. O Less SubTO , = 1,667,322.00:f 38.28 acres 11"ENGINEERED WOOD FIBER OVER NATIVE GRASS 2-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, CO O D Total Net Residential Area - 2,098,064.07 sf QLM acres 12"DRAINAGE GRAVEL-FABRIC ENVELOPED TEMPORARY IRRIGATION ONLY N HT FENCE Total Dwelling Unit(DU) = 1107 WOOD POST&TOP/BOTTOM RAIL NATIVE GRASS 3-APPROVED MIX WITH FORBS,SLIT-TYPE/DRILL SEEDING, Ne[ i[s/Ne[Resid.Area) 11071 48.16 = 22.98 DU/acre WELDED WIRE PANEL INFILL SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE J�\x\��011�F..I/ 111 TWDU/Total Net Residential Are NT% Max Densityalm dforcalc INU.ns = 1z max. 12'CONCRETE BAND-FLUSH WITH GRADE WET GRASS1-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, P:YDEBRA Park Unit for 62M inning = 0 .03 acre/DU TEMPORARY IRRIGATION ONLY -i�F ANN-LESLIE Sq i CONCRETE RETAINING WALL = RO ? Res Acres Density Park Uni[ PLANTER ORGANIC MULCH = = 64 = 0 18"W x i6"HT CONCRETE SEAT WALL - , PaENCH WITH BACK rkland at 12 DU per acre 48.16 x 12 x 0.03= 17.34 acres DRIP IRRIGATIONej NS Provided PaBklDand PX per acre 48.16 x 8 x 0.03= 16.A acres 5 6"B2300 2300SER HS ABACKED S MANUF BY BENCH WITH MAGLIN.COM WETLAND '7jSc�PEI A1�;\\\��\\ sou Regd Provided _ BICYCLE RACK, EDGING-STEEL Option:Additional required Parkland 11.56- 6J] = 2W,661.38 sf 4.]9 acres 2300 SERIES,ICONIC,AS MANUP.BY OR Optional Cash M U..(CIL) $2.60 x 206,661.38 = $542,519.59 MAGLIN.COM --- EDGING-SHOVELCUT ®2023 1 ALL RIGHTS RESERVED REQUIRED Cash in Lieu(CIL)of Parkland 17.34- 11.56 = 251,767.69:f 5.78 acres ® WASTE RECEPTACLE, - PLANT PROTECTION FENCE,WETLAND AREA 600 SERIES,650(32 GAL),AS MANUF BY REQUIRED Cash In ueu(CIL) $2.60 x 251,767 99 69 = $654,595. MAGLIN.COM DECIDUOUS TREE PLANTING-3'DIA ORGANIC MULCH RING, PRELIMINARY PLAT TOGI Pa tlel Cash in Lieu(CIL) $2,297,225.57 - PET STATION, SHOVEL-CUT EDGE NATIVE GRASS 1 MIX Developer Proposes ro utilize CIL funds U,fu her enhanceand improve the parks indicared in we development DOGIPOT DP-1003A-L,AS MANUF BY BELSON ROOT WATERING IRRIGATION 3'TO5'DIA BOULDER,INSTALL IN GROUPINGS OF 02.10.2023 OUTDOORS 1,3AND 5'ALONGSIDE-SLOPE OF POND AND TO PROJECT#IOUTLAW UFMP BOULDER-T TO 5'BLOCKY,1/3 BURIED -- MINIMIZE STRUCTURES TO NATURAUZE POND. DRAWN BY I CHRISTOFANELLI \ STREET FRONTAGE PLANTING BURY 1/3 MINIMUM.INSTALL AT LEAST 1 CHECKED BY ROSA / STOOPING A7 EACH END OF SEE CI REVISIONS I INSTALL BY ADJACENT LOT OWNER STORM POND SIDE-SLOPE,SEE CIVIL (\ • / REV 1:1'1:W 2023 fi'TOPSOIL REV 2:11.20.2023 TRANSITION TO NATIVE GRASS 3 MIX AT BOTTOM 1/3 OF POND 0 CONIFEROUS TREE PLANTING-T DIA ORGANIC MULCH RING, SHOVEL-CUT EDGE ROOT WATERING IRRIGATION PROJECT LOCATION LEGAL DESCRIPTION PROPERTY OWNER LANDSCAPE ARCHITECT MAJOR SUBDIVISION CITY OF BOZEMAN, BEING LOT R4 OF NORTON EAST RANCH LAUREL PARKWAY LLC CUSHING TERRELL GALLATIN COUNTY,MT SUBDIVISION PHASE 4AND THE W1/2SE1/4 BEING PO BOX 161236 411 E Main St,Ste 101 STORM POND PLANTINGS OVERALL A PORTION OF C.O.S.1005 LOCATED IN THE S' BIG SKY,MT BOZEMAN,MT 59715 L101 1/2'=1'-0" LANDSCAPE OF SECTION 9,TOWNSHIP 2 SOUTH,RANGE 5 508.728.1088 406.556.7100 PLAN EAST,PRINCIPAL MERIDIAN MONTANA,GALLATIN COUNTY,MONTANA Project Manager:Nicole Olmstead L 10 1 11.30.220e.e1 u4l a IuT A OFMI Mdnmhlshnaien-Ono0ruw UFt4P u0u,n.my w' Cushing � ' EASEMENT PLANT SCHEDULE WEST LINEAR PARK/DOG PARK �I CONIFEROUS TREES CITY BOTANICAL NAME COMMONNAME INSTALL SIZE IPKG. I MATURE SIZE Terrell. a , PI 5 PICEA GLAUCA'DENSATA' BLACK HILLS WHITE SPRUCE 8-HT. IB&B 30-60'H X 15-20'W CLASS IB TRAIL, DECIDUOUS TREES CITY BOTANICAL NAME COMMON NAME INSTALL SIZE PKG. MATURE SIZE TYP' wl (11 AA AA 9 ACER FREEMANII'AUTUMN BLAZE' AUTUMN BLAZE MAPLE 2.5"CAL. B&B 40-55'H X 30-40'W FALCON ST , a cushingterrell.com NATIVE pl w AH 17 ACER TATARICUM'HOT WINGS' HOT WINGS TATARIAN MAPLE 2"CAL. B&B 15-20'H X 15-20'W (1)QB GRASS I, al > 800.757.9522 I � n,P I ap AO 2 AESCULUS GLABRA OHIO BUCKEYE 2.5"CAL. B&B 20-40'H X 20-40'W \- - Z-I om CIB 5 CIUERCUS BICOLOR SWAMP WHITE OAK 2"CAL. B&B 50-60'H X50-60'W P PERTYLINE 4'HT I �I (1)TC - -- - I I ,., � OM 4 OUERCUS MACROCARPA BURR OAK 2"CAL. B&B 80-80'H X80-80'W 48.03' FENCE, 10"'EASEMENT I " a TYP. w TC 16 TILIA CORDATA LITTLELEAF LINDEN 2"CAL. B&B 50-70'H X 35-50'W EXISTING DRAIN \ � - 48.03' TILE,EXISTING DR. -� �_ \ DECIDUOUS I —i I - ORNAMENTAL TREES CITY BOTANICALNAME COMMONNAME INSTALL SIZE PKG. MATURE SIZE IRRIGATION D TREE,TYP. 48.03' AM 6 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 2"CAL. B&B 15-25'H X 15-25'W \ i ram__—___ _ WELL -- --- --- T-- -j \ I I (1)SI MR 13 1 MALUS X'RADIANT' RADIANT CRAB APPLE 2"CAL. IB&B 15-30'H X15-30'W EXEMP \ i \, SI 17 SYRINGA RETICULATA'IVORYSICK' IVORY SILK JAPANESE TREE LILAC 2.5"CAL. B&B 15-25'H X 15-25'W (1)CIM i l , I I I I - I 10,U ; I � � 3 CITY PARK'B'-WEST LINEAR SOUTH EASEMENT L102 1"=20' 10, () I EASEM ENT I u b (1)1 A OAM SITE PLAN LEGEND (3)AH I I i CONCRETE SIDEWALK/PAD � VALLEY COMMONS DR NATIVE I I I I (3)CIB GRASS I, ASPHALT TRAIL-CLASS I-B TYP. I ' - P GRANULAR PATH,CLASS II-B MATERIAL,WIDTH AS 1 I ' -17245 PROPERTY LINE _______ NO ) I I - DECIDUOUS I I (1)AA -- - - --- -- _- - —_---- _ -- I --- PLAY SURFACE TREE,TYP. -- 11"ENGINEERED WOOD FIBER OVER I I (5)PI " (3)SI I _ DRAINAGE GRAVEL FABRIC ENVELOPED ______ I I -- = I 4'HT FENCE < __ TanNslnoH Haan - _ WOOD POST&TOP/BOTTOM RAIL zr - ---- - -- WELDED WIRE PANEL INFILL -I _ - 12'CONCRETE BAND-FLUSH WITH GRADE ' CONCRETE RETAINING WALL _ ___ \ L0fi- ' I __ RECEPTACLE li I NATIVE I I CO C G J I GRASS 1, f� I �-_- (3)MR / /. -ZZBV- RE ACLE I � 18"W z 16 HT CONCRETE SEAT WALL Q Z- PET STATION,TYP. TYP. V-6'BENCH WITH BACK I _ _ (3)SI (1)1'C I = -- 2300 SERIES BACKED BENCH WITH ARMS, WOOD:ASH,AS MANUF BY MAGLIN.COM L,■ CLASS IB -------- BICYCLE RACK, W -/ I __ 2300 SERIES,ICONIC,AS MANUF.BY O TRAIL, - ---y _ I MAGLIN.COM z TYP' , o WASTE RECEPTACLE, Q BENCH ON �I J� CONIFEROUS I 600 SERIES,650(32 GAL),AS MANUF BY O - - -- MAGLIN.COM CONCRETE ml TREE,TYP. - -_-_ -- z PAD,TYP. , w I w ------------ (3)TC e PET STATION, Q 4'HT w al a NATIVE _ _______ _________ (1)AO DOGIPOT DP-1003A-L,AS MANUF BY BELSON FENCE, I JI p, p GRASS 1, -____ _ FESCUE-=_— OUTDOORS r TYp �r ul o TYP. -___--_ __1_�R_ASS1--f- (5)AH O BOULDER-&TO V BLOCKY,1/3 BURIED - 5 -_-___ TYP_=---___ Y G --------- -------------- (3)AH 0� I 9� - ______________= CITY PARK C U) L - a s >I -- --- - DB OG OCK3K - BENCHET a� ___====_O O a, PLANTING LEGEND m Q y I CONCRETE Z - ------ 6,023 SF pl (n zl i PAD,TYP. I ---- .07 AC I TURF-APPROVED KBG MIX,SPLIT-TYPE OR DRILL SEEDING, Z --- SPRAY IRRIGATION-HEAD-TO-HEAD z LU .......... .......... m li JI (3)SI ' I - --- z u 1 I FESCUE GRASS 1-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, Q Z >� w DECIDUOUS li I a l SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE I TREE,TYP. 0O Q I _ NATIVE GRASSI-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, 2 O m GRAIN BIN I SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE al' aj p o - SHELTER W/ I Z 10 (1)7C w c PICNIC TABLE NATIVE GRASS 2-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, Q TEMPORARY IRRIGATION ONLY n� 6 w EDGING, J SHOVEL-CUT I (3)SI NATIVE GRASS 3-APPROVED MIX WITH FORBS,SLIT-TYPE/DRILL SEEDING, I , SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE m O - WET GRASS1-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, I� TEMPORARY IRRIGATION ONLY I I CLASS IB ........- I - I SP. ' � . 'i'...J".... ./............................ w.zw PLANTER IRRIGATION ORGANIC MULCHI�AHALT ;; r {{r {{{ . ..y . ....... TYP DRIP UDOEFB�RIMANDN 77��i 9�� I ; .. .. WETLAND 30 ANN-LESLIE 4 HT I N FENCE, RO ~EDGING-STEEL TYP �RF,TU "TYP \EDGINGSHOVELCUT (1)CIM q PE PLANT PROTECTION FENCE,WETLAND AREA c=_ BENCH ON CONCRETE PAD,TYP I \ DEDUOUS TREE PLANTING 3'DIA ORGANIC MULCH RING, ®2023 1 ALL RIGHTS RESERVED (1) 5'CONCRETE (3)TC • J I - / I SHOVEL-CUT EDGE 1// I I , DECIDUOUS � ,• / � SIDEWALK,TYP. ROOT WATERING IRRIGATION (1)DM I TREE,TYP. (31))AO. '-'1'CONTOUR BERM,TYP. , / \\ STREET FRONTAGE PLANTING PRELIMINARY PLAT CITY PARK A (3)AH / / • INSTALL BY ADJACENT LOT OWNER 02.10.2023 WEST LINEAR FENCE, I\ /� PROJECT#JOUTLAW_UFMP BLOCK 8 SF TYP i DRAWN BY I CHRISTOFANELLI (3)AH CHECKED BY I ROSA -- REVISIONS 0.39 AC I I - CONIFEROUS TREE PLANTING-T DIA ORGANIC MULCH RING, Ev I CITY PARK B class lB I I R 1 07 10+2023 REV2.11.20.2023 / _ I li TRAIL,TYP. BLOCK SHOVEL-CUT EDGE ��EST LINEAR i I I Z3)AM'/ ROOT WATERING IRRIGATION 21,20�SF WEST LINEAR& DOG PARK NOTES 0.49 AC I (2)TC __ ` TanHSInoH naEn I A. SEE L101 FOR GENERAL NOTES. I - 172.47' PROPERTY LINE/BOUNDARY I O OB 3.. 