HomeMy WebLinkAbout013 - L5.0_Irrigation PlanALLEYALLEYWMBFFS12"12"12"1"12"12.611"23.331"43.461"WR-CLIKHP30.351"12"(BETWEEN 10AM AND 8PM)SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER ICZ-101-40 1"DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN.HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI.FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESSSTEEL SCREEN.4PIPE TRANSITION POINT IN DRIP BOXPIPE TRANSITION POINT FROM PVC LATERAL TO DRIPTUBING WITH RISER IN 6IN. DRIP BOX.6AREA TO RECEIVE DRIPLINENETAFIM TLCV-06-18TECHLINE PRESSURE COMPENSATING LANDSCAPEDRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 18"O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITHEMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM.1,346 LFSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHUNTER HQ-44RC 1"QUICK COUPLER VALVE, YELLOW RUBBER COVER, REDBRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET,2-PIECE BODY.1SHUT OFF VALVE2FEBCO 825Y 1"REDUCED PRESSURE BACKFLOW PREVENTER1HUNTER PHC-1200WI-FI ENABLED, FULL-FUNCTIONING CONTROLLER WITHTOUCHSCREEN, 12-STATION FIXED CONTROLLER, 120 VAC,OUTDOOR MODEL.1HUNTER WR-CLIK (2)RAIN SENSOR, INSTALL WITHIN 1000 FT OF CONTROLLER,IN LINE OF SIGHT. 22-28 VAC/VDC 100 MA POWER FROMTIMER TRANSFORMER. MOUNT AS NOTED.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 21 1/2"570.9 LFIRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1"96.0 LFPIPE SLEEVE: PVC CLASS 200 SDR 21132.3 LFBFHPWR-CLIKFSWMValve NumberValve FlowValve SizeValve Callout###"IRRIGATION SCHEDULENUMBERMODELSIZETYPEGPMHEADSPIPEWIREPSIPRECIP1HUNTER ICZ-101-401"AREA FOR DRIPLINE2.61390.9 LF113.564.033.60.43 in/h2HUNTER ICZ-101-401"AREA FOR DRIPLINE3.33499.0 LF9.857.934.10.43 in/h3HUNTER ICZ-101-401"AREA FOR DRIPLINE0.3553.3 LF279.392.233.00.42 in/h4HUNTER ICZ-101-401"AREA FOR DRIPLINE3.46518.9 LF168.296.434.60.43 in/hCommon Wire96.0VALVE SCHEDULEGAL./YEARNUMBERMODELTYPEPRECIPIN./WEEKMIN./WEEKGAL./WEEKGAL./DAY1HUNTER ICZ-101-40AREA FOR DRIPLINE0.43 in/h0.7510627792.22HUNTER ICZ-101-40AREA FOR DRIPLINE0.43 in/h0.751063531183HUNTER ICZ-101-40AREA FOR DRIPLINE0.42 in/h1.521474.937.54HUNTER ICZ-101-40AREA FOR DRIPLINE0.43 in/h0.75106367122TOTALS:5321,071369.6WATERING SCHEDULEGenerated:2025-04-24 16:51P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLEWater Meter Size:1-1/2"Flow Available46.59 GPMPRESSURE AVAILABLEStatic Pressure at POC:75 PSIElevation Change:5 ftService Line Size:1 1/2"Length of Service Line:20 ftPressure Available:72 PSIDESIGN ANALYSISMaximum Station Flow:3.46 GPMFlow Available at POC:46.59 GPMResidual Flow Available:43.13 GPMCritical Station:4 Design Pressure:30 PSI Friction Loss:0.56 PSI Fittings Loss:0.06 PSI Elevation Loss:0 PSI Loss through Valve:3.97 PSIPressure Req. at Critical Station:34.6 PSILoss for Fittings:0.02 PSILoss for Main Line:0.16 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:11.8 PSILoss for Water Meter:0.1 PSICritical Station Pressure at POC:46.7 PSIPressure Available:72 PSIResidual Pressure Available:25.3 PSICRITICAL ANALYSIS969.51235.5262.21284.53751.7No.
REVISIONSFile Name: IMEG Project No: Date: Drawn By: Checked By: Sheet of DESCRIPTION DATECOPYRIGHTALL RIGHTS RESERVEDC24006341.00_IRRIGATION4-5.dwg2025Field Book No:1091 STONERIDGE DRIVE
BOZEMAN, MT 59718
PH: 406.587.1115
www.imegcorp.com
FORMERLY C&H ENGINEERING AND SURVEYING, INC.
