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HomeMy WebLinkAbout009 - Water Rights Information and Adequacy Report6814 GREENWOOD AVE N T 206.522.9510 SEATTLE, WA 98103 WWW.PACLAND.COM February 23, 2026 Revised: 6/04/2026 SUBMITTED VIA EMAIL City of Bozeman 121 N Rouse Ave Bozeman, MT 59715 Subject: Bozeman Discount Tire 5889 E Valley Center Road Bozeman, MT 59718 Water Adequacy Report Narrative Description The proposed development is in the City of Bozeman, Montana, and is bordered to the north by an existing commercial motel and surface parking lot, on the south by a second existing commercial motel and surface parking lot, on the east by a southbound off-ramp from I-90 and on the west by East Valley Center Road. The property is zoned B-2 (Community Business District) and is located on Lot 1 of minor subdivision No. 358B, Parcel TaxID RFG52005. The property is approximately 2.5 acres and is generally undeveloped except for a private driveway/access road along the west side. Existing easements encumbering the property include, a 30-foot sewer, water and access easement and a 50-foot mutual access easement on the north side of the site, a 30-foot sewer pipeline easement and a 20-foot wide utility easement on the east side of the site, a 12-foot pedestrian access easement and a 20-foot utility easement on the west side of the site and a 30-foot joint access easement and a 20-foot water pipeline access easement in the middle of the site. The project involves construction of an approximately 7,300 square foot commercial tire sales store (Discount Tire) with associated driveways, drive aisles, parking, sidewalks, landscaping, utilities, and stormwater management facilities. The existing 24-ft wide private driveway will be removed, realigned and replaced. A new 8’ wide asphalt trail will be constructed west of the proposed private driveway adjacent to E. Valley Center Rd. This report will demonstrate how the project will achieve water adequacy in the City of Bozeman. The city provides an expected usage/availability per the type of development, which is being constructed, and the developer is to provide the development’s water conservation efficiency given the fixtures, appliances, irrigation type, and plant types expected to be on the site. The following sections of this report outline the city’s usage expectation, the infrastructure expected to be implemented on the site to offset the expected demand through means conservative usage or eco-friendly design. In combination with the proposed means of water conservancy, the fee required to be covered for the cash in lieu of water rights as outlined in section 38.220.060.A.9.a. of the Bozeman Municipal Code will be utilized. 6814 GREENWOOD AVE N T 206.522.9510 SEATTLE, WA 98103 WWW.PACLAND.COM City of Bozeman’s Expected Water Usage from the Site: Per the City of Bozeman the expected water demand from the proposed development is 135 gals per day for the average demand. Per the irrigation plans and provided calculations, the irrigation system will demand 266,708 gallons based on a 26 week watering season. Discount Tire – Bozeman, MT – Water Demand Calculations Average demand: Per City of Bozeman Design and Construction Standards Table 4.2.2: Discount Tire is classified as zone B-2, average daily demand per acre is 614 gpad. The indoor demand is 0.22 acre-feet. 0.22 x 614 gpad = 135 gallons per day Maximum Demand: Per City of Bozeman Design and Construction Standards Table 4.2.6: Maximum Day Demand Peak Factor is 2.3 135 