8'N - - - �� / CITY PARKS CITY PARK'B'-WEST LINEAR NORTH �4� CITY PARK'C'-DOG PARK 6 10, 20' 40' WEST LINEAR&DOG CITY PARKA'-WEST LINEAR �� (NORTH) L102 1"=20' L102 1-20' L702 1"=20' NORTH SCALE:1"=20'-0" REF. 11.30.220 1u.1 L Unnw UrMr MnnrfS eamm.0mo0ruw Urmr_L101-L111,m -CONIFEROUS _ - I- — — _ DECIDUOUS TREE,TYP. — _ — _ E�5 SII — a. GRANULAR PATH,TYP. —_--- ---- -- --_—_--_--- - - 1'CONTOUR BERM,TYP -- -- -- — (3)PI , BENCH ON CONCRETE ( - -- -- -- Cushing i -�3)SG 572.04' PROPERTY LINE - --- -- ------ (1)AA PAD,TYP. - _ (3)SI _ - _ _ _- 1-------- - --- -- _- - --- - - - - I Terrell. Z Ili .. i - CITY -----� - --- ! - _ o oI� - --- -- -- -- -- - - --- --- o> / =- VALLEY BLOCK 2 LINEAR com w/ / m / cushingterre o I a m - - I 800.757.952211 I - - .,(, -.� \ \ TURF..TYP. I m A COMMONS ,fin w a - ----- rlvE - - - - 28,671 SF m z S 1,TYP. O Cam+ / I^ r Vv ---- -- A / m \ - - -- - Zza Y.; r ---- 1' PROPERTY LI _J PLANTER .— m • A a • ' .. - - ------- - --- MULCH, A - (3�GI 8„ - -a 8"W TYP. 8„W 8„W STEEL 8„W - 8„VV 8"W 8"W - (5)TC ,WASION TRIANGLE - - (1}YJTfd - - 8"W EDGING, VALLEY COMMONSDR - TYP. TYP. B 8"S ,,.. R••c 8"S ..S 8"S CITY PARK'D'-VALLEY COMMONS LINEAR 0 10 20 411 L103 1"=20' NORTH SCALE:1"=20'-0" REF. DECIDUOUS TREE,TYP.- -- -(t�pl,�CONIFEROUS TREE TYP =:_ — _ / - -- - - - - R BERM TYP — — — — IRRIGATION DOMESTIC - - — — GRANULAR PATH,TYP.— (3)SH _- _1'CONTOU 131� —BENCH ON CONCRETE PADS _- - _ 3)� _ - - - T1P - - - SOURCE•TYP___—_ --_ _--_512.83' PROPERTYt (1)AA 0 - -" / !____-_-\__�`--__�_ --- NATIVE GRASS 1 TYP. A, _ - _-_ __ __-_ _ _ �i� S O to (1)AA �. a - OO - p o ti ---- —�. --- A / vm -- CITY PARK E > �31Tc v - --— -- - - _ - / _-- -- - / \, VALLEY COMMONS LINEAR m OO -- _ ,=1' _ z, BLOCK TURF,TYP.� z __ _ _ m 5 _ - - / rn m - rn r m 25,656 SF .--- - -_ - - .,< A •' .� -_ __ .. _ __ - � _-_J. — a� _-_ ��,- - � 513.TV LINE �� � � {I d STREET 0.59 AC PR�PER LIGHTING, PLANTER - MULCH• \ _ .'.'.- ....-._ —_ - _ _-_ _____-_ PLANTER MULCH, TYR _ W .. 8��N�TEEL _ 8"W (5)�W 8„W - -Yf-- 18„ — - g„W VISION TRIAN _ g"W 8"W - 'EDGING, 8 W (3)UP 1 1 _-- - VALLEY COMMONS DR LU TYP. ---- - TYP. (3)UP __" 8„S Q (_2� CITY PARK IF-VALLEY COMMONS LINEAR z O L103 1"=20' Z ' PLANT SCHEDULE VALLEY COMMONS PARK - - -- — — _ --PER�H(CONCRETE PAD — — --+ CONIFEROUS TREES CITY BOTANICAL NAME COMMON NAME INSTALL SIZE PKG. MATURE SIZE O CONIFEROUS TREE TYP. (3)PI TYP. 1'CONTOUR BERM,TYP. - - - - - -DECIDUOUS TRE__E_,TYP. --627.40_�ROR€RTY�FN __ __ __ __ __ __—= PI 15 PICEA GLAUCA'DENSATA' BLACK HILLS WHITE SPRUCE 8'HT. B&B 30-60'H X 15-20'W _ --- - --- - --- PIN 14 PINUS NIGRA I AUSTRIAN BLACK PINE 8-HT. IB&B 40-50-H X20-30-W } S I--� GRANULAR PATH,TYP. G I NATIVE GRASS 1,TYP. Y DECIDUOUS TREES OTV BOTANICAL NAME COMMON NAME INSTALL SIZE PKG. MATURE SIZE U'�1 n I tAA 6 ACER FREEMANII'AUTUMN BLAZE' AUTUMN BLAZE MAPLE 2 5"CAL. B&B 40-55'H X 30-40'W Vm �Z99 -' - AP 5 ACER PLATANOIDES'POND'TM EMERALD LUSTRE MAPLE 2"CAL B&B 50-60'H X 40-50'WCITY yFALLEY COMMON PARK F YVE T AO 2 AESCULUS GLABRA OHIO BUCKEYE 2.5"CAL. B&B 20-40'HX20-40'W ___ _ a`M \ I --_ N ___� \ i " (1) -- --- \ -----_ - OM 3GI 2 OUERITSIATRIACANTHOS CUS MACROCARPA INE BURR OAKSKYLINE HOR 2"CAL.2.5 L B&B 60 80'H X 60-80'W Q w U \ - _ _ 3LOCiK 7 ,- ' STREET `, m ' - -�< � 3132SSF _ - ' LIGHTING, ______ - ___ ___- TURF TYP. � SH_ 6 SORBUS X HYBRIDA OAKLEAF MOUNTAIN ASH 2"CAL. B&B 25'30'H X 25'30'W - � �� TC 28 TILIA CORDATA LITTLELEAF LINDEN 2"CAL. B&B 50-70'H X 35-50'W I TYP. - _____ --_ Z I I � ,,'--- - �-.,, ---________ 7�_A-----" � UP 6 ULMUS X'P ONEER PIONEER ELM 2"CAL. B&B 40 50'H X 35 4 625.71 PROPERTYLINE Q cn �— _—__— _—__—_ --- - --- -------�- - ORNAMENTAL TREES OTY BOTANICAL NAME COMMONNAME INSTALLSIZE PKG. MATURE SIZESW cO - SI 14 SYRINGA RETICULATA'IVORV SILK IVORY SILK JAPANESE TREE LILAC 2.5"CAL. B&B 15-25'H X 15-25'W Z C\I STEEL J PLANTER \ -- W � MULCH, TYP. _- vW - 8"W _ _ VISION TRIANGLE, (1)OM 8 W W ALLEY COMMONS DR (3)GI EDGING, TYP. nP. SITE PLAN LEGEND PLANTING LEGEND m O _ BS S"S - - 8"S - - uc -- CONCRETE SIDEWALK/PAD � TURF-APPROVED KBG MIX,SPLIT-TYPE OR DRILL SEEDING, 3 CITY PARK'F'VALLEY COMMONS LINER PARK WEST) SPRAY IRRIGATION-HEAD-TO-HEAD L103ill=20' ASPHALT TRAIL-CLASS I-B FESCUE GRASS 1-APPROVED MIX.SLIT-TYPE OR DRILL SEEDING, \\\\\� OO F.IMo� SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE �P:YDEBRA BENCH ON CONCRETE PAD,TYP. NN-LE 'S9 S c vi F"AE S _ _ _ �1}phL �ECIBk10US-TREE,TYP- - GRANULAR PATH,CLASS II-B MATERIAL,WIDTH AS = RO ? ---- -_ _ - NA SEEDING, _ _ _ --- -- NIFEROUS TREE,TVF (1)AA NOTED SPRAY IRRIGATION-1 SPRAY MIN COVERAGE 64 - - (3)SI 627.40'PROPERTY LINE GRANULAR PATH._DPP 1'CONTOUR BERM,TYP. -_—__—�__�__ PLAY S a _---_---- ---- NATIVE GRASS1-APPROVED MIX,SLIT-TYPE OR DRILL --- _ __ __—__----- YSURFACE NATIVE APPROVEDMX SLIT-TYPE TYPE OR DRILL SEEDING S �cENs"'- i 11 ENGINEERED WOOD FIBER OVER TIV - r- Off'' NATIVE GRASS 1,TYP. - (6)TC I o v 12"DRAINAGE GRAVEL-FABRIC ENVELOPED TEMPORARY IRRIGATION ONLY /p/Mill AR\ -- -- - 1111111 fn� _ �� WELDED WIRE PANEL INFILL IL NA SPRAY IRRIGATION 1 SPRAY MIN COVERAGE ALL SEEDING, ®2023 I ALL RIGHTS RESERVED � (1)PN \ __- - —B 0 O ' T FENCE - WOOD POST&TOP/BOTTOM RA � � NATIVE GRASS 3 APPROVED MIX WITH FORBS,SLIT TYPFiD \ < 12'CONCRETE BAND FLUSH WITH GRADE WET GRASSi-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, CITY PARK F m .,, _. _ / ,- - _ - TEMPORARY IRRIGATION ONLY VALLEY COMMON LINEAR(EAST) 3 �_ _- / Zn CONCRETE RETAINING WALL PRELIMINARY PLAT BLOCK 7 R i m � 18"W x 16"HT CONCRETE SEAT WALL PLANTER-3"DEPTH ORGANIC MULCH - / DRIP IRRIGATION PROJECT TURF,TYP. v -- —' / --� / 5'-6"BENCH WITH BACK 31,328 SF � - - .._, - -� _-- -- -----/�------ --------- - -------- --- -- alourLAw_uFMP --- -----""- - _i / I 2300 SERIES BACKED BENCH WITH ARMS, WETLAND DRAWN BY I CHRISTOFANELLI 0.72 AC WOOD:ASH,AS MANUF BY MAGLIN.COM 625.71' ___ CHECKED BY I ROSA -' -- ---`----�)—�- ---------- —_�i-_-, _--- --- -- - - -- - __— -_- -I6--- _a-- - _ -L • •e - - • / OPROPERTY LINE �< BICYCLE RACK, -- REVISIONS 2300 SERIES,ICONIC ASMANUF BY EDGING- TEEL RV1:W1U.2 a21 MAGLIN COM EDGING-SHOVELCUT REV 2.11.202023 "TER ® WASTE RECEPTACLE, — PLANT PROTECTION FENCE,WETLAND AREA _ - MULCH,TYP. 600 SERIES,650(32 GAL),AS MANUF BY `-` (5)TC )am STREET TA IO N.COM DECIDUOUS TREE PLANTING-3'DIA ORGANIC MULCH RING, PET STATION, 8"W _ --- -- (3)GI LIGHTING, ' SHOVEL-CUT EDGE - -- ----_ VALLEY COMMONS DR - g••W --- 8"W DOGIPOT DP-1003A-L,AS MANUF BY BELSON --- 8"W - 8"W ----- - - T�� ROOT WATERING IRRIGATION --- - - - OUTDOORS 0 CITY PARK'F'VALLEY COMMONS LINEAR(EAST) VALLEY COMMONS LINEAR PARK NOTES BOULDER-3'TO5'BLOCKY,1/3BURIED 4 � STREET FRONTAGE PLANTING L103 V=20' A. SEE L101 FOR GENERAL NOTES. i I INSTALL BY ADJACENT LOT OWNER CITY PARKS - 'D','E',&'F'- 0 VALLEY COMMONS LINEAR CONIFEROUS TREE PLANTING-3'CIA ORGANIC MULCH RING, SHOVEL-CUT EDGE L 10 3 ROOT WATERING IRRIGATION 11.30.220 1u.1 L UnnwurMr MSs Md.-0mouruw FMl'_L10u111. y I SITE PLAN LEGEND CONCRETE SIDEWALK/PAD Cushing / I' = ASPHALT TRAIL-CLASS I-B Terrell rreII.:. (3)MS / I 22162' PERTYLINE (1)PIN ----- - -—--—-- --—-_ 211.60'PROPERTY LINE —_ __ -- -- -- (2)dM NOTED GRANULAR PAT LASS IIBMATERIAL.WIDTH AS — _ ^ _ H C - (3)PI_ _ _- ___ _ - p .COT (3)MS _ 800 757 9522 j8)PU _. - DRAINAGE GRAVEL FABRIC ENVELOPED _ °' LAY SURFACE cushingterrell C i 11"ENGINEERED WOOD FIBER OVER (2)PIN / I 4'HT FENCE - _� _-- - ----- - I _ WOOD POST&TOP/BOTTOM RAIL GOING. _— (1)AO BAND, (3)SI I WELDED WIRE PANEL INFILL TYP. v Y --—� CONIFEROUS TREE,TYP. PET STATION& I STREET PLANTER :/ I 4827�J J b --- ----- _ WASTE RECEPTACLE i LIGHTING, 12'CONCRETE BAND-FLUSH WITH GRADE / DECIDUOUS TREE,TYP. MULCH& �� _.-- em _ �_� �, _ ---- - - -- - - TYR CONCRETE RETAINING WALL EDGING, _ �824_- - / `, �c - CONCRETE O 18"W x 16"HT CONCRETE SEAT WALL TYP. !��STEEL - SEATWALL,TYP. I ` EDGING, ------ - I 5'-6"BENCH WITH BACK TYP. ,Lpr' 2300 SERIES BACKED BENCH WITH ARMS, (69)CAK 1'CONTOUR BERM, I WOOD:ASH,AS MANUF BY MAGLIN.COM i TYP. .' Ii - BICYCLE RACK, NATIVE :.ci 2300 SERIES,ICONIC,AS MANUF.BY GRASS 1.TYP._/ Ii MAGLIN.COM NATIVE �/ CONCRETE ® WASTE RECEPTACLE, GRASS 3, SEATWALL,TYP. ;-;;(' I I 600 SERIES,650(32 GAL),AS MANUF BY TYP. MAGLIN.COM T j�_ - 5'CONCRETE II - PET STATION, WASTE I c / / 00,E SIDEWALK,TYP. ,/ UNDERGROUND I DOGIPOT DP-1003A-L,AS MANUF BY BELSON RECEPT. I ��/ / '.,� :,,,,,,,,,,,,,, INFILTRATION, &BIKE �/ / �� / SEE CIVIL BOULDER-3O'OTO 5'BLOCKY,1/3 BURIED RACK. �� :................ (2)SI / �/ TYP. / �j i ................. PET STATION, GRAIN TYP. - - BIN I / \(\�\'\�/j / -.-. a' \/_i / -X.: TURF.TYP. SHELTER -- ` i _ + \ / CITY PARK G I G LEGEND PLANTING TA/BLENIC �\PIC TURF-APPROVED KBG MIX,SPLIT-TYPE OR DRILL SEEDING. ............... PIC ................ I ````````````````` .� CENTRAL / POND (5)MR ZI SPRAY IRRIGATION-HEAD-TO-HEAD ................. .................. ................. v ADA .................. �1 DRAIN, O / CCESS """""""""' BLOCKS SEE CIVIL I I '''''''''''''''''' - - --. FESCUE GRASS 1-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, 0 .................. .................... A 241344 SF - � W p SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE 1 I9 Z.HS AC I NA E GRASS1 APPROVED MIX SLIT-TYPE OR DR SEEDING O TIVILL () C SPRAY IRRIGATION 1 SPRAY MIN COVERAGE I v 1 T ' o F Iz ml ¢ NATIVE GRASS 2-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, (3)SH Im EDGE OF POND,TYP. N 3 J - - _ TEMPORARY IRRIGATION ONLY PLAY SURFACE& 'i:':':':':':':' BOARDWALK W/GUARDRAIL I PERIMETER,TYP. OVER RETAINING WALL, - i -. NATIVE 3-APPROVED MIX WITH FORBS,SLR-TY RILL SEEDING, BOTTOM OF POND,TYP. ___ TIV PE/D NG ''''' k SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE ................ PLAY STRUCTURE& - IRRIGATION I FALL ZONE TYP. I .................. WELL BOARDWALK I `, WET GRASSI-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, .................. I i SWING SETS ................... .- g-LflC-- - 2 ELEVATION ................. - EXEMPT I .................. I FALL ZONE ''''' + �/ TEMPORARY IRRIGATION ONLY W TYP. '' - AREA APPROX. -�?" L104 1OPOND UTILITY O O � X � PLANTER-3 DEPTH ORGANIC MULCH Q N� DRIP IRRIGATION z BIKE RACK,TYP Q I (1)QM _ ENCLOSURE EDGING WETLAND STE -- - ---- _ GRAIN BID ° z _. _ EL 0 LV ELEVATION FIXTU I - __ EDGING-SHOVELCUT POND FIXTURE,TVP _ 8b ---- DECK -* PLANT PROTECTION FENCE,WETLAND AREA I Y _ DECIDUOUS TREE PLANTING-T DIA ORGANIC MULCH RING, U� I RETAINING WALL WITH L104 I I SHOVEL-CUT EDGE --- - - GUARDRAIL,TYP-''BO DECK W/ ROOT WATERING IRRIGATION 0 iBOULDER,TYP. "'- - - (3)BE GUARDRAI -/ / III STREET FRONTAGE PLANTING Q ii \ u V + SHELTER W/ I ) INSTALL BY ADJACENT LOT OWNER Q U I I ° � ,PICNIC TABLE I \ z w j I Qz F_ I + — LWASTE ° CONIFEROUS TREE PLANTING-T CIA ORGANIC MULCH RING, O Q Z = \ / I RECEPTACLE, SHOVEL-CUT EDGE a IL _ " -- ROOT WATERING IRRIGATION - 9 TYP. _ _ I Z Q (3)BE -- - - - (3)AH -_ I CENTRAL PARK NOTES N � I \ I N (3)TC - --- - -- - _ - A. SEE L101 FOR GENERAL NOTES BY CPSI CERTIFIED INSTALLER m O \ - -- - - _ - I B. PLAY EQUIPMENT INSTALLATION __ _ -- - -_- -_- --_ - - BB.A.L MANUFACTURER:LANDSCAPE STRUCTURES PLAYLSLCOM) \I z j -_ -- _-_ _- -_- _- -__—_-___ ---- -- ----- -- - / / B.B. SWING SET-5"ARCH SWING FRAME:MODEL(#221292 ___-------__ -- - ---- - -- -------- --- - _ - -- - {3)SENCHON- _ B.C. PLAY STRUCTURE-CUSTOM PLAYBOOSTER BARN STRUCTURE \ IL----.-__ __..-__ - __ ____ - __ _____ ___.. ___ __ - - = FESCUE _ FISHING POND \\\\OFIIII/l - -. - - GRASS 4��YP- _ - __- _-- - Y`\\ ».,�///xZZ h \\ 424.52 OPER N E _ ------ C.B. MAKE-UP SUPPLY ON-SITEXEMPT WELL ME AS IRRIGATION) �`\'��� N%- I ° - PAD,IYP_ __ / _ J WITH LINER (SA \P, / �DEBRA t `� - -- — , -p- - -- - - - - --- - - - _ C.C. OVERFLOW SEE CIVIL FOR INFILTRATION ='�. 22 - '981y a � 3 vit ANN-LESLIE 3'v \ /= D. GRAIN BIN RE USE EXISTING ON SITE / E. GRAIN BIN SHELTER:RE CONFIGURE EXISTING ON SITE BIN = S 64 = (3)MS F. 16 X 24'PARK SHELTER:POLIGON,GABLE ROOF RECTANGLE = I'c II - VALLEY COMMONS DR L- -' \ (3)SH J �i LrC���� Y �����• (3)MS 8„W - - - -_ 6"W 8"W 8..W 8„W 8'W —ems— - /Y/�P IIIAx�\\\"\ CITY PARK'G'- CENTRAL o o zo �a'd L1 OQ 1-20' 02023 ALL RIGHTS RESERVED T NORIRTH SCALE:1"=20'-0" - REF, PRELIMINARY PLAT PLANT SCHEDULE CENTRAL PARK CONIFEROUS TREES I iCOMMON NAME INSTALL-E PKc. MATURE SIZE 02.10.2023 S cuucA DEN vcKH us wHTE SPRUCEaB sByB Hxlsxw PROJECT#IOUTLAW_UFMP B PNus NCRr. AUSTRANBv.CKPNE 18 HT. I.I. DRAWN BY I CHRISTOFANELLI CHECKED BY I ROSA DECIDUOUS TREES GTT NICAL NAME COMMON NAME INSTALL SIZE PIKS. MATURE SIZE GUARDRAIL,TYP. GUARDRAIL REVISIONS GUARDRAIL,TYP. DECK,TYP. BEYOND,TYP. REV 1:']10.2023 REV 2:11.20.2023 30'11 X 2—W BOARDWALK,TYP. OM L OUERCUS MACROCARPA YCAL. B&B BOAO'Hx Bo-ae'W SH SORBUS X HYBRIDA OUNTAIN ASH TCAL. B&B -SOW TC 7 TILIAGO ICAL. EB-TB'H X 365 ORNANENTAL TREES GTY NICAL NAME ICOMMON NkAE I NSIZE PKG. MATURESIZE RETAINING WALL,TYP. NGG BEYOND,TYP. - PU WATER GURFACE, TINGS BEYOND, CITY PARK S 10 SYRINGA RETICUDITA'IVORYSILIC IVORY SIK JAPANESE TREE Z.S CAL BflB 1125'H X_ TYPP P. GRASSES O- BOTANICAL NAME COMMON NAME INSTALL SIZE P.. MATURESIZE POND BOTTOM, PLAN WATER SURFACE, snsxncurlFLORA KARLFOERSTER REED GRAEA POT -XIA-2.Bw 'G,- TONND BOTTOM, CENTRAL BOARDWALK ELEVATION 3 DECK ELEVATION L104 1/4"=1'-0" L104 ill,=11-0. L 10 4 11.30.22 BBs1 AM I LaouTLAW uFMP,BIMCADSmm.-Ore, UTLAw UFMP-L101 II1.m FALLONST — L— — \ Cushin — I ° �1 PLANT SCHEDULE BARTER CREEK OPEN SPACED'&'E' DECIDUOUS TREES OTY BOTANICAL NAME COMMON NAME INSTALL SIZE PKG. MATURE SIZE g ' SO 9 BETULAOCCIDENTALIS WATER BIRCH 2.5"CAL. B&B 2030'11X20-30'W Terrell. --�-7— GI 4 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'TM SKYLINE THORNLESS HONEY LOCUST 2.5"CAL. B&B 35-45'H X25-35'W PROPERTY LINE_ ---- PB 9 POPULUS BALSAMIFERA TRICHOCARPA BLACK COTTONWOOD 1.5'CAL. B&B 100-120'HX40-60'W PT 9 POPULUS TREMULOIDES QUAKING ASPEN 2.5"CAL. 6&B 2050'HX10-30'W -- ` SV 7 SALIXALBAVITELLINA GOLDEN WILLOW 6'HT B&B 40-60'HX40.60'W cushingterrell.com I I \ \ 1 UP 3 ULMUS X'PIONEER' PIONEER ELM 2"CAL. B&B 4050'H X 3545'W 25'EAS MET \ EXISTING CULVERT 800.757.9522 / OPEN SPACE K REVEGETATION,- (5)COR, BLOCK 11 NATIVE GRASS 1,TYP. (3)PT CDR 127 DECIDUOUS SHRUB QTY CORNUS SERICEA RED TWIG DOGWOOD 5 GALLL SIZE POT 6-9TH X 8 12'W 144"O.C. G / — WETLAND \\ EDGE OF STREAM, SAS 42 SALIX BRACHYCARPA SHORT-CAPSULED WILLOW 5 GAL. POT 35'H,45'W 72"o.c. CROSSING,TBD TYR BY CIVIL SAC 134 1 SALIX COMMUTATA JUNDERGREEN WILLOW 15 GAL. IPOT 8X70'H X 8-10'W 72"o.c. WETLAND, PLANTINGS PER \ APPROVED RE-ALIGNMENT \ PLAN,TYP. BARTER CREEK NOTES A. SEE L101 FOR GENERAL NOTES. B. IRRIGATION SOURCE O BE ON-SITE EXEMPT WELL. I I \ R R C. WATERCOURSE SETBACK PLANTINGS C.A. TREES AND SHRUBS IRRIGATED AND FENCED C.B. STREAM LENGTH:923 LF C.C. TREE PER 60 LF(PER SIDE) C.C.A. REQUIRED:15.38 TREES(PER SIDE)*2 SIDES=32 TREES C.C.B. PROVIDED:16 TREES(PER SIDE)*2 SIDES=32 TREES C.D. 1 SHRUB PER 20 LF(PER SIDE) �p R` C.D.A. REQUIRED:46.15 SHRUBS PER SIDE*2 SIDES=94 SHRUBS 4 C.D.B. PROVIDED.47 SHRUBS 2 SIDES=94 SHRUBS _ A� \ 20'CURSE L._'=— v `• — Agym 3co�asE v ti V �I 'NoER0 A a��+ '\ (5)COR 1 WATERCOURSE &TRAIL (NORTH) I;I (2)SV \ L706 1"=20' \ 0 10' 20' 40' (5)SAC OPEN 9�PA E D 'v NORTH SCALE:1"=20'-0" BLOC REF. q _ - --- REVEGETATION,- WET GRASSI TYP. _SITE PLAN LEGEND - CONCRETE SIDEWALK/PAD WAT 20' II 30' GRANULAR PATH. (3)PT \ CLASS II,TYP WATERCOURSE '�V ASPHALT TRAIL-CLASS-B ERCOURSE ZONE 1 \ (5)SAS ZON ° E 2 \ \ ii W GRANULAR PATH,CLASS II-B MATERIAL,WIDTH AS I NOTED �'E NATIVREVEGE GRASS , ° O NATIVE GRASS 1,TYP. \ / z \ \ E PLAY SURFACE \ ' ____/___-- 8"S �__ Q i 11"ENGINEERED WOOD FIBER OVER i \ \i-• 12"DRAINAGE GRAVEL-FABRIC ENVELOPED 4'HT FENCE WOOD POST&TOP/BOTTOM RAIL WELDED WIRE PANEL INFILL / \ 5 l I 12'CONCRETE BAND-FLUSH WITH GRADE CONCRETE RETAINING WALL OPE�gH� > (1)UP Mg I I U) 18"W x 16'HT CONCRETE SEAT WALL ° 5'-6'BENCH WITH BACK 2300 SERIES BACKED BENCH WITH ARMS, I (6)SAS WOOD:ASH,AS MANUF BY MAGLIN.COM / v _ BICYCLE RACK, I / (3)PB (1)GI ^ 2300 SERIES,ICONIC,AS MANUF.BY 1 \ _- z w MAGLIN.COM '' - ' Q Z ® WASTE RECEPTACLE, /_ � T - F 600 SERIES,650(32 GAL),AS MANUF BY SAC (5)3}* ,-'. ° / % _ ()SA z MAGLIN.COM 11 _ - 0 Q (2)UP PET STATION, \ DOGIPOT DP-1003A-L,AS MANUF BY BELSON OUTDOORS BOULDER-T TO 5'BLOCKY,1/3 BURIED ,, --� /M - J W W N � CULVERT SEE CIVIL PLANTING LEGEND -. TURF-APPROVED KBG MIX,SPLIT TYPE OR DRILL SEEDING, \ /��'./.