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Home My WebLink AboutSTANFORD SENIOR LIVING - FDP210017 - SUBMITTAL DOCUMENTS - ROUND 6 - LANDSCAPE PLANlegendSYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYTURF SPRAY HEAD 5 SERIES MPRRAIN BIRD RD-06-S-P30, 6.0" POP-UP, WITH 30 PSI IN-STEMPRESSURE REGULATION, AND SEAL-A-MATIC CHECKVALVE. 1/2" NPT FEMALE THREADED INLET.48TURF SPRAY HEAD 8 SERIES MPRRAIN BIRD RD-06-S-P30, 6.0" POP-UP, WITH 30 PSI IN-STEMPRESSURE REGULATION, AND SEAL-A-MATIC CHECKVALVE. 1/2" NPT FEMALE THREADED INLET.104TURF SPRAY HEAD 10 SERIES MPRRAIN BIRD RD-06-S-P30, 6.0" POP-UP, WITH 30 PSI IN-STEMPRESSURE REGULATION, AND SEAL-A-MATIC CHECKVALVE. 1/2" NPT FEMALE THREADED INLET.9TURF SPRAY HEAD 12 SERIES MPRRAIN BIRD RD-06-S-P30, 6.0" POP-UP, WITH 30 PSI IN-STEMPRESSURE REGULATION, AND SEAL-A-MATIC CHECKVALVE. 1/2" NPT FEMALE THREADED INLET.2TURF SPRAY HEAD 15 SERIES MPRRAIN BIRD RD-06-S-P30, 6.0" POP-UP, WITH 30 PSI IN-STEMPRESSURE REGULATION, AND SEAL-A-MATIC CHECKVALVE. 1/2" NPT FEMALE THREADED INLET.3TURF ROTARY HEAD MP CORNERHUNTER MP-CORNER NOZZLE ON RAIN BIRD RD-06-S-P456" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO45 PSI. MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC45-105.6TURF ROTARY HEAD MP1000HUNTER MP1000 NOZZLE ON RAIN BIRD RD-06-S-P456" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO45 PSI. MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC.126TURF ROTARY HEAD MP2000HUNTER MP2000 NOZZLE ON RAIN BIRD RD-06-S-P456" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO45 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210,G=GREEN ADJ ARC 210-270, R=RED 360 ARC.28TURF ROTARY HEAD MP3000HUNTER MP3000 NOZZLE ON RAIN BIRD RD-06-S-P456" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO45 PSI. MP ROTATOR NOZZLE. B=BLUE ADJ ARC 90-210,Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC.7SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYRAIN BIRD XCZPGA-100-PRFRAIN BIRD XCZPGA-100-PRF ASSEMBLY WITH 1" PGAVALVE AND 1" PRESSURE REGULATING RBY FILTER AND40PSI PRESSURE REGULATOR. IT IS 2 WIRE COMPATIBLERESIDENTIAL CONTROL ZONE KIT.8PIPE TRANSITION POINTPIPE TRANSITION FROM PVC LATERAL TO DRIP TUBINGWITH RISER IN 6" DRIP BOX.26FLUSH VALVE3/4" PVC BALL VALVE IN 10" VALVE BOX.31AREA TO RECEIVE DRIP EMITTERSAREA FOR DRIP EMITTERSRAIN BIRD XB-PCSINGLE OUTLET, PRESSURE COMPENSATING DRIPEMITTERS. FLOW RATES OF 0.5GPH=BLUE, 1.0GPH=BLACK,AND 2.0GPH=RED. COMES WITH A SELF-PIERCING BARBINLET X BARB OUTLET.12,675 S.F.Emitter Notes:0.5 GPH emitters (2 assigned to each #1 plant)0.5 GPH emitters (4 assigned to each #5 plant)0.5 GPH emitters (1 assigned to each 