gallons (ADD) x 2.3 peak factor = 311 gallons per day Average Day Demand: 135 gallons per day Maximum Day Demand: 311 gallons per day Proposed Site Water Usage: The sites water calculations are shown on the plans sheets in Appendix A. Per the Basis for Design Water Calculations on sheet P0.01, the peak demand for the building is 53GPM while external demand from the irrigation system, per sheet L2.01, is 45.1 GPM. The landscape plans show a variety of plantings intended to thrive with as minimal irrigation demand as possible. The site’s water delivery will come from the City’s watermain that transitions across the proposed developments site. It is expected that the infrastructure on the site is of sufficient structural integrity and can provide the site water as it is in the field. The connection to the existing water main will consist of a tee tap connection to the fire system and a connection to the domestic water line. There are no existing water service connections on the site, all connections are non-existent therefore any infrastructure on the site will be newly installed. 6814 GREENWOOD AVE N T 206.522.9510 SEATTLE, WA 98103 WWW.PACLAND.COM Appendix A - Plans ΔGAS SS SS SS SS SS SS SS SS SS T T T T T T T TTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTE E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTE E E W W W W GGGGGGGGGGGGGGSDSD ΔΔWWWSSSSWWW/////////Δ6814 Greenwood Ave. N.Seattle, WA 98103T (206) 522-9510WWW.PACLAND.COMKnow what'sbelow.before you dig.CallR P3.003P2.001P2.02P2.03P3.0042"G4"P1.003SEE ENLARGED PLANTHIS SHEET FORWORK THIS AREA---P1.0 P2.001GG FPHB4"GRW RW(OF)G RW RW(OF)GGG GGSEE GAS DIAGRAMFOR FURTHER INFO---P1.1 ---P0.1 ΔSS SS SS SS SS SS SS SS SS SS T T T T T T T TTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTE E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTE E E W W W W GGGGGGGGGGGGGGSDSD WWWSSSSSSWWWWWWWWWW/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////ΔGAS3' MULCH RINGS4" DEPTHFRONTAGE TRAILBY OTHERLAWN AREABOUNDARYOPEN SPACECONNECT TOEXISTING TRAIL5' WIDE TRASHENCLOSURE BUFFERSHRUB AREABOUNDARYZONING: B-2 COMMUNITY BUSINESS DISTRICT. "AUTOMOBILE REPAIR"TOTAL PARCEL SITE AREA = 109,019 SFBUILT OR HARDSCAPED AREA= 63,355 SFREQUIRED LANDSCAPE COVERAGE (.6 x 63,355 SF)= 36,887 SFTOTAL LANDSCAPED AREA= 45,664 SF TOTAL LAWN AREA= 14,386 SFSHRUB AREA = 31,278 SFONE TREE REQUIRED PER 1,600 SF OF LANDSCAPED AREATREES REQUIRED (36,887/1,600)= 23TREES PROPOSED = 23 (MEETS REQUIREMENT)ONE LARGE CANOPY TREE PER 50 LINEAR FEET OFTOTAL STREET FRONTAGE(313 LF)LARGE CANOPY TREES PROPOSED= 6(MEETS REQUIREMENT)REQUIRED PARKING LOT LANDSCAPE20 SF LANDSCAPE / 1 PARKING SPACE20 SF x 51 PARKING SPACES= 1,020 SFPROPOSED PARKING LOT LANDSCAPE = 2,400 SF(EXCEEDS REQUIREMENT)DATE:NUMBER:PROJECT:DISCOUNT TIRE - BOZEMANMay 14, 2026LLA0644.25TITLE:DESIGN:MJLDRAWN:ZACHECKED:MJLSHEET:SCALE:DISCOUNT TIRE 5889 E VALLEY CENTER ROAD BOZEMAN, MT PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402 253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:MOGHAN LYONLICENSED LANDSCAPE A RCHITEC T ST A T E OF MONTANACONCEPTUALREVIEW SET(CONR)L1.00LANDSCAPEPLANGraphic Scale: 1" = 20'-0"1" = 20'-0"010'20'40'80'NOTE:Prior to commencing any work, the applicant must contact the Water Conservation Division to schedule apre-installation meeting. The pre-installation meeting will address the following:1)The approved landscape and irrigation plan and requirements of this Manual;2)Timing of required inspections including the final inspection to