HomeMy WebLinkAbout032 - L 600 - Conceptual Irrigation PlanUPUPUP4807' - 6"4809' - 6"SDSDSDSDSDSDSDSDSDSDW W W W W W W W W W W W W W WSSSS
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AMEAMEAMUSPRAMUSPRCP
IRRIGATIONTYPEOVERALL IRRIGATION WATER USETOTAL AREA /QTYANNUALET RATETOTAL ANNUALH2O3,159 SF29 IN / SF57,074 GALH.E. SOD
SPRAY
IRRIGATIONH.E. TREEBUBBLER/DRIP21 TREES16.5 GAL /WEEK59,697 GALH.E. SHRUBBUBBLER/DRIP117 SHRUBS7.5 GAL /WEEK15,795 GALH.E. PERENNIAL
DRIP IRRIG.503PERENNIALS2 GAL /WEEK18,103 GALTOTAL ANNUAL H2O REQUIRED: 97,214 GALTOTAL ACRE FEET PER YEAR: 0.30 ACRE FT 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 WITH CONTINUOUS MAIN LINELOOP FOR THE ENTIRE DEVELOPMENT, IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TOCOORDINATE INSTALLATION PER LOCAL CODES AND ORDINANCES AS WELL AS WITH ARCHITECTURE AND ALLOTHER 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 IN CONTINUOUS LOOP, LATERALLINES TO BE 1" SCH 40 SOLVENT WELDED PVC OR 1" HDPE PIPE; DEPENDENT ON PRESSURES AND GALLONS PERMINUTE AT DISCRETION OF LANDSCAPE 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 EVENLY DISTRIBUTED AROUNDBASE OF TREE WITH FOUR (4) EVENLY SPACED BUBBLERS.5.TREES AND SHRUBS PLACED WITHIN PLANTING BEDS MAY UTILIZE DRIP IRRIGATION. DRIP IRRIGATION TO BEADJUSTED PER REQUIREMENTS OF EACH INDIVIDUAL PLANT.6.ALL SHRUBS OUTSIDE OF DEDICATED PLANTING BEDS TO HAVE DEDICATED BUBBLERS. BUBBLERS TO BE EVENLYDISTRIBUTED AROUND BASE OF SHRUB WITH TWO (2) EVENLY SPACED BUBBLERS.7.ALL MIXED SHRUB AND PERENNIAL PLANTINGS TO BE IRRIGATED WITH DEDICATED DRIP TUBING. DRIP EMITTERS TOBE 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 EMITTERS TO MEET WEEKLY WATERING REQUIREMENTS.8.LAWN AND SEED AREAS TO BE IRRIGATED WITH SPRAY OR ROTOR OVERHEAD IRRIGATION AS INDICATED ON PLAN.ADJUST ALL SPRINKLERS TO PROVIDE PROPER RADIUS, ARC AND TO MINIMIZE OVER-SPRAY ONTO SIDEWALKS.OVER-SPRAY ON BUILDINGS SHALL NOT BE PERMITTED.9.ALL HEADS MUST ACHIEVE HEAD-TO-HEAD COVERAGE FOR SOD AND TURF SEED AREAS.10.SYSTEM SHALL UTILIZE WEATHER / MOISTURE MONITOR, CONTRACTOR TO VERIFY BEST LOCATION IN FIELD.11.BACK FLOW ASSEMBLY AND BLOWOUT ASSEMBLY SHALL BE LOCATED IN APPROVED EXTERNAL GRADE BOX. IT ISTHE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO COORDINATE INSTALLATION PER LOCAL CODES ANDORDINANCES AS WELL AS WITH ARCHITECTURE AND ALL OTHER TRADES.12.POWER SOURCE FOR IRRIGATION CONTROLLER TO BE COORDINATED WITH ELECTRICAL ENGINEER, ELECTRICALCONTRACTOR AND LANDSCAPE CONTRACTOR.13.DO NOT INSTALL IRRIGATION SYSTEM WHEN OBVIOUS OBSTRUCTIONS OR GRADE CHANGES ARE PRESENT.14.ALL INFORMATION TO BE FIELD-VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION.15.IRRIGATION CONTRACTOR SHALL SUPPLY COMPLETE 'AS-BUILT' IRRIGATION LAYOUT FOR SUBMITTAL. IRRIGATIONCONTRACTOR SHALL SUPPLY PARTS LIST, OPERATING INSTRUCTIONS AND WATERING SCHEDULE TO OWNER ORHOA.16.ALL MAIN LINE, LATERAL LINES, AND SPRINKLERS TO BE BURIED TO PROPER DEPTHS, ANY LINE LAYING ON THESURFACE 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, COMPACT FILL AROUND SPRINKLERHEAD TO ENSURE PROPER BURIAL AND NO MOVEMENT IRRIGATION SLEEVING NOTES AND SPECIFICATIONS1.ALL SECTIONS OF MAINLINE CROSSING UNDER CONCRETE, ROADS, OR OTHER LARGE HARDSCAPE SURFACES TOBE IN SCH. 40 PVC SLEEVES.1.1.SLEEVES TO BE DOUBLE THE DIAMETER OF PROPOSED MAINLINE.1.2.LATERAL LINE SLEEVES TO BE SCH. 40 PVC AT LEAST DOUBLE THE DIAMETER OF THE LATERAL LINE SIZEPROPOSED.2.ALL INFORMATION SHOWN ON CONCEPTUAL DRAWINGS TO BE VERIFIED BY IRRIGATION DESIGNER, ANDCONTRACTOR. COORDINATION WITH GENERAL CONTRACTOR IS NECESSARY BEFORE CONSTRUCTION BEGINS TOENSURE 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 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 Sleeve168032N1L6001/16"=1'-0"Conceptual Irrigation PlanConceptualIrrigationPlanL 600design5la.com406.587.4873dateissuedrawn by:checked by:filename:z:\the porch\autocad\01_sheets\l600_thestandard_irrigation.dwg
The Guthrie at 5th & Villard
Bozeman, Montana
KHM/HU TMS
12/01/23Site Plan ReviewNOT FORCONSTRUCTION12/15/23Design Development1/26/24SPR RC103/01/24SPR RC2WEST VILLARD STREETNORTH 5TH AVE20' OVERHEADPOWER EASEMENT10' UTILITIESEASEMENT10' UTILITIESEASEMENTPROPERTYBOUNDARYPROPERTYBOUNDARYPROPERTYBOUNDARY