^• /��`\ L (1)GI \ \ (3)SAC SPRAY IRRIGATION-HEAD-TO-HEAD REVEGETATION,- _` •y I /�`/"/ µCy NATIVE GRASS 1,TYP. \ (2)SV�_ FESCUE GRASS 1-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, ��\\\\\\\\OF /// ----- SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE 0 5 1,p,0 I \ ��\P�,"'Y0 Af o 9 =h ANN-LESLIE S�% NATIVE GRASSI-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING SPRAY IRRIGATION-1 SPRAY MIN.COVERAGE / STREET (3)SAC 64 =� LIG —/ A I\ o S a NATIVE GRASS 2-APPROVED MIX,SLIT-TYPE OR DRILL SEEDING, I ° - i S /CENSx- I TEMPORARY IRRIGATION ONLY / 05 j 0 LIGHTING' \ \ \ \ NATIVE GRASS 3 APPROVED MIX WITH FORBS,SLIT-TYPE/DRILL SEEDING SPRAY IRRIGATION 1 SPRAY MIN.COVERAGE WET GRASSI APPROVED MIX,SLIT TYPE OR DRILL SEEDING, /,/,// ° � � \ / 30 SE \ TEMPORARY IRRIGATION ONLY p PRELIMINARY PLAT/ M•. �P3 NE� 0 2023 1 ALL RIGHTS RESERVED \ \ PLANTER-3"DEPTH ORGANIC MULCH \ \ \ DRIP IRRIGATIONO2.10.2023 /I WETLAND _k\\/ \ \ PROJECT#IOUTLAW_UFMP —\—� ST ANELLI WETLAND EDGE, CHECKEDBYC -- EDGING-STEEL )" V I 1 \ HRISTOF WATERCOURSE TYP RO ----------- EDGING-SHOVELCUT (WATERCOURSE ZONE1 REVISIONS V 1 \ \ REV 1:07.10.2.23 ZONE2 CLASS IAT PATH, REV 2:11.20.2023 PLANT PROTECTION FENCE,WETLAND AREA I IRRIGATION0 P\ DECIDUOUS TREE PLANTING-&DIA ORGANIC MULCH RING, I `^ WELL-EXEMPT % SHOVEL-CUT EDGE I 6'I ROOT WATERING IRRIGATION I 25'EASEMENT REVEGETATION,- 9� WET GRASS 1,TYP. REVEGETATION,- �Fq4 OPEN SPACE E STREET FRONTAGE PLANTING I I I NATIVE GRASS I,TYP. c�'6 BLOCK 12 \ I INSTALL BY ADJACENT LOT OWNER I Oeq+ \ PRIVATE BAXTER CREEK 0 CONIFEROUS TREE PLANTING-3'DIA ORGANIC MULCH RING. \ x A \ WATERCOURSE&TRAIL SHOVEL-CUT EDGE \ ROOT WATERING IRRIGATION \\\\ \` \ m (3)BOB /�� O 11.30.22o 1M I L U,�w uFMM1M�� S° mm.o�����aw uFMP1 111.� // I 0 --- --------------- ---------------- ------------------------------------------ Cushing o rAULON ST q ———————— �w——— ------------- i, , �T Terrell -—--—--—--—--—--—--—--—--—--—--—--—--—--— � �CITY PARK SYSTEM'PTWATER P.O.0 (EXEMPT WELL GWIC 233300) cushingterrell.com ------CITY PARK SYSTEM'PTCONTROLLER I sI 800.757.9522 CITY MEDIAN LAURAL PKWY ,--(NORTH) PROPEft- �LOkNQAE�X----— ____ _J ------------------- ------------ CITY PARKA'WEST LINEAR �12 COMPETITION DRIVE -------------- CITY PARK SYSTEM'PT WATER CITY PARK SYSTEM'PTMAINLINE P.O.C.(WELL GWIC 323299) CITY PARK SYSTEM'P3'LER CONTROL CITY MEDIAN P= PT 1V CITY PARK SYSTENI (CENTRAL) MAINLINE - ----------------------——-------— - -- ------------------- CITY MEDIAN SYSTEM'Sl'P.O.C. CITY PARKS' CITY MEDIAN DOMEST I C) TY W EST LINEAR (NORTH) �12 SYSTEM'Sl' R ��CONTROULER CITY PARK'G' CITY PARK SYSTEM'P2'CONTROLLE CITY PARKS' MEDIAN'Sl'SYSTEM CITY CENTRAL EST LINEAR CITY PARK SYSTEM'P2'WATER P.O.0 WP31 LI NE AND ZONE VALVES (SOUTH) 12 (DOMESTIC) MAIN �04 CM ARK'F' CITY PARKT' CITY P CITYPARK'D' CITY PARKE' VALLEY COMMONj� 3 COMMON VALLEY('4 M C UNEAR(WEST) �O3 CO 0. VALLEY COMMONS 1 VALLEY COMMONS LINEAR M —LIN-R LINEAR �03 -------------------------- ------------------------------------ ----- — ----------------------—-------- .............. ....... .. ---------- -—--—-- C2 --------------------------------------—--------------- MIR VALLEY COMMONS DRIVE--------------------------------------------- ---------------------------------- --------------------------- ----------------------------------------—-------------------- ----------------—----------------------------- ------ -------——-—----------------------- - ------------ --------------------------—----------------------—-——--------------- _J CITY PARK SYSTEM'P2'MAINUNE z _J CITY PARK SYSTEM'PI'MAINLINE CITY MEDIAN LAUREL PKWY CITY PARK'C' DOG PARK (_SOUTH �12 LU �Ul � ' III Q < z ------------------------------------------- ----------------------- --------------------- ---------- PROPERTY BOUNDARY ROW >:HUFFINE LANE/MDT HWY 191 v U) OVERALL IRRIGATION PLAN 0 60' 110' 240' co 1"=120' 6%mmm%==wsii1 C6 NORTH SCALE:1 =120'-0" < of LL. w REF. z GENERAL PARK IRRIGATION NOTES <' + A. LAYOUT IS PROVIDED FOR EACH CITY AREA.MANUAL DRAINS LOCATED AT LOW POINTS ALONG MAINLINE.QUICK COUPLERS 0 Q Z LOCATED AT END OF MAINLINE AND ISOLATION VALVES LOCATED DOWNSTREAM OF MAINLINE TEES. 2 B. IRRIGATION SYSTEM WATER SOURCE IS NOTED ON EACH PARK PLAN.CONTROLLER AND MASTER VALVE TO BE LOCATED AT WATER SOURCE. 2� C. TURF TO BE ON SEPARATE ZONES THAN OTHER GRASSES.FESCUE TO BE ON SEPARATE ZONES THAN TURF.DRIP TREE ROOT < WATERING TO BE ON SEPARATE ZONE THAN TURF AND GRASSES. _J U-1 D. MAIN:18"DEPTH,LATERAL:12"DEPTH,SCHEDULE 40 PVC WITH 4"OF SAND BENEATH&ABOVE. N E. TRACER WIRE ALONG MAIN LINES. 0 F. SPRINKLER HEADS TO BE ON SCHEDULE 80 MANUFACTURED SWING JOINTS. CD 0 D G. PIPE SLEEVING INSTALLED BELOW PAVEMENT. H. WATER USAGE AREA DONE USING EPA WATER SENSE WATER BUDGET TOOL 4.1.1,FOR PEAK WATERING MONTH(JULY). I. DRYLAND GRASS INTENDED TO BE WATERED ONLY DURING ESTABLISHMENT AND AT A MINIMIZED SCHEDULE TO REDUCE WATER USAGE OF THE PROJECT SITE BY UNDER 50%OF TRADITIONAL LANDSCAPE. F /Z J. WARRANTY AND MAINTENANCE INFORMATION(INCLUDING PUMP))TO BE PROVIDED WITH'AS-BUILTS-. DEBRA % Z of ANN-LESLIE%7 RO P64 /';' 1//�11I1IIIIIIiW 0 2023 1 ALL RIGHTS RESERVED PRELIMINARY PLAT 02.10.2023 PROJECT#IOUTLAW UFMP DRAWN BY I CHRISTOFANELLI CHECKED BY I ROSA REVISIONS RE 2:11.20.2023 PROJECT LOCATION LEGAL DESCRIPTION PROPERTY OWNER LANDSCAPE ARCHITECT MAJOR SUBDIVISION CITY OF BOZEMAN, BEING LOT R4 OF NORTON EAST RANCH LAUREL PARKWAY LLC CUSHING TERRELL GALLATIN COUNTY,MT SUBDIVISION PHASE 4 AND THE W1/2SE1/4 BEING PO BOX 161236 411 E Main St,Ste 101 OVERALL A PORTION OF C.O.S.1005 LOCATED IN THE S 1 IRRIGATION OF SECTION 9,TOWNSHIP2 SOUTH,RANGE 5 BIG SKY,MT BOZEMAN,MT 59715 PLAN EAST,PRINCIPAL MERIDIAN MONTANA,GALLATIN 508.728.1088 406.556.7100 COUNTY,MONTANA Project Manager:Nicole Olmstead L401 1—U—M—M—S—Mm.0.,� WEST LINEAR & DOG PARK WATER USAGE I URBAN FARM Cushing FENCE,TYP. I PRELIMINARY PLAT WELL WATER USAGE CALCUATIONS West Linear&Dog Park Landscape Irrigation Water Use Terrell 'Pi'MAIN LINE, - TYPE QUANTITY UNITS GALLONS PER MONTH(GPM ONTH) GPYEAR AC-FT YEAR OI TYP. I, JAN FEB MAR APRIL MAY JUNE JULV AUG SEPT OCT NOV DEC 10'"EASEMENT I I LATERAL LINE, _- I, Monthly PVT 0.00 0.00 2.17 3.41 4.65 5.10 6.43 5.27 4,20 2.79 0.00 0.00 FALLON ST ,V - TYR I cushingterrell.com Landscape I rigation(Assume May 15 thm Sep 30-Glty of Bozeman Standard) 800.757.9522 11 13,188 SF 0 19,839 44,967 56,694 46,466 37,032 0 218,186 0.67 s - 25.5 11 Fescue 6,076 SF 0 6,093 13,812 17,413 14,272 11,374 0 69'041 0.21 II - 1y" IniDryland 66,789 SF 0 26,792 W,728 76,565 62,753 W,012 0 343,639 1.05 Oarhea---_--_-- _-- --- _ , ,053 SF 0 52,724 119,507 150,673 123,491 98,418 0 630,866 1.94 d Spry B6 r -------- ------ I M Planter 0 SF 0 0 0 0 0 0 0 0 0.00 -- --_•- ---- __-_. --- ------ ---- - SPRAY HEAD,TYP. ' _- j Tress 84 EA 5,918 16,140 17,702 22,319 18,29'2 14,578 4,686 99,720 0.31 P1'WELL,POINT I - OF CONNECTION, '"'-"""""-_---- I�a Q NorSpray(Drip) 0 SF 5,918 16,140 17,702 22,319 18,292 14,578 4,686 99,720 0.31 -f, _ - I I I e p LANDSCAPE IRRIGATION SUBTOTAL 730,586 2.24 P1'CONTROLLER '� - � ------ ----- , f DRIP(TREE),TYP. I o 'Pi'WEATHER I 1 - w EXEMPT WELL ANNUAL USE TOTAL 730,588 2.2A STATION EXEMPT WELL ANNUAL USE ALLOWED 3,2611 14 10.00 City Watering Wintlow at 35 GPM-Worst Case(July) 27.2 1 i I I HRSANKQ 35 GPM 1Y" , 25.9 s CITY PARK'B'-WEST LINEAR SOUTH Wz'er Uaage GPMOM7 GP EEK4,023 enti1 Designed Alla ed' 'P1'1.5"MAIN LINE, o 1Yz" I 3 O.erhead spray 122,319 34,023 16.2 25.0 42.- - Non-Spray" 22,319 5,040 2.4 25.0 - TYR' I L402 1"=20' Total His 18.6 58.0 = 10 I I 58.0 H.are required in a week for supplemental water for the landscape j Available Hrs/Wk(24x7) 168" I UTILITY I I EASEMENT '3Day 14-hr Water Window(Gty of Bozeman Standard)=42 his/week for-head sprays -Non-Spray Irrigation can occur on oppasit.days of City Water Window for O�arhead Sprays I FENCE,TYP. - ¢ 22.1 12 -- I �c F SLEEVE,TYP. " -WEST LINEAR & DOG PARK NOTES DRIP(TREE),TYP. ,� ' e 10, = I - --A. IRRIGATION SOURCE TO BE EXEMPT WELL LOCATED AT NORTH END OF WEST LI NEAR'A PAR III UTILITY 1 B. SEE L401 FOR ADDITIONAL INFORMATION. ' - EASEMENT --- -- I - _- - 19.9 13 ------------------- _ ----- -- r ----------------- - = --- -- --- - 1v" --" i 1Id J SLEEVE,TYP. J CONTROL VALVE, TYP. 25.3 14 EST LINEAR IRRIGATION SCHEDULE a SYMBOL MANUFACTURER/MODEUDESCRIPTION PSI W SPRAY HEAD,TYP. HUNTER MP1000 PROSOP-UP WITH 40 Q j zo 27.6 TURF ROTATOR,61N.POP-UP WITH CHECK VALVE HUNTER TURF ROTATOR,BIN.POP-UP WITH CH ECK VALVE a ---- PROS 40 HUNTER MP3000 PROS-06-PRS40-CV 40 0 ' ❑ TURF ROTATOR,SIN.POP-UP WITH CHECK VALVE o❑ - - HUNTER MP815 PROS-O6-PRS40-CV L� • _ I ------- -- ®®® TURF ROTATOR,61N.POP-UP WITH CHECK VALVE, 40 } 5 - w FENCE,TYP. _ Y G 'Pi'MAIN LINE, LST aST RST SHRUB ROTATOR,121N.POP-UP WITH CHECK VALVE 40 l _ I I a ©Q® HUNTER MP STRIP PROS-12-PRS40-CV C c 23.3 3 TYP. _ _ a 21 17 f,� HUNTER MP1000 PROS-12-PRS40-CV m 1Yz ,P TYP. 1f LATERAL LINE, ' -- 1Y" U©@) SHRUB ROTATOR,121N.POP-UP WITH CHECK VALVE 40 CONTROL VALVE, ------- TYP. HUNTER MP2000 PROS-12-PRS40-CV 20.1 ri 40 Q LLI LL1.96 25 i 241 SHRUB ROTATOR,121N.POP- HUNTER MP3000 PROS-I2-PRS40-CV Q Z i `• SHRUB ROTATOR,121N.POP-UP WITH CHECK VALVE 40 F + 2.31 Z of - 2.75 26 ----- ® HUNTER MP3500 PROS-I2-PRS40-CV 40 Q Z le, - .,..,.,. ------ I a / o SHRUB ROTATOR,121N.POP-UP WITH CHECK VALVE >� DRIP(TREE),TYP. I a I _ _ I z6 2.2 SYMBOL MANUFACTURER/MODE PS Z M SYMB UDESCRIPTION I /yQ ❑ I SPRAY HEAD,TYP. 1 HUNTER 1-20-06-MPR 25 Q Q W oP.MAIN LINE, � ..