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Home My WebLink About102 IR1.0 - IRRIGATION NOTES & SCHEDULE - MCPE 20211027Scale: Site Plan Submittal Date: NOVEMBER 12, 2021 SITE PLAN SUBMITTALTHE HOMESTEAD AT BUFFALO RUN 5400 FOWLER LANES23, T02 S, R05 E, N2SW4SW4, CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA. Revision 2 Date:JULY 6, 2022 R Know what's below.Call before you dig.orwww.UNCC2.org 1.DRAWINGS AND BASE INFORMATION ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY DHM DESIGN. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY HYDROSYSTEMS*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS AND THE IRRIGATION PLAN. IF CONTRACTOR FAILS TO NOTIFY HYDROSYSTEMS*KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, HE ASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES. REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. CONTACT IRRIGATION CONSULTANT FOR CURRENT SPECIFICATIONS IF NOT PROVIDED. 2. SYSTEM PRESSURE - HYDROSYSTEMS*KDI HAS BEEN TOLD THAT THE STATIC WATER PRESSURE AT THE PUMP WILL BE 65 PSI. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE IMMEDIATELY. WRITTEN DOCUMENTATION OF PRESSURE TEST AND RESULTS SHALL BE PROVIDED TO HYDROSYSTEMS*KDI AT CONSTRUCTION ONSET. IF CONTRACTOR FAILS TO FIELD VERIFY PRESSURE AND/OR NOTIFY HYDROSYSTEMS*KDI OR ANY VARIATIONS FROM THIS PRESSURE, THEN HE ASSUMES ALL CONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL SITE PRESSURE. THIS SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF 75 PSI MINIMUM. 3. IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX NIGHT PER WEEK, SIXTEEN HOUR PER NIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION FOR A FOUR TO SIX WEEK PERIOD. THE DESIGN IS BASED ON THE FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE FIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE ADJUSTED DUE TO SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE AND BELOW THE AVERAGE VALUES UTILIZED. TURF TYPE FESCUE 2.03" PER WEEK PEAK SEASON 4. EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS. ANY EQUIPMENT OTHER THAN VALVE BOXES OR SLEEVING THAT CONTAINS PIPE OR WIRES SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM EDGE OF ANY PAVED SURFACES UNLESS SPECIFICALLY INDICATED ON PLANS. BOXES INSTALLED IN OPEN TURF AREAS SHALL BE KEPT TO EDGES AND STAKED FOR REVIEW IF ALONG HIGH TRAFFIC AREAS. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF 3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALE. ALL VALVE BOXES WITHIN PAVEMENT SHALL BE TIER 15 RATED BOXES FOR HEAVY DUTY NON-DELIBERATE TRAFFIC. BOX LID COLOR SHALL MATCH ADJACENT MATERIALS, I.E. GREEN IN TURF, TAN IN WOOD MULCH, GRAY IN STONE MULCH, PURPLE FOR RECLAIMED WATER SYSTEMS (IF REQUIRED). REFER TO LANDSCAPE PLANS FOR MATERIAL COLORS AND TYPES. ALL BOXES SHALL BE INSTALLED TO BE FLUSH WITH GRADE AND IN AN ORDERLY MANNER. 