obtain a certificate of completion;3)Soil amendment requirements and the process for approval of installed soil, including the partyresponsible for soils inspection;4)Discussion of the day and hours for irrigation scheduling after installation;5)The process required for making changes to the approved landscape and irrigation plan; and6)Installation of landscaping and irrigation according to the approved landscaping and irrigation plan andrequirements of this Manual, which is required to receive a final certificate of occupancy or releasing asecurity as provided by an improvement’s agreement. The pre-installation meeting must include allcontractors responsible for the installation of the landscape and irrigation systems. LANDSCAPE CODE REQUIREMENTSZONING: B-2 COMMUNITY BUSINESS DISTRICT. "AUTOMOBILE REPAIR"TOTAL PARCEL SITE AREA = 109,019 SFBUILT OR HARDSCAPED AREA= 63,355 SFREQUIRED LANDSCAPE COVERAGE (.6 x 63,355 SF)= 36,887 SFTOTAL LANDSCAPED AREA= 45,664 SF TOTAL LAWN AREA= 14,386 SFSHRUB AREA = 31,278 SFONE TREE REQUIRED PER 1,600 SF OF LANDSCAPED AREATREES REQUIRED (36,887/1,600)= 23TREES PROPOSED = 23 (MEETS REQUIREMENT)ONE LARGE CANOPY TREE PER 50 LINEAR FEET OFTOTAL STREET FRONTAGE(313 LF)LARGE CANOPY TREES PROPOSED= 6(MEETS REQUIREMENT)REQUIRED PARKING LOT LANDSCAPE20 SF LANDSCAPE / 1 PARKING SPACE20 SF x 51 PARKING SPACES= 1,020 SFPROPOSED PARKING LOT LANDSCAPE = 2,400 SF(EXCEEDS REQUIREMENT)LANDSCAPE SPECIFICATIONS & NOTES1.SCOPE OF WORKa. The landscaping work is part of a larger site project resulting in disturbance to the site, landscape. As such, thelandscape contractor shall coordinate all work with the general contractor, both before any construction begins, andduring the course of construction.2. MATERIALSa. Topsoil. Topsoil shall be a 3 way blend of the following products; sandy loam, topsoil and organic compost. 40/40/20.b. Mulch. Mulch shall be dark medium bark mulch, applied to a 3” minimum depth on all beds, excluding retention pondsand otherwise noted. Public boulevard trees to have a 3’ diameter wood mulch ring 3”-4” in depth.c. Fertilizer. Agraform 21-gram tablet time release fertilizer shall be used in all plantings. Place 1 for each ground cover, 2for each shrub and 4 for each tree. They shall be placed in the plant pits as detailed. Also, top dress all plants with asuitable 'starter' fertilizer.d. Tree Stakes. Tree stakes shall be 2” diameter x 8' length Lodgepole pine. Fasteners shall be 1” PVC Chain-Lock,placed as detailed.3. SOIL PREPARATIONa. Prior to any landscape work, contractor shall remove, or have removed, all debris from the other building trades fromthe landscape surfaces. NO landscape work shall commence until the areas are cleared of other trades debris.b. Cultivate the existing ground surface to a minimum depth of 8” and remove all rocks over 1”, existing roots and otherdebris.c. Fine grade the subgrade to adjoining surfaces in preparation of adding specified topsoil.d. Beds. Place a minimum of 8” of specified topsoil on all beds and till or cultivate the topsoil a minimum depth of 10”.Remove all rock and debris which may surface. Finished grade of topsoil shall be 2.5” below adjoining paved surfaces,allowing 2” for mulch. Therefore, finished grade shall be 1/2" below paved surfaces.4.PLANTING OF TREES, SHRUBS AND GROUNDCOVERSa. Contractor responsible to verify quantities.b.Contractor is to confirm that all beds are prepared and ready for planting, without interference with other trades.c. Layout all plants as per plan and