`.`.`.`.`.`.`.`.`.`.`.`.` ,,>\ ❑25 DRAIN CHECK VALVE.MPR NOZZLE. 45 JLU III a TYP. - CONTROL VALVE, - I N ~ li w - _ = HUNTER I-20-06-MPR 35 - TYP. DRAIN CHECK VALVE.MPR NOZZLE. 45 Q LATERAL LINE, FENCE,TYP. ; i _ ____ m O TYP. LATERAL LINE, 23.1 �,P I 1y" __ ------- SYMBOL MANUFACTURER/MODEUDESCRIPTION I I¢ _ ---- ---------- �' X• _ HUNTER ICZ-101-40-LF 1111111 DRIP CONTROL ZONE KIT.11N.ICY GLOBE VALVE WITH 11N. ♦♦\\\\\1 I////// 2 DRIP(TREE),TYP. _ 2 19.5 ♦♦J OF MO//�G NETAFIM TLCV-06-18 DRIP RING '��•'� �'.N/' gti f DE RA '9 =�i{ANR-OLESLIE Si 28.8 4 �3 SPRAY HEAD,TYP.I I / --------------- = - �� ------------ - 23 27.0 SYMBOL MANUFACTURER/MODEUDESCRIPTION = _ - _ _ _ 1 14 •1,_ 1 "Y 1 26.9 17 z HUNTER ICY-G I I �f -- --------------- / i C M C ✓1-1 21N.21N.PLASTICI ELECTRIC REMOTE L VALVES ♦ q O / P {:•.{{{{{{ EAR ��0 \ - ///1111111111\\\\\ 24 22.7 O AIR RELIEF VALVE - 1v' DRAIN VALVE 02023 1 ALL RIGHTS RESERVED - 23.1 18 I - -------------- WATTS 919QT 1-1/2" F.p BACKFLOW REDUCED PRESSURE ZONE PRELIMINARY PLAT - I ------------- -- HUNTER A2G75D-M 25.1 9 - ------------- - _p 75 STATION DECODER CONTROLLER IN AN OUTDOOR GRAY - - - 02.10.2023 I 1Y" I METAL WALL MOUNTED ENCLOSURE PROJECT#OUTLAW_UFMP DRAWN BY I CHRISTOFANELLI 21.4( 5 I 25.8 10 I 271 19 7 _ ® HUNTER SOLAR-SYNC CHECKED BY I ROSA ,Y I �y.. - SOLAR,RAIN FREEZE SENSOR.WIRED. REVISIONSEV e ' >. R2:n.2o.2023 - •,� ;FS:. HUNTER HFS-150(2) I' FLOW SENSOR FOR USE WITH ACC CONTROLLER,1-1/21N. ... SCHEDULE 40 SENSOR BODY 24 VAC 2 AMP.W P1 - I PAVEMENT, I' M PWESTOINT OINFARFCONNECTION RK-W TYP. _ - - IRRIGATION LATERAL LINE:PVC SCHEDULE 40 IIRRIGATION MAINLINE:PVC SCHEDULE 40 - --- I - - - v ----- CITY PARKS CONTROL VALVE,- _-- `' _ _ - - - ------- ------ PIPE SLEEVE:PVC CLASS 200 SDR 21 'A„e,VC„ TYP. UTILITY 3 -- EASEMENT I DRIP(TREE),TYP. 0 19 2V 40' valve-1cul WEST lveNumber PARK IRRIGATION LINEAR DOG ION �� CITY PARKA'-WEST LINEAR 2 CITY PARK'B'-WEST LINEAR(NORTH) CITY PARK'C'- DOG PARK # # yaleFbw L402 IRRIGATION SYSTEM'P1' 1"=20' L402 IRRIGATION SYSTEM'P1' 1"=20' L102 IRRIGATION SYSTEM'P1' 1"=20' valve size NORTH SCALE:1"=20'-0" L4 0 2 REF. 'P2'LATERAL LINE 25 23A 15.7 24 27.2 30 26.3 29 TYP. 1.87 39 DRIP(TREE),TYP. 25.1 28 27 19.8 26 25.3 fY" Cushing 34 19 1.76 40 33 19.8 32 11.2 31 14.6 11' 1%'• 1Yz" 1Y" CONTROL VALVE, P2'MAIN LINE, SPRAY HEAD, TYP. TYP. -n a ----- -- " Terrell. TYP. " " - - - W' w cushingterrell.com a :r x -- O o _ a - ... .... rs 800.757.9522 ". .... ......... .1.•.•.•.•..• o " " �: .......... •.rtl.•.•. o ,� -.ts.-.-.-.-.••• . ...............tiv %%%%%%% W '. ........... ____ ___ .... ...........................: SLEEVE,TYP. .:.:.:. .:':':':':':':':':':':':':':'::i• ...'.:.:•.- VALLEY COMMONS DR .. - -dw CITY PARK'D'-VALLEY COMMONS LINEAR 0 101 20' 40' L403 IRRIGATION SYSTEM'P2' 1"=20' NORTH SCALE:1"=20'-0" REF. 15.7 23 12.9 22 38.6 21 LATERAL LINE, 2.09 $8IY2 11.9 1� 25.0 SPRAY HEAD, 25.4 �y TYP. VALVE, DRIP(TREE), 25.1 11� 37 1.54 22.7 176, 27.2"��, ,P2'2"MAIN LINE, 2 TYP. TYP. " TYP. . I a - - _ -- - -- --- � a _o,- " -�•, a a a a - 'P2'DOMESTIC,POINTI 11 II OF CONNECTION �•� '��• 'P2'CONTROLLER 'P2'WEATHER F - STATION o " Q ' -.'.'.'.'.'.'.'.'.'.'.'.'.':':':':' m " D ad co a ------ --- --- -- -- - --- - - ---- -- -- -- ---- - -- Jm __- __- SLEE ___ P__. - ___ __ --- _ __ - --._-•- .. VE,TY . " rVALLEY COMMONSID IR W s , s �e •v � � - VALLEY COMMONS DR 2 CITY PARK'E'-VALLEY COMMONS LINEAR VALLEY COMMONS IRRIGATION SCHEDULE o L403 IRRIGATION sysrEM'Pz' 1.. 20' SYMBOL MANUFACTURERRdODEI/DESCRIPTION PSI SYMBOL MANUFACTURERRAC-DESCRIPTION 0 @©® HUNTER MP1000 PROS-06-PR5 V 40 HUNTER A2C-7s0-M HECK VALVE 75 STATION DECODER CONTROLLER IN AN OUTDOOR GRAY C 77.0 7 006 HUNTER MPZppp PRCS-PRsaocv Y G 26.8 8 TURF ROTATOR,BIN.POP-UP WrIH CHECK VALVE. 13 19.3 36 2.2 12 11.2 11 17.5 10 19.8 9 25.2 1Y" CONTROL VALVE,TYP. 1Y" 'P2'MAIN LINE, ep HurvTeR soave-FR srrvcSENSOR NTH OUTDOOR Cn SPRAY HEAD,TYP. LATERAL LINE,TYP. Q®Q HUNTER MP3000 PROS-05-PR540.CV METALWALLMOUNTEDENDLOBDRE 1y" 1&" 11/¢" 1�" TYP. TURF ROTATOR,6IN.POP-UPWrIHCHECK VALVE 40 ® CONNECTS TO HUNTER PCC,PRO-C.AND I-CORE INTERFACE, DRIP(TREE),TYP. - -- -- -- HUNTER MP PROSOFPR540CV CONTROLLERS,INSTALL AS NOTED.INCLUDES 10 YEAR a - ®®® 815 40 LITHIUM BATTERYANORUBBER MODULE COVER,AND GURER TURF ROTATOR,BIN.POP-UP WrIH CHECK VALVE MOUNT BRACKET.WIRED. m ©OO O - 40 F6 HUNTER HFS-150(2) s�R�aRoa oaP zR�BPoP�w��NDHEGKV�VE o DWBENBDRFDRDBEWITHADDDDNTRDLLER 1-1�Iry C a ®©O HUNTERMP1000 PROS-I2-PR5 CV SCHEDULE 40 SENSOR BODY 24 VAC2AMP. / SHRUBROTATOR,12IN.vOa-UPwITHCHECK-1VE 40 J WATERIER I-1l2' < ILL]k7� z HUNTERMPPROS-I2-PRS4 VALLEY COMMONS DOMESTIC-SCHEDUL 40-PARK SPACE QSHRUBRTOR I2 N POP PNTHCHEKvgVE RRGIONrTEALLNCSCHWE m + ®O® HUNTER MP0000 PROS 12 PR-V IT SHRUBROTATOR 12N.POP-UP WITH CHECKVALVE 40 -- IRRIGATION MAINLINE PVCSCHEDULE40 cOc Z • a x -- u SYMBOL MANUFACTURERIMODE-SCRIPTON -_-_- PPESLEEVE PVC-S2003DR21 G s - 1,ON.2N.PLASTIC ELECTRIC REMOTE CONTROL VALVES HUNTER CV G __-_ __ __ vere nave. z - ------ _---- AIR a a x.re Q .re ----- _ ___-- SLEEVE,TYP. A Q00 �x.ren , o: DRAW vALVE LLJ J -- - - - - - - - --- - - _ - N Zy' NETAFIM TLCV-0618 DRIP RING it m O D VALLEY COMMONS DR - VALLEY COMMONS PARK WATER USAGE '0p��1tt°Flltf���� `���,»»..�,yTG22iii CITY PARK'F'VALLEY COMMONS LINER PARK(WEST) URBAN FARM _hFANN-LESLIE�Sq L403 IRRIGATION SYSTEM'12' 1"=20' PRELIMINARY PLAT DOMESTIC WATER USAGE CALCUATIONS = RO ? Valley Commons Park Landscape Irrigation Water Use L 64 =� 25.6 4 T2'MAIN LINE, 3 26.4 26.2 2 1 5.94 TYPE QUANTITY UNITS JAN FEB MAR APRIL GALLONS PER MONTH JUPMONTH)AUG SEPT OCT NOV DEC GPYEAR AC-FT 38.8 8 5 14.7 2.09 35 � iY" 1Y" 1Yz" CONTROL VALVE,TYP. DRIP(TREE),TYP. 1.. 1Yz" SPRAY HEAD, Monthly LVT 0.00 0,00 2.17 3.41 4,65 5.10 6.43 5.27 4.20 2.79 0.00 0.00 LATERAL LINE,TVP. TVP. _ - G- - -- 0 2023 1 ALL RIGHTS RESERVED -- --- - ----- --- w " " Landscape Irrigation(Assume May 16 thou Sep 30-City of Bozeman Standard) Turf 24,187 3E 0 35,384 82,471 103,978 85,220 67,917 0 400,157 Fescue 0 SF 0 0 0 0 0 0 0 0 ImOryland 67,640 SF 0 27,133 61,502 77,541 63,552 50,649 0 348,017 PRELIMINARY PLAT - Overhead Spray 91,827 SF 0 63,517 143,973 181,519 148,772 118,566 0 748,174 --- ' - 02.10.2023 Planter OSF 0 0 0 0 0 0 0 0 PROJECT#IOUTLAW UFMP a ,83 Trees 101 EA 7,116 19,407 21,285 256 21,994 17,529 5,634 119,902 DRAWN BY CHRISTOFANELLI Non-Spray(Drip) 0 SF 7,116 19,407 21,285 25,836 21,994 17,529 5,634 119,902 y Z CHECKED BY I ROSA O LANDSCAPE IRPoGATION SUBTOTAL 868,076 REVISIONS m REV 2:11.20.2023 • ....... ........................ Z City Watering Window at 45 GPM-Worst Case(July) .................................................. ________ -____- - HRS/WK @45GPM SLEEVE,TYP. Water Usage GPMONTH GPWEEK Potential Designed Allowed" --- --- --- Oeerheed Spray 181,519 40,988 25.3 40.0 42.0 -_ Non-Spray(Dnp) 26,836 6,060 2.9 37.5 - Total Him 28.2 T7.6 77.6 HIS are required In a Week for supplemental Water for thB landscape VALLEY COMMONS DR Ala(able H.A'Vk(24x7) 11- r�-'e'w -� --"' a„w _ ,.,E,f� "3Day 14-hr Water Wlndow(Cay of Bozeman Standard)=42 hrsMeek for overhead sprays CITY PARKS "'Non-Spray Irrigation can occur on opposite days of Gty Water Window for Oeerhead Sprays 'D','E',&T'- �CITY PARK'F'VALLEY COMMONS LINEAR(EAST)PARK'F'VALLEY COMMONS LINEAR(EAST) VALLEY COMMONS LINEAR PARK NOTES VALLEY COMMONS LINEAR Lao3 IRRIGATION SYSTEM'P2' 1"=20' A. SEE L101 FOR GENERAL NOTES IRRIGATION B. SEE L401 FOR ADDITIONAL INFORMATION. C. IRRIGATION SOURCE TO BE DOMESTIC WATER AT NORTHEAST END OF VALLEY COMMONS L4 0 3 LINEAR PARK CITY PARK'E'.SOURCE TO BE METERED WITH BACKFLOW-PREVENTION DEVICE. t1.pLzs w.ss PM 1 u Um uFMP'aIMCADu.xnnrfa Ss MNen-OGauruW uFMP_L4p .ay 32.7 z zB 24.4 CENTRAL PARK IRRIGATION SCHEDULE 30.3 24 25 32.4 6 34.1 5 34.8 2g 3.72 Cushing 2'• 2• 2" 2" 2•' SYMBOL MANUFACTURER/MODEUDESCRIPTION PSI 26 34.3 2.64 37 27 29.0 - - - HUNTER MP STRIP PROS O6 PWITH CV Terrell 7 32.5 2 ©S R ■V■ ■ VII.:. TURF ROTATOR,61N.POP-UP WITH 40 Lsr ssr Rsr CHECK VALVE, HUNTER MP1000 PROS-06-PRS40-CV A nn TURF ROTATOR,BIN.POP-UP WITH 40 CHECK VALVE HUNTER MP1000 PROS-I2-PRS40-CV cushingterrell.com ©� SHRUB ROTATOR,12IN.POP-UP WITH 40 800.757.9522 CHECK VALVE HUNTER MP2000 PROS-I2-PRS40-CV e w I n u I 0©® SHRUB ROTATOR,121N.POP-UP WITH 40 CHECK VALVE - ;% x a t�7 ©O O HUNTER MP3000 PROS 12 PRS40 CV SHRUB ROTATOR,121N POP-UP WITH 40 / CHECK VALVE I- --- a --- - •�;P Q HUNTER MP3500 PROS-I2-PR840-CV J//' SHRUB ROTATOR,121N.POP-UP WITH 40 ..