5. PIPING INSTALLATION - IRRIGATION PIPING SHALL MAINTAIN A MINIMUM DISTANCE FROM BUILDING FOUNDATIONS OF 5 FEET OR AS DESCRIBED IN SOILS REPORT, WHICHEVER IS GREATER. NO SPRAY IRRIGATION SHALL OCCUR WITHIN 10 FEET OF THE FOUNDATION. NO DRIP IRRIGATION SHALL OCCUR WITHIN 5 FEET OF THE FOUNDATION UNLESS SOIL MOISTURE SENSORS ARE INSTALLED ON VALVES SERVICING THESE AREAS. ALL IRRIGATION PIPING AND EMISSION DEVICES LOCATED ON TOP OF OR WITHIN BUILDING STRUCTURE SHALL CONFORM TO WATERPROOFING CONSULTANT REQUIREMENTS. PIPE ROUTING MAY BE SHOWN WITHIN THESE DISTANCES FOR GRAPHICAL CLARITY ONLY. 6. MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ON PRESSURE SUPPLY LINE DIRECTLY DOWNSTREAM OF BACKFLOW PREVENTER AND AT ALL LOW POINTS AND DEAD ENDS OF PRESSURE SUPPLY PIPING TO ENSURE COMPLETE DRAINAGE OF SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THESE LOCATIONS IN-FIELD AND INSTALLATION LOCATIONS SHALL BE NOTED ON AS-BUILTS. 7. POP-UP SPRAY NOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP SPRAY HEADS. INSTALL 15 SERIES NOZZLES ON ALL HEADS SPACED AT 12' TO 14'. INSTALL 12 SERIES NOZZLES ON ALL HEADS SPACED 10' TO 11'. INSTALL 10 SERIES NOZZLES ON ALL HEADS SPACED AT 8' TO 9'. INSTALL 8 SERIES NOZZLES ON ALL HEADS SPACED AT 6' TO 7'. INSTALL 5' NOZZLES ON ALL HEADS SPACED AT 5'. INSTALL SIDE STRIP NOZZLES ON ALL HEADS WITH AN "S" DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ON ALL HEADS WITH AN "L" OR "R" DESIGNATION. VARIABLE ARC NOZZLES SHOULD BE UTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR FOR ANY ANGLES THAT ARE NOT A STANDARD NOZZLE ANGLE. WHERE INDICATED, INSTALL LOW FLOW SQ SERIES SQUARE NOZZLES AT SPACING SHOWN. 8. UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESS OTHERWISE NOTED. 9. SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED IN THE SIZES AND QUANTITIES SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERE SLEEVES ARE SHOWN, BUT NOT LABELED, FOLLOW THE SCHEDULE BELOW. ALL MAINLINE, CONTROL WIRES AND DRIP LINES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. ALL MAINLINE SLEEVE LOCATIONS TO INCLUDE A SEPARATE WIRE SLEEVE.SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY) 34" - 114" PIPING 2" PVC (1) 112" - 2" PIPING 4" PVC (1) CONTROL WIRE 2" PVC (1) 10. ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY ADJUSTING NOZZLE DIRECTION AND NOZZLE RADIUS. 11. PLANS AND SPECIFICATIONS - CONTRACTOR RESPONSIBLE TO ENSURE WORK CONFORMS TO PLANS AND SPECIFICATIONS. AT ONSET OF CONSTRUCTION, VERIFY PLANS ARE CURRENT. WHERE REQUIRED BY CITY OR TOWN, CONTRACTOR SHALL CONSTRUCT ONLY OFF CITY OR TOWN STAMPED PLANS. REVISIONS TO CITY OR TOWN STAMPED PLANS SHALL CONFORM TO CITY OR TOWN FIELD CHANGE PROCEDURES AND DOCUMENTATION. 12. SIMULTANEOUS ZONE OPERATION - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE MULTIPLE ZONES SIMULTANEOUSLY BASED ON INDIVIDUAL ZONE FLOW. THE DESIGN IS INTENDED TO OPERATE MULTIPLE VALVES, UP TO THE MAXIMUM FLOW IN THE POINT OF CONNECTION NOTE. REFER TO CONTROLLER SPECIFICATION FOR MAXIMUM SIMULTANEOUS VALVE COUNT. 