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28"
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FITNESSPARCELMECHMAILWOMENSMENSGATHERINGCORRIDOR
MECH
STATIONSTATIONSTATION STATIONSTATIONSTATION MOVIETHEATERJANIT
CLUBROOMENTRYCONFERENCE ROOMCONFERENCE ROOMOFFICEOFFICEPOOL EQUIPMENTDOG WASHRISER
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GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEWATER SERVICESTAIR 1UNIT B2UNITA2UNITA2UNIT B1UNIT C1UNIT B1UNITA2UNITA2UNIT B1UNIT B1UNIT B2MAINTENANCEMAIN ELEC
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TRASH ROOMMAIN ELEC.GARAGEADAGARAGEGARAGEGARAGEGARAGEGARAGEMAINTENANCESTORAGECORRIDORSTAIR 2VESTIBULEENTRYELEV 1ELEV 2CORRIDOR TRASHTERMINATIONGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEWATER SERVICESTAIR 1UNIT B2UNITA2UNITA2UNIT B1UNIT C1UNIT B1UNITA2UNITA2UNIT B1UNIT B1UNIT B2MAINTENANCEBUILDING 1COMMERCIALBUILDING2 LEVELPARKING DECKBUILDING 3BUILDING 2CLUBHOUSEWW
PHASE "2"PHASE "0"PHASE "1"PHASE "4"PHASE "2"PHASE "0"PHASE "3"PHASE "1"AMUAMUAMUAMUAMUAMUAMUAMUAMUAMUAMUAMUAMUAMUAMUAMUGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSPRSPRSPRSPRSPRSPRSPRGGGGGGGGGGGGGGSPRSPRGGSPRSPRSPRGGGGGGGGGGGGGGGGSPRSPRSPRSPRSPRSPR216'-6"189'-5"SPRSPRSPRBFBFBFBFBFIRRIGATIONTYPEIRRIGATION WATER USE- BLOCK 2TOTAL AREA /QTYANNUALET RATETOTAL ANNUALH2O37,500 SF12 IN / SF 280,350 GALH.E. SEED
SPRAY
IRRIGATIONH.E. TREEBUBBLER/DRIP126 TREES2,079 GAL /WEEK37,422 GALH.E. SHRUBBUBBLER/DRIP978 SHRUBS7,335 GAL /WEEK130,030 GALH.E. PERENNIALDRIP IRRIG.3,587PERENNIALS7,174 GAL /WEEK129,132 GALTOTAL ANNUAL H2O REQUIRED: 578,934 GALTOTAL ACRE FEET PER YEAR: 1.78 ACRE FTBF SYM DESCRIPTIONIRRIGATION SLEEVE, SCH 40 PVCBFCPIRRIGATION LEGENDCONNECTION POINT AND BACK FLOW TO BEIN MECH. ROOM. LANDSCAPE CONTRACTORTO VERIFY NECESSARY EQUIPMENT PRIORTO INSTALLATION.IRRIGATION NOTES AND SPECIFICATIONS1.LANDSCAPE CONTRACTOR TO DESIGN AND INSTALL 2 WIRE IRRIGATION SYSTEM WITHCONTINUOUS MAIN LINE LOOP FOR THE ENTIRE DEVELOPMENT, IT IS THE RESPONSIBILITYOF THE LANDSCAPE CONTRACTOR 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 WELDED PIPE INCONTINUOUS LOOP, LATERAL LINES TO BE 1" SCH 40 SOLVENT WELDED PVC OR 1" HDPEPIPE; DEPENDENT ON PRESSURES AND GALLONS PER MINUTE AT DISCRETION OFLANDSCAPE CONTRACTOR BASED ON PROFESSIONAL EXPERIENCE AND OPINION UPONDESIGN AND INSTALLATION OF THE SYSTEM.4.ALL TREES TO BE IRRIGATED THROUGH DEDICATED BUBBLERS. BUBBLERS TO BE EVENLYDISTRIBUTED AROUND BASE OF TREE WITH FOUR (4) EVENLY SPACED BUBBLERS.5.TREES AND SHRUBS PLACED WITHIN PLANTING BEDS MAY UTILIZE DRIP IRRIGATION. DRIPIRRIGATION TO BE ADJUSTED PER REQUIREMENTS OF EACH INDIVIDUAL PLANT.6.ALL SHRUBS OUTSIDE OF DEDICATED PLANTING BEDS TO HAVE DEDICATED BUBBLERS.BUBBLERS TO BE EVENLY DISTRIBUTED AROUND BASE OF SHRUB WITH TWO (2) EVENLYSPACED