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Home My WebLink About030 - L 600 - Irrigation Notes and SchedulesH2ODAYGPMPROPOSED IRRIGATION SCHEDULE1.541.28.50.572.11.98.911DURATIONMINUTESH2OINITIAL GPDH2OEST. GPDZONE1D2D3D4D5D6D7DTOTAL DAILYH2O INITIAL354.8 GALTOTAL DAILYH2O EST.173 GALSPRAY ZONES: SHALL BE OPERATED MULTIPLE TIMES PER DAY AT DISCRETION OF INSTALLERDURING ESTABLISHMENT PERIOD, NOT TO EXCEED A TOTAL OF 60 MINS PER ZONE. AFTERESTABLISHED REDUCE TIME IN HALF FOR EACH RUN TIME, AND ONLY WATER ON DAYSALLOWED BY CITY OF BOZEMAN WATERING RESTRICTIONS.NOTES:1.OVERHEAD SPRAY IRRIGATION CAN BE UTILIZED SEVEN (7) DAYS DURING THE 45 DAY ESTABLISHMENT PERIOD. FOLLOWING THE 45 DAY ESTABLISHMENT PERIOD, OVERHEADSPRAY IRRIGATION SHALL BE USED IN ACCORDANCE TO THE CITY OF BOZEMAN WATERING WINDOWS, DRIP IRRIGATION IS ALLOWED TO BE USED ANY DAY OF THEWEEK AS NEEDED PER CITY OF BOZEMAN WEBSITE: https://www.bozeman.net/departments/utilities/water-conservation/permanent-watering-restrictions.IF ESTABLISHMENT CANNOT BE MET AFTER THE FIRST 45 DAYS, AN EXEMPTIONREQUEST FORM MUST BE SUBMITTED TO THE WATER CONSERVATION DIVISION FORAPPROVAL PER ADMINISTRATIVE ORDER 2023-02 UPON SUBMISSION OF THE LANDSCAPEINSTALLATION CERTIFICATE OF COMPLETION.IT IS THE DUTY OF THE OWNER ANDMAINTENANCE CONTRACTOR TO CONFORM TO ALL CITY OF BOZEMAN WATERINGRESTRICTIONS.2.ALL BUILDING LANDSCAPE IRRIGATION TO BE COORDINATED WITH LANDSCAPECONTRACTOR, G.C., MEP, ARCH AND PLUMBER2.1.1.CONNECTION POINT TO BE DETERMINED BY OTHERS. GRAPHICALLY SHOWNFOR INTENT ONLY2.1.2.PROVIDE BACKLFOW PREVENTION IN WET MECH ROOM ABOVE FLOOR DRAINAND STUB OUT OF THE BUILDING DURING CONSTRUCTION.3.FINAL IRRIGATION AND PLUMBING EQUIPMENT SUBJECT TO CHANGE.4.IRRIGATION SLEEVING TO BE PROVIDED BY CIVIL CONTRACTOR/GC; SET SLEEVESUNDER ROADS PER PLAN AND COORDINATE WITH LANDSCAPE/IRRIGATION INSTALLERPRIOR TO POURING ROADS OR CONCRETE AND SETTING BOULDERS AND RETAININGWALLS5.SEE IRRIGATION AND GRADING PLANS FOR MORE INFORMATION L100, L600, L7004545454545454569.457.822.525.594.943.940.934281112472120.13.533.40.2021DT2DT1S3DT154 GAL77 GAL606030608.032.0102.012.0416516345671.541.28.50.572.11.98.911D2D3D4D5D6D7D354.8 GAL173 GAL4545454545454569.457.822.525.594.943.940.9342811124721201.541.28.50.572.11.98.911D2D3D4D5D6D7D354.8 GAL173 GAL4545454545454569.457.822.525.594.943.940.9342811124721201.541.28.50.572.11.98.911D2D3D4D5D6D7D354.8 GAL173 GAL4545454545454569.457.822.525.594.943.940.934281112472120.13.533.40.201DT2DT1S3DT154 GAL77 GAL606030608.032.0102.012.0416516.13.533.40.201DT2DT1S3DT154 GAL77 GAL606030608.032.0102.012.0416516COVERAGE TYPEIRRIGATION WATER USE REQUIRMENTAREADROUGHT TOLERANTTREES / SHRUBS /PERENNIALS 7,790 SFGAL / SF /YR5.4LANDSCAPED AREA 8,570 SFNOTE:1.SQUARE FOOTAGES INDICATE THE ENTIRE BED AREA TO BEIRRIGATED.2.WATER USE PER COVERAGE TYPES WERE DETERMINED USINGCITY OF BOZEMAN PRESCRIPTIVE LANDSCAPE PATHWAYCALCULATIONS.WATER USE42,633 GALTOTALGALLONS / SF / YR6.65 GAL / SF / YRCOOL SEASON TURFGRASS 780 SF18.414,352 GALIRRIGATION 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 CODESAND ORDINANCES 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 INDIVIDUALPLANT.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 ADDITIONALEMITTERS TO MEET WEEKLY WATERING REQUIREMENTS.8.LAWN AND SEED AREAS TO BE IRRIGATED WITH SPRAY OR ROTOR OVERHEAD IRRIGATIONAS INDICATED ON PLAN. ADJUST ALL SPRINKLERS TO PROVIDE PROPER RADIUS, ARC ANDTO MINIMIZE OVER-SPRAY ONTO SIDEWALKS. OVER-SPRAY ON BUILDINGS SHALL NOT BEPERMITTED.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 BESTLOCATION IN FIELD.11.BACK FLOW ASSEMBLY AND BLOWOUT ASSEMBLY SHALL BE LOCATED IN APPROVEDEXTERNAL GRADE BOX. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TOCOORDINATE INSTALLATION PER LOCAL CODES AND ORDINANCES AS WELL AS WITHARCHITECTURE 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 BEACCEPTABLE.-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 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 OFSLEEVES, ELECTRICAL CONNECTIONS, AND WATER SOURCE CONNECTIONS.Irrigation Notesand SchedulesL 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 NOT FORCONSTRUCTION09/06/24Site Plan Review10/11/24Site Plan Revision 1.1