4"pot plant)2.0 GPH emitters (3 assigned to each B & B, 1.5"Cal plant)2.0 GPH emitters (4 assigned to each B & B, 2" plant)2.0 GPH emitters (4 assigned to each B & B, 2"Cal plant)2.0 GPH emitters (6 assigned to each B & B, 2.5"Cal plant)2.0 GPH emitters (4 assigned to each B & B, 6` CLUMP plant)2.0 GPH emitters (4 assigned to each B & B, 6` HT plant)2.0 GPH emitters (6 assigned to each EXST plant)QHFFHTQFHTQQTQFHTQTQFHTXMOKGRYAXIRRIGATION SCHEDULEGENERAL NOTES:1.PRIOR TO BEGINNING WORK VERIFY THE CONTRACT DRAWINGS AGAINST ALL APPLICABLE EXISTING CONDITIONS, NOTIFY THE DESIGNER IMMEDIATELY UPONDISCOVERY OF UNFORESEEN SITE CONDITIONS OR PLAN DISCREPANCIES.2.CONTRACTOR IS RESPONSIBLE TO INSPECT AND CONFIRM SITE CONDITIONS PRIOR TO BEGINNING WORK.3.VERIFY LOCATION OF ALL ABOVE AND BELOW GRADE MECHANICAL, PLUMBING, ELECTRICAL/UTILITY LINES AND EQUIPMENT AND ADHERE TO ALL FEDERAL,MUNICIPAL, UTILITY PURVEYOR REQUIRED EASEMENTS, MINIMUM OFFSETS AND SETBACKS.4.ALL ACCESS TO SITE, USE OF UTILITIES, STORAGE, AND OTHER REQUIREMENTS SHALL BE COORDINATED PRIOR TO BEGINNING WORK.IRRIGATION NOTES:1.THE CONTRACTOR IS TO INSTALL AN AUTOMATIC IRRIGATION SYSTEM THAT WILL PROVIDE COVERAGE FOR ALL LANDSCAPED AREAS AS SHOWN ON CONTRACTDRAWINGS.2.REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS.3.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND MUNICIPAL CODES FOR WORK NECESSARY IN IRRIGATION SYSTEM INSTALLATION.4.AREAS NOT MAINTAINED BY THE CITY OF AURORA, REQUIRE AN IRRIGATION AND SOIL PERMIT PRIOR TO INSTALLATION OF ANY IRRIGATION EQUIPMENT BY LOCALCODE. CONTACT AURORA - WATER CONSERVATION AT 303-739-7195 TO OBTAIN THE REQUIRED PERMIT PRIOR TO INSTALLATION.5.POINT OF CONNECTION SHOWN ON THE IRRIGATION PLANS ARE PER THE CIVIL DOCUMENTS. REPORT ANY DISCREPANCIES IN THE LOCATION TO THE DESIGNERFOR CLARIFICATION OR REVISION.6.CONTRACTOR IS TO PROVIDE ALL NECESSARY PIPE, VALVES, ETC. DOWNSTREAM FROM POINT OF CONNECTION NOT INSTALLED BY OTHER DISCIPLINES.7.WORK SHALL BE DONE IN FULL ACCORDANCE WITH THE RULES AND REGULATIONS OF THE 2009 INTERNATIONAL PLUMBING CODE (IPC) AND ALL OTHER STATE ORLOCAL MUNICIPAL REGULATIONS CURRENT UPON THE SIGNING OF THIS CONTRACT.8.CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATIONEQUIPMENT BE INSTALLED IN LANDSCAPED AREAS WHEREVER POSSIBLE AND WITHIN THE PROPERTY LIMITS. ANY EQUIPMENT SHOWN OUTSIDE OF THESE LIMITSIS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY.9.LATERAL AND MAINLINE PIPE, CONTROL WIRES AND SLEEVES ARE SHOWN ON CONTRACT DRAWINGS SPACED HORIZONTALLY ON PLAN FOR GRAPHIC CLARITYONLY. CONTRACTOR SHALL CONSOLIDATE IRRIGATION LATERALS, MAINLINES AND COMPONENTS WHEREVER