• ••••••••• CHECK VALVE. MANUAL DRAIN + ,,,� ��,-• MANUFACTURER/MODE 1.38 33 _"- r„ b"� "'� �" ,,.:-. .:•:•:•: SYMBOL HUNTER I-20-06-MPR 25 UDESCRIP PS -- ,- TURF ROTOR,61N.POP-UP.DRAIN TION 451 ❑25 CHECK VALVE.MPR NOZZLE. ❑30 HUNTER I-20-06-MPR 30 ................ I TURF ROTOR,61N.POP-UP.DRAIN 45 I CHECK VALVE.MPR NOZZLE. 35 s ...., -......... 2 15.O ❑ HUNTER I-20-06-MPR 35 2" TURF ROTOR,SIN.POP-UP.DRAIN 45 CHECK VALVE.MPR NOZZLE. ISYMBOL MANUFACTURER/MODEUDESCRIPTION HUNTER ICZ-101-40-LF 0111111• ' • , IT PRESSURE .................. ..•.'. .................. x _ _ _ REGULATION:40 34.5 23 'I \ .... :•.........................: :•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•� :•;: �:' :: �' 30 33.7I DRIP CONTROL ZONEK o : .... - ... • PIPE TRA S TIONPPOINT FROM PVC .:.:. ••••••••••••••••. :•:•:•:•:•:•:•:•:•: ... LATERAL TO DRIP TUBING .::::::::::: ... ................: ., ............. ................. ..... _ _ NETAFIM To DRIP RING I i ................. ........®.........• .. .•.•.•.•.•.•.•.•..• - DRIP EMITTERS _ , AREA TO RECEIVE - -------- - - RAIN BIRD XB-PC 14.9 22 = 2" � 11 � _ Emitter Notes: 10PC emitters 1 assigned to each 1 al. 14 20.9 ( 9 9 2" ant) 20.7 8 � P - 'P3'WELL POINT � 10PC emitters 2 assigned to each 5 al. - ( 9 9 OF CONNECTION Iant 36 1.21 pp )) ' 20PC em ( 9 itters 2 assigned to each 2"Cal. i! 1" 'P3'CONTROLLER P ant 20P�emitters 2 assigned to each 2.5"Cal. IRS WEATHER STATION ant J 31 28.9 ;j plant) I 2" I J SYMBOL MANUFACTURER/MODEUDESCRIPTION 32 10.T HUNTER ICV-G 1-1/21N.21N.PLASTIC r ....: ••• 'P3'2"MAIN LINE,TYP. - 2" ELECTRIC REMOTE CONTROL VALVES - i' ..................................... . . 0 DRAIN VALVELU . / ♦♦� HUNTER A2C 75D M Q 75-STATION DECODER CONTROLLER IN ' 34.7 9 I P Z AN OUTDOOR GRAY WALL MOU ENCLOSURE Q O , HUNTER SOLAR-SYNC SOLAR,WIRED. Z I ♦"j /\ ' ® HUNTER HFS-150 FLOW SENSOR FOR A FS USE WITH ACC CONTROLLER L� 26.6 10 / W'P2 POINT OF CONNECTION Y - CENTRAL PARK WELL A I IRRIGATION LATERAL LINE:PVC s ...... �- SCHEDULE40 (D I b •••••••• / IRRIGATION MAINLINE:PVC SCHEDULE m ..I.....'.... 0 _ LATERAL LINE,TYP. I I 40 it DRIP(TREE),TYP. _ PIPE SLEEVE:PVC CLASS 200 SDR 21 8 N LU CONTROL VALVE Z z li TR ` J TYP. vema ou Cell t Q z o SPRAY HEAD,TYP. - - valve Number O s # Valve Fl. a ..... • : Valve 5'ze I #" p Q Z I 15 s• 5.14 Z d mz .......... ..:. = _ --- :... ,, --- -- -- - - --- - - -- - ----- - - - ----- .. m D - --- :'••• _ _ Or 11,1 bii it it DEBRA vet ANN-LESLIE 5'v • - - VALLEY COMMONS DR - - _ _ RO = _ 1 13 us 21 sw3 20 3v3 a.w 19 20.2 -, _ „. 18 34.0 35 3.96 "'"' 17 29.9 16 25.5 - S CENSf4 CENTRAL PARK WATER USAGE - 0=3 1 ALL RIGHTS RESERVED URBAN FARM PRELIMINARY PLAT WELL WATER USAGE CALCUATIONS Central Park Landscape Imgaticn&Pond Water Use PRELIMINARY PLAT TYPE QUANTITY UNITS GALLONS PER MONTH(GPMONTH) GPYEAR AC-FTYEAR JAN FEB MAR APRIL MAY JUNE JULY AUG SEPT OCT NOV DEC 02.10.2023 PROJECT CITY PARK'G'- CENTRAL BYIICHRS OFANELLI 1 Monthly EVT 0.00 0.00 2.17 3.41 4.65 5.10 6.43 5.27 4.20 2.79 0.00 0.00 DRAWN CHECKED BYROSA L404 IRRIGATION SYSTEM'P3' 1"=20' REVISIONS Landscape Irrigation(Assume May 16 thm Sep 30-City of Bozeman Standard) City W staring Window a!36 GPM-Word Case(July) Design Pond Volume 0 10' 20' 40' Turf 40,648 SF 0 61,146 138,598 174,742 143,218 114,140 0 872,492 2.08 HRSIWK 36 GPM REV 2:11.20.2023 Fescue 5,852 SF 0 5,869 13,302 16,771 13,746 10,955 0 66,495 0.20 ImDryland 51,710 SF 0 20,743 47,018 59,279 48,535 38,720 0 266,055 0.82 Water Usage GPMONTH GPWEEK Potential Designed Allowed" QUANI TY UNITS GALLONS AC-FT Overhead Spray 98,210 SF 0 87,758 198,918 250,793 2D5,549 163,815 0 1,005,043 3.08 O erI�d Spray 250,793 56,631 27.0 36.7 42.0 102,000 CF 763,013 2.34 NORTH SCALE:1"=20'-0" NonSpray(Drip) 22,800 5,148 25 28.3 - REF. Planter 540 SF 128 348 382 481 395 314 101 2,889 0.01 Pond, 85,368 19,277 9.2 9.2 Trees B4 EA 5,918 16,140 17,702 22,319 18,292 14,578 4,686 99,720 0.31 Total He 38.6 74.2 Non-Spray(Drip) 540 SF 6,046 16,489 18,084 22,8W 18,687 14,893 4,787 102,410 0.31 LANDSCAPE IRRIGATION SUBTOTAL 1,107,453 3.40 742 He are required in a week for supplemental water br the landscape&pond CENTRAL PARK NOTES Pond Augmentation Aveilahle HrsANk(24x7) 168 A. SEE L101 FOR GENERAL NOTES. Evaporation" 17,000 SF 6,862 6,976 11,052 13,W6 11,919 13,604 22,345 53,545 51,184 37,185 18,638 12,435 259,351 0.80 -DNRC e'eooration formula CITY PARK B. SEE L401 FOR ADDITIONAL INFORMATION. Starting Yr-2 annual 'G'- C. IRRIGATION SOURCE TO BE ON-SITE EXEMPT WELL ALSO pond exchange(1/yr)+ 67,400 CF 63,023 63,023 63,023 63,023 63,023 63,023 63,023 63,023 504,187 1.55 CENTRAL Pond 74,075 76,630 74,943 76,627 85,368 116,568 114,208 100,2D8 763,538 2.34 USED FOR POND,LOCATED EAST OF POND. PONDSUBTOTAL 763,638 z.s4 IRRIGATION EXEMPT W ELL ANNUAL USE TOTAL 1,870,881 5.74 L404 11.01.23 6a.56 W I� Un UFMMIMcnou��anr�n Ss Maen-o�re,alnOUruwuFMF_uair EX EMPT WELL ANNUAL USE ALLOWED 3,268,614 10.00 �11 e COMPETITION DR _ LAUREL PARKWAY IRRIGATION SCHEDULE ` SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL Cushing EXST I a UPLNTER CC ee II T I I„gyp HUNTER ICZ-101-40-LF vALLEvcoMMONs DR DRIP CONTROL ZONE KIT.11N.ICV GLOBE '. VALVE WITH 11N.HY100 FILTER SYSTEM. ® PRESSURE REGULATION:40 PSI.FLOW cushingterrell.com RANGE:.5 GPM-15 GPM. 150 MESH 800.757.9522 ° I a STAINLESS STEEL SCREEN. I _______--_) PIPE TRANSITION POINT ABOVE GRADE J PIPE PIPE TRANSITION POINT FROM PVC LATERAL SLEEVE,TYP. TRANSITION TO DRIP TUBING WITH RISER TO ABOVE LATERAL TYP. TO SURFACE, GRADE INSTALLATION. TYP. I` i AREA TO RECEIVE DRIP EMITTERS + +i RAIN BIRD XB-PC +++ I SINGLE OUTLET PRESSURE COMPENSATING + I " DRIP EMITTERS FLOW RATES OF 0.5 +\\ + \` - PH-BLA+ GPH BLUE 1 0 G CK AND 2.0 i ' II+ + + +i DRIP o d + GPH RED. COMES WITH A SELF PIERCING I EMITTER + + + + i I, BARB OUTLET. I1 I°„ 1I ° I I ING, ,.---�--�-----�----�----�--. PAR, IN�FFT X BA OU T. DRIP EMITTER I WATER ° WATERING,TYP. NP ml er O as: I 1 OPC emitters(1 assigned to each 1 gal.plant) SLEEVE,TYP. 1 OPC emitters(2 assigned to each 5 gal.plant) LATERAL LINE, °I 'I Ty 20PC emitters(2 assigned to each 2"Cal.plant) 20PC emitters(2 assigned to each 2.5"Cal.plant) - - -- ++ PIPE + SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL TRANSITION +++ O SURFACE, <I .A AIR RELIEF VALVE s T TYP. I I + +' I ID DRAIN VALVE I, + ++ BF WATTS 919QT 1" + + I BACKFLOW REDUCED PRESSURE ZONE + +++ �M2 WATER METER 1" IRRIGATION LATERAL LINE:PVC SCHEDULE J COMPETITION DR ° ++ a I Q IRRIGATION MAINLINE:PVC SCHEDULE 40 N LL - PIPE SLEEVE:PVC CLASS 200 SDR 21 / LLJ CITY LAUREL PKWY— I ------ z MEDIAN NORTH O ) + IIII 1\ L405 IRRIGATION SYSTEM'S7' 1" 20' I..: +III Valve Number \ \ # Valve Flow z 0 10' 20' 40' \ ILI� I �/ i rI / \ ° �VaNe Sze O NORTH SCALE:1"=20'-0" I� REF. I + Y �'I U) �1�i DRIP EMITTER I Iill s WATERING,TYP. �I III IIII Q II a w LL I z 1 'S1'WEATHER I Q z 1 SENSOR i. v` F_I 'ST DOMESTIC, _i Q 'Si' POINTOF . III Q CONTROLLER CONNECTION : Z CONTROL I 'I ( Q a VALVE,TYP. I m i 1 7A4 � J ---------- ----- p I I' N H -7----------------_ ED 0 ` II, 2 a.o5 a COO SLEEVE,TYP.J PIPE TRANSITION '\ °. TO SURFACE, 3 2.58 TYP. \\:{+ �I ,^ p a 'S1'1'MAINLINE, s v~2ANN-LESLIE�= - TYP. = RO = 2 64 i + ° n S a LAUREL PARKWAY MEDIAN WATER USAGE URBAN FARM ®2023 I ALL RIGHTS RESERVED \\ PRELIMINARY PLAT WELL WATER USAGE CALCUATIONS CITY LAUREL PKWY— Laurel Parkway Media"Landscape lmgah"n Water Usa / 3 \ MEDIAN SOUTH) PRELIMINARY PLAT TYPE QUANTITY UNITS GALLONS PER MONTH IGPMONTH) GPYEAR ACFTYEAR I ° JAN FEB MAR APRIL MAV JUNE JULV AUG SEPT OCT NOV DEC L405 IRRIGATION SYSTEM'S1' 1"=20' 02.10.2023 Monthly EVT 0.00 0.00 2.17 3.41 4.65 5.10 6.43 5.27 4.20 2.79 0.00 0.00 PROJECT#IOUTLAW_UFMP DRAWN BY I CHRISTOFANELLI Landscape Imigadon(Assume May 15 thru Sep 30-City of Bozeman Standard) CHECKED BY I ROSA and 0 SF 0 o a a o o a a o.Do REVISIONS Fescue 0 SF 0 0 0 0 0 0 0 0 0.00 REV 211.20.2023 DINT ImDryland D sF o 0 0 0 0 0 0 0 o.DO O�mead spay 0SF 0 0 0 0 0 0 0 0 owuOMESTIC,P OF CONNECTION, Planter W Trees 6,7W SF 1,595 4,352 4.]]4 6,018 4,9334 33,618 0.10 LAUREL PARKWAY NOTES —'P2'CONTROLLER N..