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Home My WebLink About011.1 L2.2 CALCULATIONS & SCHEDULEWATER CONSUMPTION ESTIMATES ARE BASED ON A SEASONAL 24-WEEK WATERING WINDOW, AND ARE LISTED IN ANNUAL TOTALS ACRE FEET BASED ON SYSTEM DESIGN 2,564 GAL/.WEEK = 0.19 AC.FT. ACRE FEET BASED ON VEGETATION TYPE SQUARE FEET TURF: 1,157 S.F. = 0.05 AC.FT. SHRUBS & GROUND COVER: 4,379 S.F. = 0.20 AC.FT. TREES: 77 SF = 0.004 AC.FT. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER MP1000 PROS-06-PRS40-CV (2) TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. 17 40 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY HUNTER ICZ-101-25 1" DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. 2 HUNTER ICZ-101-25-LF 1" DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 25 PSI. FLOW RANGE: .5 GPM - 15 GPM. 150 MESH STAINLESS STEEL SCREEN. 1 HUNTER ICZ-151-XL-40 1-1/2" DRIP CONTROL ZONE KIT. 1-1/2IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 20 GPM TO 60 GPM. 120 MESH STAINLESS STEEL SCREEN. 1-1/2IN. INLET X SINGLE 2IN. OUTLET 1 HUNTER HDL-06-12-R DRIP RING 11 AREA TO RECEIVE DRIPLINE HUNTER HDL-06-12-PC HDL-06-12-PC: HUNTER DRIPLINE WITH 0.6 GPH FLOW. LIGHT BROWN TUBING WITH GRAY STRIPING. EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. 4,379 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY HUNTER PGV-101G 1" 1IN. PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT COMMERCIAL USE. FEMALE NPT INLET/OUTLET. GLOBE CONFIGURATION, WITH FLOW CONTROL. 1 HUNTER HQ-33DRC 3/4" QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2-PIECE BODY. 1 LASCO FITTINGS TUBV-SC 1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER. INSTALL SAME SIZE AS MAINLINE. 1 BUCKNER-SUPERIOR 3000 1" NORMALLY CLOSED BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION AND 3-WAY SOLENOID DESIGN. AVAILABLE IN 1", 1-1/4", 1-1/2", 2", 2-1/2" AND 3" SIZES. 1 FEBCO LF825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER, LEAD FREE 1 HUNTER HC-6 6 STATION CONTROLLER WITH WI-FI CONNECTION 1 HUNTER RFC RAIN AND FREEZE SENSOR, WITH CONDUIT INSTALLATION, MOUNT AS NOTED. NORMALLY CLOSED SWITCH. 1 POINT OF CONNECTION 1" CITY WATER SERVICE 1 IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 1"1,093 LF IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 1 1/4"45.1 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 105.4 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 1"176.2 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 1 1/2"35.8 LF PIPE SLEEVE: PVC CLASS 200 SDR 21 73.9 LF M L O M BF C RF POC Valve Number Valve Flow Valve Size Valve Callout # ##" 1.CONTRACTOR RESPONSIBLE FOR SCHEDULING PRE-INSTALLATION MEETING WITH CITY OF BOZEMAN WATER CONSERVATION DIVISION PRIOR TO COMMENCING ANY WORK. 2.LANDSCAPE & IRRIGATION SELF-CERTIFICATION FORMS REQUIRED TO RECEIVE CITY OF BOZEMAN BUILDING PERMIT. 3.CONTRACTOR RESPONSIBLE TO INFORM LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR CHANGES NEEDED TO THE IRRIGATION DESIGN. IF CONTRACTOR MAKES CHANGES TO THE IRRIGATION DESIGN WITHOUT NOTIFYING THE LANDSCAPE ARCHITECT, CONTRACTOR ASSUMES FULL RESPONSIBILITY OF THE IRRIGATION SYSTEM DESIGN AND FUNCTIONALITY. 