POSSIBLE. IRRIGATION PIPING SHALL BE INSTALLEDWITH A MINIMUM OF 4 INCHES CLEAR ON ALL SIDES.10.CONTRACTOR SHALL MAINTAIN THE MINIMUM DEPTHS DETAILED AND SPECIFIED FOR ALL IRRIGATION EQUIPMENT.11.CONTRACTOR IS TO VERIFY AVAILABLE PRESSURE AND FLOW AT POINT OF CONNECTION PRIOR TO INSTALLATION OF IRRIGATION SYSTEM EQUIPMENT.12.CONTRACTOR TO COORDINATE INSTALLATION OF SLEEVING WITH OVERALL SITE CONSTRUCTION AND INSTALLATION OF PAVING AND SIDEWALKS. ALL SLEEVINGUNDER PAVED SURFACES SHOWN ON CONTRACT DRAWINGS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL MAINLINES, LATERAL LINES, DRIP LINES ANDCONTROL WIRES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. INSTALL SLEEVING AS PER DETAIL, NOTES, SCHEDULES AND SPECIFICATIONS.13.ALL PIPING, PVC ELECTRICAL SLEEVES, ETC. UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELLS OR OTHER TURNS IN PIPING SHALL BELOCATED UNDER PAVING. CAP ALL ENDS HAND TIGHT PRIOR TO BACKFILL.14.EACH MAINLINE SLEEVE REPRESENTED IN THE DRAWINGS SHALL CONSIST OF TWO SLEEVES: ONE FOR MAINLINE PIPING AND ONE FOR FIELD WIRING.15.CONTRACTOR IS TO PROVIDE ELECTRICAL POWER TO THE AUTOMATIC CONTROLLER, SEE ELECTRICAL DRAWINGS. 16.INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL MALE PIPE THREADS ON ALL IRRIGATIONSWING JOINT AND VALVE ASSEMBLIES.17.BACKFILLING SHALL BE DONE IN LIFTS AND COMPACTED.18.CONTRACTOR SHALL UTILIZE RAIN BIRD VB SERIES VALVE BOXES FOR ALL IN-GROUND BOXES.19.MAINTENANCE AND OPERATION REQUIREMENTS: A SEASONAL MAINTENANCE SCHEDULE BEGINNING ON APRIL 1 THROUGH OCTOBER 1 SHALL ESTABLISHPROCEDURES FOR OPTIMUM IRRIGATION EFFICIENCY AND PREVENTIVE MAINTENANCE PRACTICES THAT WILL CONSERVE WATER RESOURCES. THE MAINTENANCESCHEDULE SHOULD INCLUDE THE FOLLOWING ITEMS:·VERIFY COVERAGE OF HEADS (BI-MONTHLY)*·CHECK FOR BROKEN HEADS OR LEAKAGE (BI-MONTHLY)*·REPROGRAM CONTROLLERS ACCORDING TO THE SEASONAL NEEDS (MONTHLY)*·VERIFY WATER SUPPLY AND PRESSURE (UPON SYSTEM STARTUP, THEN TWO ADDITIONAL TIMES)·INSPECT THE BACKFLOW PREVENTER DEVICE (UPON SYSTEM STARTUP)·VERIFY SENSOR FUNCTIONALITY (BI-MONTHLY)**ALL ITEMS SHALL BE PERFORMED UPON SYSTEM START UP AND THEN AT A MINIMUM OF THE PERIOD STATED, INSPECTIONS SHALL BE PERFORMED MOREFREQUENTLY AS REQUIRED.POINT OF CONNECTION (P.O.C.) NOTES:P.O.C. '1' - PROPOSED 34" METER WITH A 1" TYPE 'K' COPPER SERVICE LINE. REFER TO CIVIL PLANS FOR LOCATION.AVAILABLE WATER PRESSURE: THE ASSUMED AVAILABLE PSI AT THE POINT OF CONNECTION IS - 85 PSI. CONTRACTOR SHALL TEST PRIOR TO INSTALLATION.DESIGN PRESSURE: 60 PSIDESIGN FLOW : 12 GPM MAX, (MULTIPLE VALVES OPERATING AT ONE TIME)MAINLINE: 1-1/2" MAINLINEP.O.C. '2' - PROPOSED 3/4" STUB-OUT WITH A 3/4" TYPE 