-S Non-Sppnspaya ems) DEA D D D D o 3,931 o 1,26 D D 00 ay(Drip) 6,750 SF 1,596 4,352 4,]]4 6,018 4,933 3 1 ,931 1,264 33,618 0-10 A. SEE 1101 FOR GENERAL NOTES. —P2'WEATHER LANDSCAPE IRRIGATION SUBTOTAL 33,618 0.10 B. SEE L401 FOR ADDITIONAL INFORMATION. STATION City Watering Window at 10 GPM-Word(I(July) IRRIGATION SOURCE TO BE DOMESTIC LOCATED AT CENTER MEDIAN.SOURCE TO BE III HRS/WK 10 GPM METERED WITH BACKFLOW PREVENTION DEVICE. C. IRRIGATION SYSTEM TO BE MAINTAINED BY PROPERTY OWNER'S ASSOCIATION(PDA). Water Usago GPMONTH GPWEEK Potential Designed Alll Overhead spray 0 0 0.0 0.0 42.0 N"n-spray" 6,018 1,359 z.3 6.0 - CITY LAUREL Total H. 2.3 6.0 PARKWAY-MEDIAN I CITY LAUREL PKWY— 6.0Haaarequiadinawee1,forsupplama I—terbrthabndscape IRRIGATION E 2 MEDIAN CENTRAL Available HI(24x]) 168 VALLEY L405 IRRIGATION SYSTEM'S1' 1"=20' '3-Day I4 r water window(City of Bozeman standard)=42 h-1,roroverhead spay L 4 0 5 COMMONS DR "Non-Spay Ion can occuPP-M days of City Water Wnow foFerhea dr Od Spays ttatsa oa.ss PN I taounAw urNP'alNcnou�„nnrfans„edMd�-oreminouruw urNP ualultay Cushing Terrell WEST LINEAR/DOG PARK WATERING SCHEDULE CENTRAL PARK WATERING SCHEDULE cushingterrell.com 800.757.9522 NUMBER MODEL TYPE PRECIP INJWEEK MINJWEEK NUMBER MODEL TYPE PRECIP INJWEEK MIN./WEEK 1 HUNTER ICV-G SHRUB ROTARY 0.53 in/h 0.5 57 1 HUNTER ICV-G TURF ROTOR 0.75 in/h 1.5 120 2 HUNTER ICV-G SHRUB ROTARY 0.51 in/h 0.5 59 2 HUNTER ICV-G TURF ROTOR 0.79 in/h 1.5 115 3 HUNTER ICV-G SHRUB ROTARY 0.42 in/h 0.5 71 3 HUNTER ICV-G TURF ROTOR 0.82 in/h 1.5 110 4 HUNTER ICV-G SHRUB ROTARY 0.47 in/h 0.5 64 4 HUNTER ICV-G TURF ROTOR 1.06 in/h 1.5 86 5 HUNTER ICV-G SHRUB ROTARY 0.45 in/h 0.5 68 5 HUNTER ICV-G TURF ROTOR 1.16 in/h 1.5 78 6 HUNTER ICV-G SHRUB ROTARY 0.4 in/h 0.5 76 6 HUNTER ICV-G TURF ROTOR 0.96 in/h 1.5 94 7 HUNTER ICV-G SHRUB ROTARY 0.49 in/h 0.5 62 7 HUNTER ICV-G TURF ROTOR 1.01 in/h 1.5 89 8 HUNTER ICV-G SHRUB ROTARY 0.51 inlh 0.5 59 8 HUNTER ICV-G TURF ROTOR 1.18 inlh 1.5 77 9 HUNTER ICV-G SHRUB ROTARY 0.5 in/h 0.5 61 r 9 HUNTER ICV-G TURF ROTOR 0.81 in/h 1.5 112 10 HUNTER ICV-G SHRUB ROTARY 0.52 in/h 0.5 59 10 HUNTER ICV-G TURF ROTOR 0.7 in/h 1.5 129 11 HUNTER ICV-G SHRUB ROTARY 0.56 in/h 0.5 54 ¢ 11 HUNTER ICV-G TURF ROTOR 0.74 in/h 1.5 123 12 HUNTER ICV-G SHRUB ROTARY 0.48 in/h 0.5 64 w 12 HUNTER ICV-G TURF ROTARY 0.47 inlh 1.5 192 13 HUNTER ICV-G SHRUB ROTARY 0.48 in/h 1 124 = r 13 HUNTER ICV-G TURF ROTARY 0.46 in/h 1.5 196 14 HUNTER ICV-G SHRUB ROTARY 0.58 inlh 1 103 F L 14 HUNTER ICV-G TURF ROTARY 0.58 in/h 1.5 155 15 HUNTER ICV-G SHRUB ROTARY 0.48 in/h 1 127 < 15 HUNTER ICV-G TURF ROTARY 0.48 in 1.5 189 16 HUNTER ICV-G TURF ROTOR 0.76 in/h 1.5 118 j 16 HUNTER ICV-G SHRUB ROTARY 0.49 in/h 1 124 17 HUNTER ICV-G SHRUB ROTARY 0.43 in/h 0.5 71 17 HUNTER ICV-G SHRUB ROTARY 0.44 in/h 0.5 69 18 HUNTER ICV-G TURF ROTOR 0.77 in/h 1.5 117 w 18 HUNTER ICV-G TURF ROTOR 0.9 in/h 0.5 34 19 HUNTER ICV-G SHRUB ROTARY 0.43 in/h 0.5 70 z 19 HUNTER ICV-G TURF ROTOR 0.9 in/h 0.5 34 20 HUNTER ICV-G SHRUB ROTARY 0.49 in/h 0.5 61 N 20 HUNTER ICV-G TURF ROTOR 0.95 in/h 0.5 32 21 HUNTER ICV-G TURF ROTARY 0.64 in/h 1.5 141 w 21 HUNTER ICV-G SHRUB ROTARY 0.4 in/h 0.5 76 22 HUNTER ICV-G TURF ROTOR 0.66 in/h 1.5 137 22 HUNTER ICV-G SHRUB ROTARY 0.48 in/h 0.5 63 23 HUNTER ICV-G SHRUB ROTARY 0.45 in/h 0.5 68 w 23 HUNTER ICV-G TURF ROTOR 0.72 in/h 0.5 42 24 HUNTER ICV-G TURF ROTOR 0.88 in/h 1.5 103 Z 24 HUNTER ICV-G TURF ROTOR 0.92 in/h 0.5 33 TOTALS: 1981 O 25 HUNTER ICV-G TURF ROTOR 0.65 in/h 0.5 46 TOTAL HOURS 33 O 26 HUNTER ICV-G TURF ROTOR 0.89 inlh 0.5 34 PER WEEK: 27 HUNTER ICV-G TURF ROTOR 0.93 in/h 0.5 33 28 HUNTER ICV-G TURF ROTOR 1.01 in/h 0.5 30 29 HUNTER ICV-G SHRUB ROTARY 0.4 in/h 0.5 75 25 HUNTER ICZ-101-40-LF DRIP RING 0.32 in/h 2 377 30 HUNTER ICV-G TURF ROTOR 0.91 in/h 0.5 33 26 HUNTER ICZ-101-40-LF DRIP RING 0.32 in/h 2 377 31 HUNTER ICV-G TURF ROTOR 0.86 in/h 0.5 36 27 HUNTER ICZ-101-40-LF DRIP RING 0.32 in/h 2 377 32 HUNTER ICV-G TURF ROTOR 1.11 in/h 0.5 28 28 HUNTER ICZ-101-40-LF DRIP RING 0.32 in/h 2 377 TOTAL: 2203 TOTALS: 1504 TOTAL HOURS PER WEEK: 36.69 TOTAL HOURS 25 PER WEEK 33 HUNTER ICZ-101-40-LF AREA FOR DRIP EMITTERS 0.62 in/h 2 193 34 HUNTER ICZ-10140-LF DRIP RING 0.32 in/h 2 377 35 HUNTER ICZ-101-40-LF DRIP RING 0.32 inlh 2 377 36 HUNTER ICZ-101-40.LF DRIP RING 0.32 in/h 2 377 37 HUNTER ICZ-101-40-LF DRIP RING 0.32 in/h 2 377 VALLEY COMMONS WATERING SCHEDULE TOTALS: J TOTAL HOURS PER WEEK: 28.3 28.30 a NUMBER MODEL TYPE PRECIP INJWEEK MINJWEEK 1 HUNTER ICV-G SHRUB ROTARY 0.42 in/h 0.5 73 W 2 HUNTER ICV-G TURF ROTOR 0.86 in/h 0.5 35 Q 3 HUNTER ICV-G TURF ROTOR 0.86 in/h 0.5 36 Z / 4 HUNTER ICV-G TURF ROTOR 0.75 in/h 0.5 40 Q O 5 HUNTER ICV-G SHRUB ROTARY 0.46 in/h 0.5 65 6 HUNTER ICV-G TURF ROTOR 0.72 in/h 1.5 125 Z 7 HUNTER ICV-G TURF ROTARY 0.41 in/h 1.5 220 8 HUNTER ICV-G TURF ROTOR 0.73 in/h 0.5 41 0 9 HUNTER ICV-G TURF ROTOR 0.88 in/h 0.5 35 a 10 HUNTER ICV-G TURF ROTOR 0.95 in/h 0.5 32 11 HUNTER ICV-G TURF ROTOR 1.12 in/h 1.5 81 } 12 HUNTER ICV-G TURF ROTARY 0.44 in/h 0.5 69 Y 13 HUNTER ICV-G TURF ROTOR 1.12 in/h 0.5 27 14 HUNTER ICV-G TURF ROTOR 0.88 in/h 0.5 35 15 HUNTER ICV-G TURF ROTOR 0.97 in/h 0.5 31 (D 16 HUNTER ICV-G SHRUB ROTARY 0.44 in/h 0.5 69 m 17 HUNTER ICV-G TURF ROTOR 1.02 in/h 0.5 30 18 HUNTER ICV-G TURF ROTOR 0.88 in/h 0.5 35 a 19 HUNTER ICV-G TURF ROTOR 0.75 in/h 0.5 40 20 HUNTER ICV-G TURF ROTARY 0.42 in/h 1.5 216 LL 21 HUNTER ICV-G TURF ROTOR 0.95 in/h 1.5 96 Z w 22 HUNTER ICV-G SHRUB ROTARY 0.46 in/h 0.5 66 Z 23 HUNTER ICV-G TURF ROTOR 0.76 in/h 0.5 40 F + 24 HUNTER ICV-G TURF ROTOR 0.85 in/ 0.5 210 z ry 25 HUNTER ICV-G TURF ROTOR 0.81 in/h 1.5 36 Z 26 HUNTER ICV-G TURF ROTARY 0.43 in/h 1.5 210 0 27 HUNTER ICV-G SHRUB ROTARY 0.44 in/h 0.5 69 a 28 HUNTER ICV-G TURF ROTOR 0.78 in/h 1.5 116 Z �i 29 HUNTER ICV-G TURF ROTOR 0.92 in/h 0.5 33 > M/� 30 HUNTER ICV-G TURF ROTOR 0.87 in/h 0.5 35 J W 31 HUNTER ICV-G SHRUB ROTARY 0.39 in/h 0.5 77 LJ 32 HUNTER ICV-G SHRUB ROTARY 0.42 in/h 0.5 72 N 33 HUNTER ICV-G SHRUB ROTARY 0.43 in/h 0.5 70 m 0 34 HUNTER ICV-G TURF ROTOR 1.11 in/h 0.5 28 TOTAL: 2378 TOTAL HOURS 40 PER WEEK: 35 HUNTER ICZ-101-25 DRIP RING 0.32 in/h 2 377 \\�PD F.RA'HO/y9 36 HUNTER ICZ-101-25 DRIP RING 0.32 in/h 2 371 Z 37 HUNTER ICZ-101-25 DRIP RING 0.32 in/h 2 377 ;0. ANN-LESLIE ='y 38 HUNTER ICZ-101-25 DRIP RING 0.32 in/h 2 377 RO 39 HUNTER ICZ-101-25 DRIP RING 0.321n/h 2 377 = 64 40 HUNTER ICZ-101�0-LF DRIP RING 0.32 in/h 2 377 c TOTALTOTALS: 2250 HOURS 37.5 PER �ii77`rCq Ee ARG�\�� ®W23 1 ALL RIGHTS RESERVED PRELIMINARY PLAT 02.10.2023 PROJECT#IOUTLAW UFMP DRAWN BY I CHRISTOFANELLI CHECKED BY IROSA REVISIONS REV 2:11.20.2023 IRRIGATION RUN-TIMES L450 11.01.v %Pu IL.,Ouruw uPmPsimcnm�.oen�nxoeei.gioo-w.reinounaw uPUP_Laoua,,.ewp APPENDIX E: MEMO FROM POND El CONSULTING URBAN .. PARKS . ■ ■ . POND AND STREAM CONSULTING, INC. 626 Ferguson Ave.,Suite 1,Bozeman,MT 59718 Phone(406)522-4056 in1o0pondandstream.com Memorandum To: Tom Berkley/Outlaw Real Estate Partners (Outlaw) Cc: Jace Bovington/Outlaw From: Alex Fox/Pond and Stream Consulting, Inc. Date: October 25, 2023 Re: Urban Farm Pond As requested, this memo provides a brief discussion of facilities and maintenance associated with the proposed Central Park Pond at Urban Farm. The intent of this memo is to alleviate concerns regarding potential impact to adjacent resources (ground and surface water) and describe anticipated maintenance of the pond(augmentation, elevation control and outflow, and vegetation management). Permitting The pond use will adhere to the groundwater certificate as approved by the Montana Department of Natural Resources and Conservation (DNRC) and the project will comply with all Federal, State and Local permitting requirements, including those set forth by Montana Fish, Wildlife and Parks (FWP) via their Non-Commercial Private Fish Pond License (PPL) permitting process. As required by FWP and utilizing the secured water right, the Owners will apply for a PPL to allow stocking of approved fish species (rainbow or cutthroat trout). This application will require that the groundwater certificate for the well in question lists "fishery" as a beneficial use and that the pond is adequately screened to "prevent escape of stocked fish". Based on the existing groundwater