4.LANDSCAPE CONTRACTOR RESPONSIBLE FOR SCHEDULING A PUNCH-LIST SUBSTANTIAL COMPLETION INSPECTION AND FINAL COMPLETION INSPECTION WITH LANDSCAPE ARCHITECT. PRIOR TO INSPECTIONS, IRRIGATION MAINLINE TO BE CHARGED FOR A MINIMUM TWO HOURS AND VALVE BOXES AND EQUIPMENT HOUSINGS SHALL BE OPENED. 5.CONTRACTOR RESPONSIBLE FOR PROVIDING IRRIGATION AS-BUILTS TO LANDSCAPE ARCHITECT AT WITHIN ONE WEEK COMPLETION OF FINAL COMPLETION INSPECTION. 6.CONTRACTOR TO VERIFY STATIC PRESSURE IN THE FIELD PRIOR TO BIDDING AND CONSTRUCTION. IN THE EVENT OF A DISCREPANCY, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING OF ANY CHANGES NECESSARY TO PROVIDE THE REQUIRED OPERATIONAL PRESSURE AND FLOW. IF NOTIFICATION IS NOT RECEIVED, CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR SYSTEM OPERABILITY. 7.PROVIDE PRESSURE REDUCING VALVE UP STREAM OF BACKFOW ASSEMBLY IF PRESSURE EXCEEDS 80 PSI. REDUCE TO 60PSI STATIC PRESSURE. 8.INSTALLED SYSTEM TO BE FULLY WINTERIZEABLE. CONTRACTOR TO PROVIDE LANDSCAPE ARCHITECT WITH WINTERIZATION PLAN. 9.PROVIDE FLUSH VALVES AT END OF EACH DRIP ZONE FOR FLUSHING AND WINTERIZATION. INSTALL AT LEAST ONE FLUSH VALVE AT LOWEST POINT OF SYSTEM FOR DRAINAGE. LOCATE VALVES IN ACCESSIBLE AREAS IN VALVE BOXES. SHOW ALL FLUSH VALVE LOCATIONS ON AS-BUILT IRRIGATION PLAN. 10.CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION INSTALLATION. 11.THE CONTRACTOR SHALL INSPECT THE SITE AND VERIFY CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. 12.IRRIGATION PLANS ARE DIAGRAMMATIC REPRESENTATIONS ONLY. PLACE LINES IN A COMMON TRENCH WHENEVER POSSIBLE. FIELD ADJUST LINES TO AVOID CONFLICT WITH UTILITIES. PLACE SPRINKLER HEADS A MINIMUM OF 2" FROM HARDSCAPE EDGES. 13.IRRIGATION IS COORDINATED WITH THE PLANTING PLAN AND SITE IMPROVEMENTS AND IS DESIGNED WITH RECTANGULAR SPACING GIVING HEAD TO HEAD COVERAGE. COORDINATE IRRIGATION HEAD LAYOUT WITH NEW PLANT MATERIALS, LOCATE SPRAY HEADS 30" FROM BASE OF TREE. DO NOT ALTER HEAD LOCATION, PIPE LAYOUT, OR VALVE LOCATION WITHOUT WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. NOTIFY LANDSCAPE ARCHITECT IF DISCREPANCIES OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. 14.ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND PROPERLY ADJUSTED TO PROVIDE ADEQUATE HEAD TO HEAD COVERAGE AND ELIMINATE OVER SPRAY ONTO WALKS, BUILDINGS, PARKING AREAS, ETC. 15.ALL PIPE SIZES INDICATED ARE MINIMUMS. CONTRACTOR MAY NOT DECREASE PIPE SIZE. LARGER PIPE SIZES MAY BE USED AT NO ADDITIONAL COST TO OWNER. PIPE SIZES INCREASE IN SIZE DOWNSTREAM OF NEXT SPRAY HEAD, AS SHOWN. 16.INSTALL ALL IRRIGATION PIPE AND CONTROL WIRES IN MINIMUM 4" PVC SLEEVE BELOW ALL PAVED SURFACES UNLESS OTHERWISE INDICATED ON THE PLANS. INSTALL SLEEVES PRIOR TO PLACEMENT OF PAVEMENTS AND PAVEMENT SUB-BASE. WHERE PAVEMENT EXISTS BORE AND PLACE SLEEVES. 