'K' COPPER LINE. REFER TO PLUMBING PLANS FOR LOCATION.AVAILABLE WATER PRESSURE: THE ASSUMED AVAILABLE PSI AT THE POINT OF CONNECTION IS - 70 PSI. CONTRACTOR SHALL TEST PRIOR TO INSTALLATION.DESIGN PRESSURE: 40 PSIDESIGN FLOW : 10 GPM MAX, (SINGLE VALVE OPERATING AT ONE TIME)MAINLINE: 1-1/4" MAINLINEP.O.C.'3' - PROPOSED 3/4" STUB-OUT WITH A 3/4" TYPE 'K' COPPER LINE. REFER TO PLUMBING PLANS FOR LOCATION.AVAILABLE WATER PRESSURE: THE ASSUMED AVAILABLE PSI AT THE POINT OF CONNECTION IS - 70 PSI. CONTRACTOR SHALL TEST PRIOR TO INSTALLATION.DESIGN PRESSURE: 40 PSIDESIGN FLOW : 8 GPM MAX, (SINGLE VALVE OPERATING AT ONE TIME)MAINLINE: 1-1/4" MAINLINE1.THE IRRIGATION SYSTEMS ARE DESIGNED WITHIN A WATER WINDOW AND SIZED TO ACCOMMODATE SINGLE VALVE STARTS NOT TO EXCEED DESIGN FLOW LISTED.CONTRACTOR TO PROGRAM CONTROLLER ACCORDINGLY.2.CONTRACTOR TO INSTALL ALL REQUIRED EQUIPMENT IN ACCORDANCE WITH ALL LOCAL WATER PURVEYORS REQUIREMENTS.3.CONTRACTOR TO FIELD LOCATE REQUIRED IRRIGATION EQUIPMENT DOWNSTREAM FROM METER FOR APPROVAL PRIOR TO INSTALLATION. ALL ATTEMPTS SHALLBE MADE TO INSTALL EQUIPMENT IN LANDSCAPE BEDS.4.ALL ENCLOSURES SHALL BE SECURELY MOUNTED AND LOCKABLE TO PREVENT VANDALISM, DAMAGE AND/OR THEFT. TURN KEYS OVER TO OWNERSREPRESENTATIVE AT COMPLETION OF WORK AS PER SPECIFICATIONS.5.CONTRACTOR TO COORDINATE CONTROLLER LOCATIONS WITH OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. INSTALL CONTROLLERS IN COMMON AREA INLANDSCAPE BED.6.RAIN SENSOR, MOUNT WIRELESS RAIN SENSOR WITHIN OPTIMAL RANGE FROM CONTROLLER, PER MANUFACTURERS RECOMMENDATIONS. INSTALL SENSOR ONLIGHT/UTILITY POLE A MINIMUM OF 10' ABOVE GRADE TO MINIMIZE DAMAGE/VANDALISM, CLEARLY NOTE LOCATION AND PROVIDE INFORMATION TO OWNERSREPRESENTATIVE.7.IRRIGATION ZONES HAVE BEEN CREATED TO PROPERLY HYDROZONE THE SITE BASED ON SITE CONDITIONS AND MICROCLIMATES. IF FIELD ADJUSTMENTS ARE TOBE MADE IRRIGATION EQUIPMENT IRRIGATING A NORTH AND EAST EXPOSURE SHOULD NOT BE INSTALLED ON THE SAME ZONE AS IRRIGATION EQUIPMENT ON THESOUTH AND WEST EXPOSURES TO ALLOW FOR MICROCLIMATE ADJUSTMENTS IN THE CONTROLLER PROGRAMMING.1.CONTRACTOR SHALL GROUND ALL DECODERS AND DECODER WIRE PER MANUFACTURERS RECOMMENDATIONS AND STANDARDS. (MINIMUM OF EVERY500' OF DECODER CABLE OR EVERY 8 DECODERS, WHICHEVER OCCURS FIRST; AND AT ALL ENDS OF WIRE RUN.)2.CONTRACTOR SHALL USE ONLY MANUFACTURED INSULATED AND JACKETED CABLE WIRE.3.ONLY USE SINGLE STATION DECODERS (SEE SCHEDULE FOR SPECIFIC MODEL).4.LOOP 5' OF 2-WIRE INTO ALL VALVE BOXES (WITH DECODERS AND SPLICES) FOR MAINTENANCE.5.USE ONLY 3M DBR-6 WATERPROOF CONNECTORS ON ALL WIRE SPLICES AND ALL WIRE SPLICES ARE TO BE MADE WITHIN A 