certificate, its listed beneficial use of "fishery" and proposed outflow(reinjection), securing the PPL will be a formality. The Owner's ability to provide a trout fishery in the proposed pond will dissuade the "public" from introducing unwanted species, as a viable fishery will exist. Further, if in the case of introduction of unwanted species, the pond's lack of proximity to perennial surface water and its installed screening mechanism will effectively make escape of ggy species (legally stocked, or illegally introduced)impossible. Pond Augmentation and Overflow To optimize biologic production and integrity, the lined pond will be consistently maintained at its design water surface elevation (DWSE) via augmentation using groundwater from the drilled well. This groundwater will be introduced to the pond approximately five feet below DWSE on a predetermined schedule using an installed time switch and appropriate valving. Groundwater will be introduced to the pond with the intent of providing optimized biologic conditions for maintenance of a viable trout fishery, while adhering to the conditions set forth by the DNRC via the groundwater certificate (water right 41H 30158959) for the drilled well. Augmentation will offset the annual evaporative loss from the water feature and provide for exchange of just under one half the pond's volume over the course of the year. Based on the dimensions of the pond, along with its proposed maximum and average depths, and considering the legal availability of water from the drilled well, introduction of groundwater as described will provide conditions appropriate for stocking and overwintering of a reasonable population of rainbow or cutthroat trout. C1User ,W Foftnd and SO—D pb,x\Company Far Tin,1 Urban Farm pond memo 10-25-23.6c Central Park Pond at Urban Farm—Permitting, Maintenance and Management October 25, 2023 The intermittent overflow of the pond will be directed through an AgriDrain inline water level control structure and reinjected utilizing an engineered infiltration basin or drainfield. To eliminate concerns with thermal effect to adjacent groundwater, outflow will be taken from a depth of approximately five feet below DWSE, thereby ensuring discharge of cool overflow from near the pond's "thermocline". The temperature of this outflow is anticipated to fluctuate between 48 and 52 degrees Fahrenheit and should be nearly identical in temperature to the area's groundwater. This combined with the lack of surface water connection between the pond and area streams will eliminate the possibility of adverse impacts to instream flows and/or adjacent fisheries. Vegetation Management and Aeration Pond construction will employ all techniques available (e.g. high average depth, limited shallow water, shoreline development using appropriate wetland plants and aeration) to limit growth of nuisance vegetation (algae and rooted aquatic macrophytes). As the proposed pond will be filled and maintained using exempt groundwater from the nearby well, nutrients inherent in its inflow will be identical to the groundwater receiving the outflow of the pond. Care will be taken to minimize intentional nutrient introduction to the body of the pond and fertilizers, aquatic herbicides and algaecides will be expressly prohibited for use in and/or on the pond or its adjacent landscape. Additionally, aeration will be employed to both ensure overwintering of stocked trout, and to minimize growth of nuisance aquatic by reducing anaerobic conditions in the pond via introduction of ambient air at depth during certain times of the year. This aeration will be conducted using an installed time switch to provide for nighttime aeration during warmer months (typically mid-May through late September) and consistent aeration the balance of the year. Typical Cross Section-Wetland Edge Treatment and Pond Backfill Central Park Pond-Urban Farm s (Not to Scale) 9 Key /Trench ♦ Perimeter S ooe alvageNlmpd Topsoil andbr Sod ee B(S Note 1) r Imported Welland Mnerial(See Now 2) At (minimum elevmian=4506,S) I. Vames(See tale 2) _ _ sal ragd soil d Li—Kc�I—h V.— 4M0 (See Nele l) PmpaylPad Viar Aufs:e6@xaian=at24.3 .,1-1Pxal VAJan1 SW0m1e lb atiWn^1L1.2 Salvasad'Mportd Topeoil 3 Feel (See Note 1) 1 E—.d Key Trendy I I.0 Fe.(minlmam) 6.5 Fon I 3 Eight oonce4 yard nonwoven 0mMxtile (roµen Gpole:c 901 or equivalent) �S b salvased Fill 60-mi1 High-Densily Polyetlrylene Liner (See Note l) i I p� r; 1�0axdmnxesapaean pvfamafamxie,fillmmaWadaywfe Gv Ladfil11p1on ya.J)�iw xiNin Ne prgxsnl poN'xpvmexaxaimfw/an.hxillMresxary to iJmfi nix vewialad ra.:tpiY Wn�is a3ar,aa Ra pwalhdfill at toe (�� 2.a.a dadr�,:,ma U l+emmmaw�al„>Niwr re.x>ew.em.../drmau<.mnw w:p.ail.xim�..iul,par,Ima.ano,P,.nawm.im ua i,monliar.rm rwa,w,ma arem,.Pru ual..lb®en,...ul l�daremin�3rm,ire dmiaa l•,,.i.a impl�r.,em. nllelc..i,w p,..i,aa anx.am lend,mad.tmn.,uwixlwamxim aw tga,�,w.a.,au,m uinn„pn as afn,n soa l.avltdd5l\. C:\UsersWlexFox\Pond and Stream Drapbox\Company Data\PSC\Projects\Urban Farms\Finel Udran Farm pond memo 10-25-23.doc 2 Central Park Pond at Urban Farm—Permitting, Maintenance and Management October 25, 2023 Summary To summarize, the proposed pond use (pond size and water use) at Urban Farm will adhere to the groundwater certificate as approved by the DNRC (Water Right 41H 30158959) and the project will comply with all Federal, State and Local permitting requirements, including those set forth by FWP via their PPL permitting process. Additionally, construction and maintenance of the feature will be conducted in an effort to minimize long-term maintenance concerns and minimize opportunities for deleterious effects to adjacent aquatic resources Please feel free to contact me if you have any questions, or if I can provide clarifications or additional information. Thank you and I look forward to speaking with you soon. Sincerely, QV Alex Fox Principal/Resource Engineer C1User ,W F,Pond aid Stream D pb,x\C,.p,y D,tz SC\Projects\Urban F,.,\Final Urban F,.p,.d memo 10-5-3.d,, 3 Nicole Olmstead From: Ross Knapper <rknapper@BOZEMAN.NET> Sent: Wednesday, November 15, 2023 12:12 PM To: Nicole Olmstead; Danielle Garber Cc: Jacob Doesschate;Thomas Berkley;Jace Bovington; Art Malito; alex@pondandstream.com Subject: RE: [EXTERNAL]#23039 OF Pond Information memo Attachments: ATT00001.txt; ATT00002.htm Hi Nicole, Thanks for providing the memo.The information provided is sufficient to proceed with preliminary plat review. Both Parks and Planning will have code conditions and conditions of approval related to the pond for final plat approval, including but not limited to full pond design and construction drawings; a water quality analysis; and receipt of additional required permits. Ross Knapper I Park Planner City of Bozeman I Parks and Recreation Department P.O. Box 1230 1 Bozeman, MT 59771 1 406-582-2339 Pronouns:He/him engage.bozeman.net/pratplan From: Nicole Olmstead <NicoleOlmstead@cushingterrell.com> Sent:Wednesday, November 8, 2023 6:45 PM To: Danielle Garber<DGarber@BOZEMAN.NET>; Ross Knapper<rknapper@BOZEMAN.NET> Cc:Jacob Doesschate<idoesschate@BOZEMAN.NET>;Thomas Berkley<tom@theoutlawpartners.com>;Jace Bovington <jace@theoutlawpartners.com>; Art Malito<artmalito@cushingterrell.com>; alex@pondandstream.com Subject: [EXTERNAL]#23039 OF Pond Information memo CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Danielle & Ross- Please see the attached memo from the pond consultant,Alex Fox of Pond and Stream Consulting. As discussed, we are sending this memo ahead of the submittal package in order to provide you with additional time to review its contents. You will find that he memo includes additional information on permitting, augmentation and overflow and vegetation management and aeration for the pond.This information is submitted to respond to a number of comments and questions received during the last city review. In addition to this memo, we also plan to send an updated water use calculations and additional information on overflow infiltration design with the next preliminary plat submittal that should also illuminate the plan for the pond. Please take a look at the information contained in the memo and let us know if you have any questions. As you know we are working hard to ensure that we receive "sufficiency' with this next submittal in order to move the application forward. We appreciate your help. i Thanks Nicole Olmstead Project Manager I Urban Planner 406.922.7128 1 cushingterrell.com 2