17.COORDINATE IRRIGATION POINTS OF CONNECTION AND LOCATION OF AUTOMATIC CONTROL VALVES WITH LANDSCAPE ARCHITECT. COORDINATE ALL WORK WITH OTHER TRADES, I.E. ELECTRICAL, MASONRY, ETC. 18.CONTRACTOR TO PROGRAM AUTOMATIC CONTROLLER TO ALLOW FOR THE EQUIVALENT OF 3/4" OF WATER PER WEEK FOR MANICURED LAWNS AND 1" PER WEEK FOR ALL OTHER PLANTINGS, OR PER SITE AND PLANTING NEEDS FOR BEST PLANT HEALTH. 19.ALL PVC PIPES SHALL BE TRENCHED UNLESS PRE-APPROVED TO BE PULLED IN WRITING BY LANDSCAPE ARCHITECT. POLLY PIPE MAY BE PULLED. PROVIDE POSITIVE DRAINAGE OF MAINLINE. PLACE MANUAL DRAIN AT LOW POINTS IN MAINLINE. IDENTIFY LOCATIONS ON AS-BUILTS. 20.USE 45° ELBOWS INSTEAD OF 90° ELBOWS ON ALL MAINLINES 2-1/2" AND LARGER. INSTALL CMU THRUST BLOCKS AT ALL MAINLINE CHANGES IN DIRECTION FOR PIPE 2" AND LARGER . 21.CONTRACTOR TO INSTALL CONTROLLER AND ACCESSORIES AS REQUIRED. CONTRACTOR TO FURNISH CONTROL WIRES FROM VALVES TO CONTROLLER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 110 VOLT SERVICE FROM EXISTING ELECTRICAL SERVICE AND CONNECTION TO CONTROLLER SERVICE. 22.INSTALL ONE (1) ADDITIONAL RED CONTROL WIRE AND ONE (1) ADDITIONAL WHITE CONTROL WIRE FROM CONTROLLER TO END OF MAINLINE. 23.ALL TREES TO BE ON A DEDICATED DRIP ZONE FOR DROUGHT PREPARATION. 24.ALL RAISED PLANTER BEDS TO BE ON A DEDICATED DRIP ZONE AND DAILY WATERING SCHEDULE. NUMBER MODEL TYPE PRECIP SUN MON TUE WED THU FRI SAT IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY 1 HUNTER PGV-101G TURF ROTARY 0.57 in/h 27 min 27 min 27 min 0.75 79 537 179 2 HUNTER ICZ-101-25 AREA FOR DRIPLINE 1.58 in/h 13 min 13 min 13 min 1 38 562 187 3 HUNTER ICZ-101-25-LF DRIP RING 0.57 in/h 35 min 35 min 35 min 1 105 162 53.9 4 HUNTER ICZ-101-25 AREA FOR DRIPLINE 1.47 in/h 14 min 14 min 14 min 1 41 664 221 5 HUNTER ICZ-101-25 AREA FOR DRIPLINE 1.22 in/h 17 min 17 min 17 min 1 50 640 213 TOTALS:106 106 106 313 2,564 854.8 Generated:2025-06-16 16:07 P.O.C. NUMBER: 01 Water Source Information:CITY WATER SERVICE FLOW AVAILABLE Point of Connection Size:1" Flow Available 18.2 GPM PRESSURE AVAILABLE Static Pressure at POC:65 PSI Pressure Available:65 PSI DESIGN ANALYSIS Maximum Station Flow:16.19 GPM Flow Available at POC:18.2 GPM Residual Flow Available:2.01 GPM Critical Station:1 Design Pressure:40 PSI Friction Loss:0.1 PSI Fittings Loss:0.01 PSI Elevation Loss:0 PSI Loss through Valve:1.9 PSI Pressure Req. at Critical Station:42.0 PSI Loss for Fittings:0 PSI Loss for Main Line:0.12 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:12.0 PSI Loss for Master Valve:0.36 PSI Critical Station Pressure at POC:54.5 PSI Pressure Available:65 PSI Residual Pressure Available:10.5 PSI STATEO F MON T A NALAND SCAPE A R C H ITECTLICE N S E DLESSA R. MILLARD 274 SHEET No: JOB No: DATE:REVISIONS:SUSTAINABLE LANDSCAPE ARCHITECTURE 614 S Ferguson Ave, Ste 3 Bozeman, MT 59718 (406) 624-9111 hello@incontour.com www.incontour.com PREPARED FOR:inConto u r07/08/2025 625 South 19th Ave, Bozeman, MTThe Pines Phase II22260 Crater Mountain Investments, LLC 1906 BLANCA CT LOVELAND, CO 80538-5022 (970)-227-9923 L2.2REV 1: 2025-07-08, PATIO ADJUSTMENTSIRRIGATION SCHEDULE & NOTES