STITES OFFICE BUILDING
BOZEMAN, MONTANA
IRRIGATION PLANEW24006341.01NALR04/28/2025L5.056IRRIGATION NOTES:1.CONTRACTOR TO VERIFY EXISTING CONDITIONS. ALL EXISTING UTILITIES ARE TO BE LOCATEDBEFORE ANY TRENCHING OF ANY KIND BEGINS.2.PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND REPAIR BACK TO ORIGINAL CONDITIONAT CONTRACTOR'S EXPENSE IF DAMAGE OCCURS RESULTANT FROM CONTRACTOR'SOPERATIONS OR NEGLIGENCE.3.AREAS DISTURBED BY CONTRACTOR'S OPERATIONS AS PER SPECIFICATIONS. A DISTURBEDAREA SHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING TRENCHING, DEMOLITION,EARTHWORK, MATERIAL STORAGE, STAGING, PARKING, OR ANY OTHER FORM OF EXCAVATION,COMPACTION, OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUNDCOVER OR GRADE. COORDINATE WITH GENERAL CONTRACTOR.4.COORDINATE WORK THIS SHEET WITH ALL OTHER TRADES.5.INSTALL IRRIGATION SYSTEM AS DETAILED AND PER MANUFACTURER'S SPECIFICATIONS.6.PROVIDE ALL COMPONENTS REQUIRED TO COMPLETELY WINTERIZE THE IRRIGATION SYSTEMWHETHER OR NOT SPECIFIED HEREIN.7.INSTALL AN AIR RELIEF VALVE AT MAINLINE HIGH POINTS AND MANUAL DRAINS A LOWPOINTS.INSTALL CONTROL WIRES FROM ELECTRIC VALVES TO CONTROLLER, AS NECESSARY.8.SLEEVES SHALL BE (2) SIZES LARGER THAN PIPE OR COMBINATION OF PIPES THEREINENCLOSED, WITH MINIMUM SIZE TO BE 4". SUPPLY (1) EXTRA SLEEVE WITH EACH MAIN LINESLEEVE FOR CONTROL WIRES. BORE UNDER EXISTING PAVING WHERE REQUIRED. BORESEPARATELY FOR CONTROL WIRES.9.THE IRRIGATION PLANS ARE DIAGRAMMATIC AND IS INTENDED TO CONVEY THE GENERALLAYOUT OF IRRIGATION SYSTEM COMPONENTS. ALL IRRIGATION EQUIPMENT SHALL BEINSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. LOCATE MAINLINE AND VALVES NEARWALKS WHERE FEASIBLE.10.CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TOCONSTRUCTION. REPORT ANY DISCREPANCIES BETWEEN THE WATER PRESSURE SHOWN ONTHE DRAWING AND THE ACTUAL PRESSURE READING.11.CONTACT THE LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITY LOCATION ANDIDENTIFICATION.12.PERFORM EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES WITH CARE AND IFNECESSARY, BY HAND. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK ANDDISRUPTION OR DAMAGE TO UTILITIES SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TOTHE OWNER.13.WHERE PROVIDED, AREA TAKEOFFS AND IRRIGATION QUANTITY ESTIMATES IN SCHEDULES AREFOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR COMPLETING THEIR OWNQUANTITY TAKEOFFS FOR ALL MATERIALS AND SIZES SHOWN ON DRAWINGS. DISCREPANCIESSHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION.14.CONTRACTOR IS RESPONSIBLE TO 'RESTORE' ALL AREAS OF THE SITE, OR ADJACENT AREAS,WHERE DISTURBED TO A CONDITION THAT MEETS OR EXCEEDS THE CONDITIONS PRIOR TO THEDISTURBANCE.15.ALL LINES SHALL SLOPE TO DRAIN ADD MANUAL DRAINS AT ALL MAINLINE LOW POINTS ASNECESSARY FOR COMPLETE DRAINAGE OF THE ENTIRE SYSTEM. INDICATE ALL DRAINLOCATIONS ON 'AS-BUILT' DRAWINGS.16.ALL MAINLINES, LATERAL LINES, AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED INSEPARATE SLEEVES.17.ALIGN VALVE BOXES PARALLEL WITH EDGE OF PAVEMENT/PLANTING BEDS, WHERE FEASIBLE,LOCATE THE EDGE OF