BUBBLERS.7.ALL MIXED SHRUB AND PERENNIAL PLANTINGS TO BE IRRIGATED WITH DEDICATED DRIPTUBING. DRIP EMITTERS TO BE ADJUSTED PER REQUIREMENTS 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 NEED ADDITIONAL EMITTERSTO MEET WEEKLY WATERING REQUIREMENTS.8.LAWN AND SEED AREAS TO BE IRRIGATED WITH HIGH EFFICIENCY MP ROTOR OVERHEADIRRIGATION AS INDICATED ON PLAN. ADJUST ALL SPRINKLERS TO PROVIDE PROPERRADIUS, ARC AND TO MINIMIZE OVER-SPRAY ONTO SIDEWALKS. OVER SPRAY ONBUILDINGS SHALL NOT BE PERMITTED.9.ALL HEADS MUST ACHIEVE HEAD-TO-HEAD COVERAGE FOR TURF SEED AREAS.10.SYSTEM SHALL UTILIZE WEATHER / MOISTURE MONITOR, CONTRACTOR TO VERIFY BESTLOCATION IN FIELD.11.BACK FLOW ASSEMBLY AND BLOWOUT ASSEMBLY SHALL BE LOCATED IN APPROVEDEXTERNAL GRADE BOX OR WATER ROOM. IT IS THE RESPONSIBILITY OF THE LANDSCAPECONTRACTOR TO COORDINATE INSTALLATION PER LOCAL CODES AND ORDINANCES ASWELL AS WITH ARCHITECTURE AND ALL OTHER TRADES.12.POWER SOURCE FOR IRRIGATION CONTROLLER TO BE COORDINATED WITH ELECTRICALENGINEER, ELECTRICAL CONTRACTOR AND LANDSCAPE CONTRACTOR.13.DO NOT INSTALL IRRIGATION SYSTEM WHEN OBVIOUS OBSTRUCTIONS OR GRADECHANGES ARE PRESENT.14.ALL INFORMATION TO BE FIELD-VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION.15.IRRIGATION CONTRACTOR SHALL SUPPLY COMPLETE 'AS-BUILT' IRRIGATION LAYOUT FORSUBMITTAL. IRRIGATION CONTRACTOR SHALL SUPPLY PARTS LIST, OPERATINGINSTRUCTIONS AND WATERING SCHEDULE TO OWNER OR HOA.16.ALL MAIN LINE, LATERAL LINES, AND SPRINKLERS TO BE BURIED TO PROPER DEPTHS, ANYLINE LAYING ON THE SURFACE UPON COMPLETION OF 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 FINISHED SURFACE, COMPACTFILL AROUND SPRINKLER HEAD TO ENSURE PROPER BURIAL AND NO MOVEMENT IRRIGATION SLEEVING NOTES AND SPECIFICATIONS1.ALL SECTIONS OF MAINLINE CROSSING UNDER CONCRETE, ROADS, OR OTHER LARGEHARDSCAPE SURFACES TO BE IN SCH. 40 PVC SLEEVES.1.1.SLEEVES TO BE 4" DIAMETER MIN. OR DOUBLE THE DIAMETER OF PROPOSED MAINLINE.1.2.LATERAL LINE SLEEVES TO BE SCH. 40 PVC AT LEAST DOUBLE THE DIAMETER OF THELATERAL LINE SIZE PROPOSED.2.ALL INFORMATION SHOWN ON CONCEPTUAL DRAWINGS TO BE VERIFIED BY IRRIGATIONDESIGNER, AND CONTRACTOR. COORDINATION WITH GENERAL CONTRACTOR ISNECESSARY BEFORE CONSTRUCTION BEGINS TO ENSURE PROPER LOCATION OF SLEEVES,ELECTRICAL CONNECTIONS, AND WATER SOURCE CONNECTIONS.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 THESURFACE TO MARK SLEEVEWASHED 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 DETAILNTSIrrigation Sleeve4020080N1L6001"=40'-0"Irrigation Water Use Calculations & Sleeving Plandesign5la.com406.587.4873www.kephart.com2555 WALNUT STREETDENVER, COLORADO 80205ALPENGLOW APTS
SOUTH UNIVERSITY DISTRICT - BLOCK 1
BOZEMAN, MONTANADATEISSUENOT FOR CONSTRUCTION09/29/23SPRNO.CHECKED BYDRAWN BYTSNBIrrigation WaterUse CalculationsL 6.00