13. WATER BUDGETS AND PROJECTIONS - HYDROSYSTEMS-KDI HAS BASED THE IRRIGATION DESIGN AND THE ASSOCIATED PROJECTED WATER USE UPON SUCH FACTORS AS CITY OR WATER DISTRICT IMPOSED REQUIREMENTS, PUBLISHED PLANT SPECIES WATER NEEDS, SELECTED IRRIGATION METHOD EFFICIENCIES AS REPORTED BY INDEPENDENT TESTING FACILITIES, HISTORICAL WEATHER DATA FOR THE PROJECT LOCATION, AND PROPER MAINTENANCE PROCEDURES. HYDROSYSTEMS*KDI IS NOT RESPONSIBLE, AND ACCEPTS NO RESPONSIBILITY, FOR THE ACTUAL WATER USAGE VARIATION THAT IS A RESULT OF FIELD MODIFICATIONS TO THE SYSTEM NOT MATCHING CONSTRUCTION DOCUMENTS, IMPROPER MAINTENANCE, WASTE DUE TO SYSTEM DAMAGE OR VANDALISM, OR WEATHER CONDITIONS THAT DEVIATE FROM PUBLISHED 30 YEAR HISTORICAL AVERAGES. IRRIGATION CONSTRUCTION NOTES DIRECTORYIRRIGATION SCHEDULE IR1.0IRRIGATION NOTES IR1.0IRRIGATION PLANS IR1.1IRRIGATION DETAILS IR2.0 - IR2.1 13949 W. Colfax Ave,, Suite 260 Lakewood, Colorado 80401o: 303.980.5327 www.hydrosystemskdi.com Irrigation Consulting & Water Management IR1.0 IRRIGATION NOTES & SCHEDULE NTS IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO.DESCRIPTION DETAIL NO. RAIN BIRD 1806-SAM-PRS WITH MPR FIXED SPRAY SERIES NOZZLE POPUP SPRAY HEAD 1 RAIN BIRD 1806-SAM-PRS WITH MPR FIXED SPRAY STRIP SERIES NOZZLE POPUP SPRAY HEAD 1 RAIN BIRD 6504 WITH #NOZZLE -RAIN CURTAIN (@40 PSI)GEAR DRIVEN ROTOR 2 5012-PL-PC/FC-SAM WITH #MPR-25 NOZZLES (@35 psi)HI-POP GEAR DRIVEN ROTOR 16 5012-PL-PC/FC-SAM WITH #MPR-30 NOZZLES (@35 psi)HI-POP GEAR DRIVEN ROTOR 16 5012-PL-PC/FC-SAM WITH #MPR-35 NOZZLES (@35 psi)HI-POP GEAR DRIVEN ROTOR 16 5012-PL-PC-SAM WITH #NOZ -RAIN CURTAIN (@35 psi)HI-POP GEAR DRIVEN ROTOR 16 RAIN BIRD PESB SERIES ELECTRIC CONTROL VALVE 3 RAIN BIRD 44LRC QUICK COUPLING VALVE 4 RAIN BIRD ESP-SAT -40 STATION (MAXICOM)ELECTRIC CONTROLLER 5 & 14 RAIN BIRD RAINGAUGE RAIN SENSOR DEVICE 6 N/S OLDCASTLE / CARSON REFER TO SPECIFICATIONS AND DETAILS VALVE BOXES VARIOUS N/S MATCO 201X MANUAL DRAIN VALVE 8 LINE SIZE - 212'' AND SMALLER GATE VALVE 9 RAIN BIRD PESB SERIES MASTER CONTROL VALVE 10 RAIN BIRD FS150P (112")FLOW SENSOR 11 SCHEDULE 40 BE - 212" & SMALLER PVC MAINLINE 12 SCHEDULE 40 BE PVC LATERAL 12 CLASS 200 PVC SLEEVING 13 GOULDS 35GS15 -1.5 HP, 240V, SINGLE PHASE (CONTACT MICHAEL RICHARDS @ CORE & MAIN, 406-728-7336) WELL (EXISTING) INSTALL NEW WELL PUMP (35 GPM @ 78 PSI)7 N/S GOULDS AQUAVAR SOLO-2 (NEMA 3R ENCLOSURE) -(CONTACT MICHAEL RICHARDS @ CORE & MAIN, 406-728-7336) WELL CONTROLLER W/ PRESSURE TRANSDUCER 7 PRESSURE TRANSDUCER 7 RAIN BIRD lCRBY200S -2"Y-STRAINER 17 & 15 R SL #6 #6 #6 #6 #25 #25 #25 #25 #30 #30 #30 #30 #35 #35 #35 #35 #1.5 #3.0 #3.0 A R FS w GPM CONTROL VALVE SIZE CONTROLLER & STATION NO. A (controller)NUMBER OF SPARE WIRES - 2 CONTROL AND 1 SPARE WIRES TO INDICATED CONTROLLER - SEE CONSTRUCTION NOTES3 POINTS OF CONNECTION & CONTROLLER DATA TAP NO.TAP SIZE (INCH) BACKFLOWPREVENTER SIZE(INCH) ASSOCIATEDCONTROLLER CONTROLLERSTATIONCOUNT PEAK FLOWREQUIREMENT(GPM) REQUIRED STATIC PRESSURE (PSI)BOOSTER PUMPREQUIRED TAP LOCATION -SEE SHEET 1 WELL #1 N/A C 40 35 75 MIN. (TBD)NO IR1.1