VALVE BOX 12"-18" FROM EDGE OF PAVEMENT.18.THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER LINES AND VALVES FOR OPTIMUMPERFORMANCE. INSTALL DRIPLINE WITH THE APPROPRIATE LOCATION AND RADIUS FOR THEAREA TO BE COVERED.L6.08TYPICAL NETAFIM TECHLINECV REQUIREMENTSPROPOSEDBUILDINGFOOTPRINTL6.01IRRIGATIONTRENCHINGL6.02IRRIGATIONCONTROLLER (PRO-HC)L6.03BRASS BALLISOLATION VALVEL6.05DRIP CONTROLVALVEL6.07DRIPLINE FLUSHVALVE AT GRADEL6.04REMOTE CONTROLIRRIGATION VALVESCALE = 1" =10'IRRIGATION PLAN1L5.01 COB REVIEW CYCLE 1 05/27/2511IRRIGATION WATER REQUIREMENT (IWR) IN UNITS OF GALLONS PER YEARCOOL SEASON TURFGRASS 18.4 GALLONS/ 0 SF/YEAR = 0 GALDROUGHT-ADAPTED WOODY PLANTS AND HERBACEOUS PERENNIALS 5.4 GALLONS/ 1,475.2 SF/YEAR = 7,966.1 GALDROUGHT TOLERANT 1.8 GALLONS/ 718.1 SF/YEAR = 1,292.6 GAL.TOTAL 9,258.7 GAL./YEARPER THE CITY OF BOZEMAN WATER CONSERVATION, CITY OF BOZEMANLANDSCAPE AND IRRIGATION PERFORMANCE AND DESIGN STANDARDSMANUAL, SECTION 3.1.3PRE-INSTALLATION MEETING/SOILS APPROVAL OR CERTIFICATION PRIOR TOCOMMENCING ANY WORK, THE APPLICANT MUST CONTACT THE WATERCONSERVATION DIVISION TO SCHEDULE A PREINSTALLATION MEETING. THEPRE-INSTALLATION MEETING WILL ADDRESS THE FOLLOWING:1)THE APPROVED LANDSCAPE AND IRRIGATION PLAN AND REQUIREMENTSOF THIS MANUAL;2)TIMING OF REQUIRED INSPECTIONS INCLUDING THE FINAL INSPECTIONTO OBTAIN A CERTIFICATE OF COMPLETION;3)SOIL AMENDMENT REQUIREMENTS AND THE PROCESS FOR APPROVALOF INSTALLED SOIL, INCLUDING THE PARTY RESPONSIBLE FOR SOILSINSPECTION;4)DISCUSSION OF THE DAY AND HOURS FOR IRRIGATION SCHEDULINGAFTER INSTALLATION;5)THE PROCESS REQUIRED FOR MAKING CHANGES TO THE APPROVEDLANDSCAPE AND IRRIGATION PLAN; AND6)INSTALLATION OF LANDSCAPING AND IRRIGATION ACCORDING TO THEAPPROVED LANDSCAPING AND IRRIGATION PLAN AND REQUIREMENTS OFTHIS MANUAL, WHICH IS REQUIRED TO RECEIVE A FINAL CERTIFICATE OFOCCUPANCY OR RELEASING A SECURITY AS PROVIDED BY ANIMPROVEMENT’S AGREEMENT.THE PRE-INSTALLATION MEETING MUST INCLUDE ALL CONTRACTORSRESPONSIBLE FOR THE INSTALLATION OF THE LANDSCAPE AND IRRIGATIONSYSTEMS. THIS MAY INCLUDE: THE APPLICANT’S GENERAL CONTRACTOR, THELANDSCAPE ARCHITECT OR OTHER DESIGN PROFESSIONAL RESPONSIBLEFOR THE LANDSCAPE AND IRRIGATION DESIGN, AND ANY CONTRACTOR ORSUBCONTRACTOR THAT WILL BE RESPONSIBLE FOR INSTALLING ANYCOMPONENT OF THE LANDSCAPE AND IRRIGATION PLAN.AFTER INSTALLATION OR AMENDMENT OF ALL SOILS REQUIRED BY THEAPPLICATION APPROVAL, OR AFTER THE CITY’S APPROVAL OF A SOILSREPORT (AND AFTER THE INSTALLATION OF ANY SOIL AMENDMENTSREQUIRED BY THE SOILS REPORT), THE APPLICANT MUST CONTACT THEWATER CONSERVATION DIVISION FOR INSPECTION PRIOR TO THEINSTALLATION OF ANY LANDSCAPING. IN LIEU OF THE CITY INSPECTING ANDAPPROVING SOILS, THE APPLICANT MAY HAVE A LANDSCAPE ARCHITECT ORLANDSCAPE PROFESSIONAL CERTIFY, ON A FORM PROVIDED BY THE CITY,THE SOILS HAVE BEEN INSTALLED AS REQUIRED BY THE LANDSCAPE ANDIRRIGATION PLAN AND THIS MANUAL. THE APPLICANT SHALL NOT INSTALLANY LANDSCAPING UNTIL THE CITY APPROVES THE SOIL PREPARATION ORRECEIVES A SIGNED CERTIFICATION.222 COB REVIEW CYCLE 2 06/23/252