HomeMy WebLinkAbout036 - L600 - Irrigation Guidance PlanIRRIGATIONTYPEIRRIGATION SCHEDULETOTALAREA / QTYANNUALET RATETOTALANNUAL H2O2100 SF29 IN / SF37,941 GALH.E. BLVD
SPRAY IRRIGATION
980 SF29 IN / SF17,706 GALH.E. ROTARY
SPRAY IRRIGATIONH.E. TREEBUBBLER10 TREES165 GAL /WEEK2,970 GALH.E. SHRUBDRIP IRRIG.45 SHRUBS338 GAL /WEEK6,075 GALH.E.PERENNIALDRIP IRRIG.361PERENNIALS722 GAL /WEEK12,996 GALTOTAL ANNUAL H2O REQUIRED: 77,687 GALTOTAL ACRE FEET PER YEAR: .24 ACREFEETGASUESSSSSSSSSSSSSSSSD>>>>>>>>>>>>>>>>>>>>
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SDSDSDSDSDSDSDSDSDSDHARHARHARAMUAMUBFCPPROVIDE CONNECTIONPOINT & STUB OUT INBUILDING, VERIFY WITHMEP AND ARCH.IRRIGATIONSLEEVE, TYP.CANTER AVENUE
CLUBHOUSE SYM DESCRIPTIONIRRIGATION SLEEVE, SCH 40 PVCBFCPIRRIGATION LEGENDCONNECTION POINT AND BACK FLOW TO BEIN MECH. ROOM. LANDSCAPE CONTRACTORTO VERIFY NECESSARY EQUIPMENT PRIORTO INSTALLATION.FINISH GRADESCH. 40 PVC SLEEVE - 4" MIN. OR 2X THE O.D.OF THE IRRIGATION PIPINGWRAP 12 GAUGE WIRE AROUND EACH ENDOF THE SLEEVE AND EXTEND TO THESURFACEWASHED AND GRADED MORTARSAND BACKFILL IN ROCKY SOIL.PAVEMENT EDGENOTE:1.CAP SLEEVES UNTIL USE.2.4" MIN. HORIZONTAL SEPARATION REQUIRED BETWEEN SLEEVESIN THE SAME TRENCH.3.IRRIGATION PIPE AND CONTROL WIRES SHALL BE SLEEVEDSEPARATELY.4.SOIL AROUND SLEEVE BACKFILLED AND COMPACTED TO THESAME DENSITY AS THE SURROUNDING SOIL.DEPTH PER TRENCHING DETAIL2L600NTSIrrigation SleeveIRRIGATION NOTES AND SPECIFICATIONS1.LANDSCAPE CONTRACTOR TO DESIGN AND INSTALL 2 WIRE IRRIGATIONSYSTEM WITH CONTINUOUS MAIN LINE LOOP FOR THE ENTIREDEVELOPMENT, IT IS THE RESPONSIBILITY OF THE LANDSCAPECONTRACTOR TO COORDINATE INSTALLATION PER LOCAL CODES ANDORDINANCES AS WELL AS WITH ARCHITECTURE AND ALL OTHER TRADES.2.ALL VALVE BOXES TO BE STANDARD SIZE OR LARGER.3.IRRIGATION MAIN LINE TO BE 1.5" OR 2.0" SCH. 40 PVC SOLVENT WELDEDPIPE IN CONTINUOUS LOOP, LATERAL LINES TO BE 1" SCH 40 SOLVENTWELDED PVC OR 1" HDPE PIPE; DEPENDENT ON PRESSURES AND GALLONSPER MINUTE AT DISCRETION OF LANDSCAPE CONTRACTOR BASED ONPROFESSIONAL EXPERIENCE AND OPINION UPON DESIGN ANDINSTALLATION OF THE SYSTEM.4.ALL TREES TO BE IRRIGATED THROUGH DEDICATED BUBBLERS. BUBBLERSTO BE EVENLY DISTRIBUTED AROUND BASE OF TREE WITH FOUR (4)EVENLY SPACED BUBBLERS.5.TREES AND SHRUBS PLACED WITHIN PLANTING BEDS MAY UTILIZE DRIPIRRIGATION. DRIP IRRIGATION TO BE ADJUSTED PER REQUIREMENTS OFEACH INDIVIDUAL PLANT.6.ALL SHRUBS OUTSIDE OF DEDICATED PLANTING BEDS TO HAVE DEDICATEDBUBBLERS. BUBBLERS TO BE EVENLY DISTRIBUTED AROUND BASE OFSHRUB WITH TWO (2) EVENLY SPACED BUBBLERS.7.ALL MIXED SHRUB AND PERENNIAL PLANTINGS TO BE IRRIGATED WITHDEDICATED DRIP TUBING. DRIP EMITTERS TO BE ADJUSTED PERREQUIREMENTS OF EACH INDIVIDUAL PLANT.RECOMMENDED EMITTERS PER PLANT TYPE:PERENNIALS- (1) 