approval by the Owner's Rep, making sure the plants are orientated to give bestappearance to the viewer.d. Street Trees shall all include root barriers to mitigate root disturbance of utilities, sidewalks, etc. Root Barrier shall beDeep UB 24-2 Surround, or similar. Refer to manufacturer's recommendations for installation.e.Root Pit plant all plants into prepared soil and plant per the details. While planting, water the plants into the plant pitsthoroughly soaking the root balls and soil. Place fertilizer tablets as specified, filling plant pits with specified topsoil. Topdress fertilize when completed.f.Shrubs shall be a minimum of 18 inches high at the time of planting. Shrubs and groundcover shall be planted to attaincoverage of 90% of the planting area within 3 years.5. IRRIGATIONa.Irrigation design shall comply with City of Bozeman Landscape and Irrigation Performance and Design StandardsManual section 3.3.b.Lawn Areas shall use Spray irrigation. Landscape Beds shall use drip irrigation for trees, shrubs and groundcoversc.Planting and Irrigation design shall be based upon the prescriptive landscape design requirements per the City ofBozeman Landscape and Irrigation Performance and Design Standards Manual6. WARRANTYa.All landscaping shall be warranted for one year from FINAL ACCEPTANCE. Plants requiring replacement shall be ofthe original variety and size as specified herein.SYMBOLBOTANICAL NAMECOMMON NAMEQTYSIZECONTNATIVE/ADAPTEDHEIGHT/SPREADSFREMARKSTREESAMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'AUTUMN BRILLIANCE APPLE SERVICEBERRY3B & B1.5" CAL25' X 20'LOW WATER USECELTIS OCCIDENTALISCOMMON HACKBERRY5B & B1.5" CALNATIVE50' X 45'LOW WATER USEJUNIPERUS SCOPULORUMROCKY MOUNTAIN JUNIPER4B & B6` MIN. HT.NATIVE30' X 15'50VERY LOW WATER USE,PINUS FLEXILIS 'VANDERWOLF'S PYRAMID'VANDERWOLF'S PYRAMID LIMBER PINE2B & B6` MIN. HT.NATIVE50' X 25'50VERY LOW WATER USE.QUERCUS MACROCARPABURR OAK3B & B1.5" CALNATIVE70' X 70'VERY LOW WATER USE.TILIA MONGOLICA 'HARVEST GOLD'HARVEST GOLD LINDEN6B & B2" CAL30' X 25'LOW WATER USESYMBOLBOTANICAL NAMECOMMON NAMEQTYSIZECONT.NATIVE/ADAPTEDHEIGHT/SPREADSFREMARKSSHRUBSARTEMISIA LUDOVICIANAWHITE SAGEBRUSH422 GALPOTNATIVE3' X 3'7VERY LOW WATER USECHAMAEBATIARIA MILLEFOLIUMFERNBUSH142 GALPOT8' X 8'50VERY LOW WATER USE.ECHINACEA ANGUSTIFOLIANARROW LEAF CONEFLOWER2352 GALPOTNATIVE2' X 2'3VERY LOW WATER USEJUNIPERUS SCOPULORUM 'WICHITA BLUE'WICHITA BLUE JUNIPER155' HTB&B3' X 12'7LOW WATER USERIBES AUREUMGOLDEN CURRANT592 GALPOTNATIVE6' X 6'28VERY LOW WATER USE.ROSA WOODSIIWOODS' ROSE652 GALPOTNATIVE5' X 6'28VERY LOW WATER USE.SHEPHERDIA ARGENTEASILVER BUFFALOBERRY252 GALPOTNATIVE8' X 8'50VERY LOW WATER USE.SYMPHORICARPOS ALBUSCOMMON SNOWBERRY1612 GALPOTNATIVE5' X 6'28LOW WATER USESYRINGA PATULA 'MISS KIM'MISS KIM KOREAN LILAC262 GALPOT6' X 5'19LOW WATER USEGROUND COVERSARCTOSTAPHYLOS UVA-URSIKINNIKINNICK2901 GALPOTNATIVE.5' X 3'7LOW WATER USE.LUPINUS ARGENTEUSSILVERY LUPINE2431 GALPOTNATIVE2' X 2'3VERY LOW WATER USE.MAHONIA REPENSCREEPING MAHONIA1231 GALPOTNATIVE2' X 3'7LOW WATER USE.PENSTEMON STRICTUSROCKY MOUNTAIN PENSTEMON401 GAL.POT2' X 2'3LOW WATER USESYMBOLBOTANICAL NAMECOMMON NAMEQTYCONTREMARKSGROUND COVERSTURF HYDROSEED LOW WATER USELAWNDRY MIX CIRCLE S SEEDS14,396 SFSEEDSHEEP FESCUE : 33%CANADA BLUEGRASS : 33%HARD FESCUE : 33%CONTACT : 406-285-3269PLANT SCHEDULEDATE:NUMBER:PROJECT:DISCOUNT TIRE - BOZEMANMay 14, 2026LLA0644.25TITLE:DESIGN:MJLDRAWN:ZACHECKED:MJLSHEET:SCALE:DISCOUNT TIRE 5889 E VALLEY CENTER ROAD BOZEMAN, MT PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402 253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:MOGHAN LYONLICENSED LANDSCAPE A RCHITEC T ST A T E OF MONTANACONCEPTUALREVIEW SET(CONR)L1.01PLANTSCHEDULE ANDNOTESNTS ΔSS SS SS SS SS SS SS SS SS SS SS T T T T T T T TTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTE E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTE E E W W W W GGGGGGGGGGGGGGSDSD WWWSSSSSSWWW4650465546554655 4655 465546554655 /////////////////////////////////////////////////////////////////////////////////////////////////// /// ///4650465546554655 4655 465546554655 SS SS SS SS SS SS SS SS SS SS SS T T T T T T T TTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTE E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTE E E W W W W GGGGGGGGGGGGGGSDSD WWWSSSSSSWWWWWWWWWW/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////////////////////////////////////////////////////////////////////////ΔGASMBFC2"534.22"623.02"732.52"833.72"930.72"1030.12"IRRIGATION CONTROLLERFINAL LOCATIONSELECTED BY OWNERIRRIGATION POINT OFCONNECTION323.62"114.12"215.02"420.42"Solar SyncSoil ClickCONNECTION POINT FORWINTERIZATION113.2112"1322.31"1420.61"151.26112"1213.62"MXX1"1"34"1"1"114"1"114"114"114"114"34"112"112"112"34"112"114"112"34"114"114"1"34"DATE:NUMBER:PROJECT:DISCOUNT TIRE - BOZEMANMay 14, 2026LLA0644.25TITLE:DESIGN:MJLDRAWN:ZACHECKED:MJLSHEET:SCALE:DISCOUNT TIRE 5889 E VALLEY CENTER ROAD BOZEMAN, MT PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402 253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:MOGHAN LYONLICENSED LANDSCAPE A RCHITEC T ST A T E OF MONTANACONCEPTUALREVIEW SET(CONR)L2.00IRRIGATIONPLANGraphic Scale: 1" = 20'-0"1" = 20'-0"010'20'40'80'NOTE:Prior to commencing any work, the applicant must contact the Water Conservation Division to schedule apre-installation meeting. The pre-installation meeting will address the following:1)The approved landscape and irrigation plan and requirements of this Manual;2)Timing of required inspections including the final inspection to obtain a certificate of completion;3)Soil amendment requirements and the process for approval of installed soil, including the partyresponsible for soils inspection;4)Discussion of the day and hours for irrigation scheduling after installation;5)The process required for making changes to the approved landscape and irrigation plan; and6)Installation of landscaping and irrigation according to the approved landscaping and irrigation plan andrequirements of this Manual, which is required to receive a final certificate of occupancy or releasing asecurity as provided by an improvement’s agreement. The pre-installation meeting must include allcontractors responsible for the installation of the landscape and irrigation systems. 1.THE CONTRACTOR IS TO INSTALL AN AUTOMATIC IRRIGATION SYSTEM THAT WILL PROVIDE 100% COVERAGE FOR ALL LANDSCAPED AREAS.2.REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS.3.MEET ALL APPLICABLE LOCAL AND MUNICIPAL CODES FOR WORK NECESSARY IN IRRIGATION SYSTEM INSTALLATION.4.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, AND USE/SALES TAXES APPLICABLE TO THIS PROJECT.5.VERIFY ALL SITE INFORMATION PRIOR TO CONSTRUCTION.6.NOTIFY OWNER/LANDSCAPE ARCHITECT OF ANY DISCREPANCIES FROM PREPARED IRRIGATION PLANS.7.LOCATE ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO UNDERGROUND UTILITIESCAUSED BY INSTALLATION OF IRRIGATION SYSTEM.8.CONTRACTOR IS TO REFER TO AND COORDINATE IRRIGATION SYSTEM INSTALLATION WITH LANDSCAPE PLANS. AVOID CONFLICTING LOCATIONS BETWEENPIPING AND LANDSCAPE MATERIAL, EDGING, ETC.9.TAP LOCATION ON PLAN IS SCHEMATIC, CONTRACTOR IS TO VERIFY LOCATION AND COORDINATE WITH OWNER AND ALL OTHER DISCIPLINES.10.CONTRACTOR IS TO PROVIDE ALL NECESSARY PIPE, VALVES, ETC. DOWNSTREAM FROM POINT OF CONNECTION NOT INSTALLED BY OTHER DISCIPLINES.11.CONTRACTOR IS TO VERIFY AVAILABLE PRESSURE AND FLOW AT POINT OF CONNECTION PRIOR TO INSTALLATION OF IRRIGATION SYSTEM EQUIPMENT ANDNOTIFY LANDSCAPE ARCHITECT WITH VERIFICATION FIGURES. FAILURE TO NOTIFY LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR TAKINGRESPONSIBILITY FOR ANY ALTERATIONS TO THE PLAN DUE TO VARIATIONS OF PRESSURE OR FLOW AT HIS/HER OWN RISK.12.INSTALL MANUAL DRAIN VALVES AT ALL LOW POINTS TO ALLOW FOR SYSTEM WINTERIZATION.13.CONTRACTOR TO COORDINATE INSTALLATION OF SLEEVING WITH BUILDING CONSTRUCTION AND INSTALLATION OF PAVING AND SIDEWALKS. ALL SLEEVINGUNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL MAINLINES, LATERAL LINES, DRIP LINES AND CONTROLWIRES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. INSTALL SLEEVING AS PER DETAIL AND SPECIFICATIONS. ALL SLEEVING TO BE TWICETHE SIZE OF PIPING ROUTED THROUGH SLEEVE.14.ALL PIPING, PVC ELECTRICAL SLEEVES, ETC. UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELLS OR OTHER TURNS IN PIPING SHALLBE LOCATED UNDER PAVING EXCEPT WHERE SHOWN ON DRAWING. CAP ALL ENDS HAND TIGHT PRIOR TO BACKFILL USE PVC SCHEDULE 40 PIPE FOR ALLNON-PRESSURE LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS.15.SPRINKLER HEADS MUST BE SPACED 2 INCHES MINIMUM FROM HARDSCAPE EDGES.16.OPERATING PRESSURE OF THE IRRIGATION SYSTEM MUST MEET MANUFACTURER’S RECOMMENDED OPERATING PRESSURE.17.CONTRACTOR IS TO PROVIDE ELECTRICAL POWER TO THE AUTOMATIC CONTROLLER. COORDINATE LOCATION WITH OWNER/LANDSCAPE ARCHITECT.18.CONTRACTOR SHALL EXTEND SPARE CONTROL WIRES FROM EACH CONTROLLER TO THE END OF THE MAINLINE SERVING THAT CONTROLLER. SEE DETAILSFOR NUMBER OF SPARE WIRES AND INSTALLATION REQ.19.INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL MALE PIPE THREADS ON ALL IRRIGATIONSWING JOINT AND VALVE ASSEMBLIES.20.ALL TRENCHES TO BE PUDDLED AND COMPACTED TO THE SAME DENSITY AS THE UNDISTURBED ADJACENT SOIL.21.CONTRACTOR TO PERFORM IRRIGATION AUDIT FOR IRRIGATION ZONES AS PART OF FINAL IRRIGATION ACCEPTANCE.22.IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED IN LANDSCAPED AREAS AND WITHIN THE PROPERTY LIMITS. ANYEQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED AMINIMUM OF 2'-0" FROM EDGE OF ANY PAVED SURFACES. AND A MINIMUM OF 3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALES.23.IF PROPOSED IRRIGATION SYSTEM IS CONNECTING TO AN EXISTING SYSTEM, CONTRACTOR IS RESPONSIBLE FOR TESTING AND VERIFYING BOTH EXISTINGAND NEW IRRIGATION SYSTEMS PROVIDE 100% COVERAGE.24.DRIP IRRIGATION MUST BE INSTALLED WITH THE ABILITY TO EASILY FLUSH THE LINE.GENERAL NOTESSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYPSIDETAILHUNTER MP1000 PROS-06-PRS30-CVTURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE,PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLEON PRS30 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHTBLUE 210 TO 270 ARC, O=OLIVE 360 ARC.730HUNTER MP2000 PROS-06-PRS30-CVTURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLEDCHECK VALVE, PRESSURE REGULATED TO 30 PSI, MPROTATOR NOZZLE ON PRS30 BODY. K=BLACK ADJ ARC90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC.630HUNTER MP3000 PROS-06-PRS30-CVTURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLEDCHECK VALVE, PRESSURE REGULATED TO 30 PSI, MPROTATOR NOZZLE ON PRS30 BODY. B=BLUE ADJ ARC90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC.1030HUNTER MP3500 PROS-06-PRS30-CVTURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLEDCHECK VALVE, PRESSURE REGULATED TO 30 PSI, MPROTATOR NOZZLE ON PRS30 BODY. LB=LIGHT BROWNADJUSTABLE ARC, 90-210.1330SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILNETAFIM LVCZ-150HPPRE-ASSEMBLED CONTROL ZONE KITS WITH 1-1/2IN.SERIES 80 CONTROL VALVE, 1-1/2IN. DISC FILTER AND1-1/2IN. HIGH FLOW PRESSURE REGULATOR. FLOWRANGE: 11-35 GPM. COMMERCIAL APPLICATION.1NETAFIM LVCZ-150HPPRE-ASSEMBLED CONTROL ZONE KITS WITH 1-1/2IN.SERIES 80 CONTROL VALVE, 1-1/2IN. DISC FILTER AND1-1/2IN. HIGH FLOW PRESSURE REGULATOR. FLOWRANGE: 11-35 GPM. COMMERCIAL APPLICATION.11NETAFIM TLDL-06-12 DRIP RING9AREA TO RECEIVE DRIPLINENETAFIM TLDL-06-12TECHLINE PRESSURE COMPENSATING LANDSCAPEDRIPLINE. 0.6 GPH EMITTERS AT 12" O.C. DRIPLINELATERALS SPACED AT 12" APART, WITH EMITTERS OFFSETFOR TRIANGULAR PATTERN. SURFACE AND SUB SURFACEINSTALLATIONS. UV RESISTANT.30,121 LFSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILHUNTER ICV-G1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTECONTROL VALVES, GLOBE CONFIGURATION, WITH NPTTHREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPALUSE.3HUNTER HQ-44RCQUICK COUPLER VALVE, YELLOW RUBBER COVER, REDBRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET,2-PIECE BODY.1GATE VALVE2" RESILIENT SEATED GATE VALVE2HUNTER ICV-G 2"1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC MASTERVALVE, GLOBE CONFIGURATION, WITH NPT THREADEDINLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE.1WILKINS BY ZURN ELKAY WATER SOLUTIONS 500XLLEAD-FREE WATER PRESSURE REDUCING VALVE WITHTHE HIGHEST FLOW RATE OF THE ENTIRE WILKINSREGULATOR LINE. BRONZE, UNION END CONNECTION,AVAILABLE IN 1/2IN. TO 3IN..1FEBCO 825Y 2"REDUCED PRESSURE BACKFLOW PREVENTER1HUNTER A2C-5400-M54-STATION CONTROLLER WITH SEVEN (7) A2M-600MODULES IN AN OUTDOOR GRAY STEEL WALL MOUNTENCLOSURE.1HUNTER SOIL-CLIKTHE SOIL-CLIK PROBE USES PROVEN TECHNOLOGY TOMEASURE MOISTURE WITHIN THE ROOT ZONE. WHEN THEPROBE SENSES THAT THE SOIL HAS REACHED ITSDESIRED MOISTURE LEVEL, IT WILL SHUT DOWNIRRIGATION, PREVENTING WATER WASTE.1HUNTER WSSWIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOORINTERFACE, CONNECTS TO HUNTER PCC, PRO-C, ANDI-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10YEAR LITHIUM BATTERY AND RUBBER MODULE COVER,AND GUTTER MOUNT BRACKET.1HUNTER HFS-200FLOW SENSOR FOR USE WITH ACC CONTROLLER, 2IN.SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP.1WATER METER 1-1/2"1IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 212,194 LFIRRIGATION MAINLINE: PVC SCHEDULE 401,532 LFPIPE SLEEVE: DUCTILE IRON PIPE - CLASS 52170.7 LF1000200030003500MBFCSoil ClickSolar SyncXXMValve NumberValve SizeValve Flow Valve Callout###"IRRIGATION SCHEDULENUMBERMODELSIZETYPEGPMPSIPSI @ POCPRECIP1NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE25.5711.226.50.96 in/h2NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE25.8912.027.40.96 in/h3NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE29.5111.928.20.96 in/h4NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE25.0711.526.60.96 in/h5NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE34.1911.1290.96 in/h6NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE22.9711.225.40.96 in/h7NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE32.4611.227.30.96 