0.5 GPH EMITTERSHRUBS- (2) 1.0 GPH EMITTERS/0.25-2.0 GPM BUBBLERSTREES- (4) 1.0 GPH EMITTERS/0.25-2.0 GPM BUBBLERS***TREES UTILIZING DRIP IN PLANTING BEDS MAY NEEDADDITIONAL EMITTERS TO MEET WEEKLY WATERING REQUIREMENTS.8.LAWN AND SEED AREAS TO BE IRRIGATED WITH SPRAY OR ROTOROVERHEAD IRRIGATION AS INDICATED ON PLAN. ADJUST ALL SPRINKLERSTO PROVIDE PROPER RADIUS, ARC AND TO MINIMIZE OVER-SPRAY ONTOSIDEWALKS. OVER-SPRAY ON BUILDINGS SHALL NOT BE PERMITTED.8.1.MULTI-STREAM, MULTI-TRAJECTORY NOZZLES WILL BE USED WHEREPOSSIBLE TO CONSERVE WATER.9.ALL HEADS MUST ACHIEVE HEAD-TO-HEAD COVERAGE FOR SOD AND TURFSEED AREAS.10.SYSTEM SHALL UTILIZE WEATHER / MOISTURE MONITOR, CONTRACTOR TOVERIFY BEST LOCATION IN FIELD.11.BACK FLOW ASSEMBLY AND BLOWOUT ASSEMBLY SHALL BE LOCATED INAPPROVED EXTERNAL GRADE BOX. IT IS THE RESPONSIBILITY OF THELANDSCAPE CONTRACTOR TO COORDINATE INSTALLATION PER LOCALCODES AND ORDINANCES AS WELL AS WITH ARCHITECTURE AND ALLOTHER TRADES.12.POWER SOURCE FOR IRRIGATION CONTROLLER TO BE COORDINATEDWITH ELECTRICAL ENGINEER, ELECTRICAL CONTRACTOR AND LANDSCAPECONTRACTOR.13.DO NOT INSTALL IRRIGATION SYSTEM WHEN OBVIOUS OBSTRUCTIONS ORGRADE CHANGES ARE PRESENT.14.ALL INFORMATION TO BE FIELD-VERIFIED BY CONTRACTOR PRIOR TOINSTALLATION.15.IRRIGATION CONTRACTOR SHALL SUPPLY COMPLETE 'AS-BUILT'IRRIGATION LAYOUT FOR SUBMITTAL. IRRIGATION CONTRACTOR SHALLSUPPLY PARTS LIST, OPERATING INSTRUCTIONS AND WATERINGSCHEDULE TO OWNER OR HOA.16.ALL MAIN LINE, LATERAL LINES, AND SPRINKLERS TO BE BURIED TOPROPER DEPTHS, ANY LINE LAYING ON THE SURFACE UPON COMPLETIONOF PROJECT WILL NOT BE ACCEPTABLE.-MAIN BURY DEPTH = MIN. 18" BELOW FINISH GRADE-LATERAL LINE BURY DEPTH = MIN.12 " BELOW FINISH GRADE--ALL SPRINKLERS TO BE SET IN GROUND AND FLUSH WITH FINISHEDSURFACE, COMPACT FILL AROUND SPRINKLER HEAD TO ENSURE PROPERBURIAL AND NO MOVEMENTIRRIGATION SLEEVING NOTES AND SPECIFICATIONS1.ALL SECTIONS OF MAINLINE CROSSING UNDER CONCRETE,ROADS, OR OTHER LARGE HARDSCAPE SURFACES TO BE IN SCH.40 PVC SLEEVES.1.1.SLEEVES TO BE DOUBLE THE DIAMETER OF PROPOSEDMAINLINE.1.2.LATERAL LINE SLEEVES TO BE SCH. 40 PVC AT LEAST DOUBLETHE DIAMETER OF THE LATERAL LINE SIZE PROPOSED.2.ALL INFORMATION SHOWN ON CONCEPTUAL DRAWINGS TO BEVERIFIED BY IRRIGATION DESIGNER, AND CONTRACTOR.COORDINATION WITH GENERAL CONTRACTOR IS NECESSARYBEFORE CONSTRUCTION BEGINS TO ENSURE PROPER LOCATIONOF SLEEVES, ELECTRICAL CONNECTIONS, AND WATER SOURCECONNECTIONS.1L6001" = 10'-0"Irrigation Guidance Plan Irrigation GuidancePlanL 600N105020N105020design5la.com406.587.4873dateissue07/14/23Site Plan Reviewdrawn by:checked by:filename:z:\south range crossing ph1-3\autocad\01_sheets\clubhouse sheets\l600_clubhouse_irrigation.dwg
South Range Crossing
Clubhouse
Bozeman, Montana
AVD TMS
108/31/23SP1 RC11