in/h8NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE33.721127.00.96 in/h9NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE30.6911.126.70.96 in/h10NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE30.0911.527.50.96 in/h11HUNTER ICV-G1-1/2"TURF ROTARY3.232.544.70.36 in/h12NETAFIM LVCZ-150HP2"AREA FOR DRIPLINE13.6112.325.30.96 in/h13HUNTER ICV-G1"TURF ROTARY22.2839.854.30.2 in/h14HUNTER ICV-G1"TURF ROTARY20.6137.051.20.19 in/h15NETAFIM LVCZ-150HP1-1/2"DRIP RING1.2617.429.60.57 in/hVALVE SCHEDULETOTAL YEARLY WATER DEMAND FROM IRRIGATION 266,708 GALLONSBASED ON 26 WEEK WATERING SEASONWATERING SCHEDULE BASED ON AVERAGE WATERING WEEK, AND IS EXPECTED TO BE MORE OR LESSDEPENDING ON SEASONAL CONDITIONS.NUMBERMODELTYPEPRECIPSUNMONTUEWEDTHUFRISATIN./WEEKMIN./WEEKGAL./WEEKGAL./DAY1NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.332129598.52NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.33213151053NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.33214951654NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.33214291435NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.33217182396NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.33214821617NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.33216822278NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.33217082369NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.332164421510NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.332163221111HUNTER ICV-GTURF ROTARY0.36 in/h19 min19 min19 min0.335617959.812NETAFIM LVCZ-150HPAREA FOR DRIPLINE0.96 in/h7 min7 min7 min0.332128695.313HUNTER ICV-GTURF ROTARY0.2 in/h33 min33 min33 min0.33982,18472814HUNTER ICV-GTURF ROTARY0.19 in/h35 min35 min35 min0.331052,16472115NETAFIM LVCZ-150HPDRIP RING0.57 in/h12 min12 min12 min0.333544.114.7TOTALS:17617617652510,2583,419WATERING SCHEDULEGenerated:2026-05-15 10:28P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLEWater Meter Size:1-1/2"Flow Available75 GPMPRESSURE AVAILABLEStatic Pressure at POC:138 PSIElevation Change:5.00 ftService Line Size:4"Length of Service Line:20 ftPressure Available:136 PSIDESIGN ANALYSISMaximum Station Flow:34.19 GPMFlow Available at POC:75 GPMResidual Flow Available:40.81 GPMCritical Station:13 Design Pressure:30 PSI Friction Loss:4.92 PSI Fittings Loss:0.49 PSI Elevation Loss:0 PSI Loss through Valve:4.37 PSIPressure Req. at Critical Station:39.8 PSILoss for Fittings:0.13 PSILoss for Main Line:1.26 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:11.3 PSILoss for Master Valve:0.8 PSILoss for Water Meter:1.03 PSICritical Station Pressure at POC:54.3 PSIPressure Available:136 PSIResidual Pressure Available:81.7 PSICRITICAL ANALYSISDATE:NUMBER:PROJECT:DISCOUNT TIRE - BOZEMANMay 14, 2026LLA0644.25TITLE:DESIGN:MJLDRAWN:ZACHECKED:MJLSHEET:SCALE:DISCOUNT TIRE 5889 E VALLEY CENTER ROAD BOZEMAN, MT PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402 253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:MOGHAN LYONLICENSED LANDSCAPE A RCHITEC T ST A T E OF MONTANACONCEPTUALREVIEW SET(CONR)L2.01IRRIGATIONSCHEDULE ANDNOTESNTS DATE:NUMBER:PROJECT:DISCOUNT TIRE - BOZEMANMay 14, 2026LLA0644.25TITLE:DESIGN:MJLDRAWN:ZACHECKED:MJLSHEET:SCALE:DISCOUNT TIRE 5889 E VALLEY CENTER ROAD BOZEMAN, MT PROJECT ADDRESS:2111 South C Street, Tacoma, WA 98402 253-209-4053 | Moghan@LyonLA.comREVISIONS:REV 1:REV 2:REV 3:Know what'sbelow.before you dig.CallRDRAWING SET:MOGHAN LYONLICENSED LANDSCAPE A RCHITEC T ST A T E OF MONTANACONCEPTUALREVIEW SET(CONR)L2.02WATER BUDGETCALCULATORNTS