10" ROUND VALVE BOX.6.CONTRACTOR SHALL INCLUDE TWO (2) SINGLE STATION DECODERS PER CONTROLLER AS PART OF THE PROJECT TURN-OVER.7.DECODER PROGRAMMING SHALL FOLLOW ZONE NUMBERS INDICATED ON THE DRAWINGS.8.CONTRACTOR SHALL USE ONLY MANUFACTURED SHIELDED COMMUNICATION CABLE FOR FLOW SENSOR WIRE.2-WIRE SYSTEM NOTES:AREA TO RECEIVE DRIPLINESUBSURFACE DRIPLINE AREARAIN BIRD XFS-04-18 SUB-SURFACE PRESSURECOMPENSATING DRIPLINE W/COPPER SHIELDTECHNOLOGY. 0.4 GPH EMITTERS AT 12" O.C. LATERALSSPACED AT 12" APART, WITH EMITTERS OFFSET FORTRIANGULAR PATTERN. WITH XF INSERT FITTINGS.601.1 L.F.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYCONTROL VALVERAIN BIRD PESB REMOTE CONTROL VALVEWITH DECODER20BRASS QUICK COUPLING VALVEBUCKNER-SUPERIOR QB44LCAR10 1" WITH WINGEDSTABILIZER. SEE DETAIL.3GATE VALVE - 2-1/2" AND SMALLERMATCO-NORCA 514TBRASS GATE VALVE, FULL PORT, WITH SOLID WEDGE. IPS.WHEEL HANDLE. SAME SIZE AS MAINLINE PIPE.5MASTER VALVE - NORMALLY CLOSED 1"RAIN BIRD EFB-CPBRASS MASTER VALVE, THAT IS CONTAMINATION PROOFW/SELF-FLUSHING FILTER SCREEN. GLOBECONFIGURATION, RECLAIMED WATER COMPATIBLE.1FEBCO 825YA 1"REDUCED PRESSURE BACKFLOW PREVENTERINSTALLED IN GUARDSHACK ENCLOSURE1FEBCO 825YA 3/4"REDUCED PRESSURE BACKFLOW PREVENTERINSTALLED IN GUARDSHACK ENCLOSURE1FEBCO 825YA 3/4"REDUCED PRESSURE BACKFLOW PREVENTERINSTALLED IN GUARDSHACK ENCLOSURE1RAIN BIRD ESP-LXD50 STATION, 2-WIRE DECODER BASED CONTROLLER. (1)ESP-LXD 50-STATION, INDOOR/OUTDOOR, PLASTICWALL-MOUNT ENCLOSURE. SYSTEM REQUIREMENTS:RAIN BIRD FD-XXX-TURF FIELD DECODERS, PAIGEELECTRIC CABLE P7072D & RAIN BIRD WC20 DRY SPLICESONLY. GROUND SYSTEM W/ (X) LSP-1TURF LINE SURGEPROTECTORS IN RAIN BIRD ROUND VALVE BOXES.INSTALL PER MANUFACTURERS RECOMMENDATIONS.1FLOW SENSOR - 1"CREATIVE SENSOR TECHNOLOGY FSI-T10-0011" PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS,CUSTOM MOUNTING TEE AND ULTRA-LIGHTWEIGHTIMPELLER ENHANCES LOW FLOW MEASUREMENT. 2 WIREDIGITAL OUTPUT COMPATIBLE W/ALL IRRIGATIONCONTROLLERS. FLOW RANGE: .86-52 GPM.13/4"EXTERIOR IRRIGATION CONNECTION1POINT OF CONNECTION 3/4"COURTYARD IRRIGATION CONNECTION1POINT OF CONNECTION 3/4"ROOFTOP IRRIGATION CONNECTION1IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 214,168 L.F.IRRIGATION MAINLINE: PVC CLASS 200 SDR 211,239 L.F.PIPE SLEEVE: PVC CLASS 200 SDR 212X PIPE SIZE PASSING THROUGH456.7 L.F.MBFBF2BF3CFSValve NumberValve FlowValve SizeValve Callout###"DRAWING NUMBER:PROJECT NUMBER:SEAL:IN ASSOCIATION WITH:COPYRIGHT:419 Canyon Ave Suite 200, Fort Collins, CO 80521 | 970.224.1191108 East Lincolnway, Cheyenne, WY 82001 | 307.635.5710www.VFLA.comStrength in design. Strength in partnership.Strength in community.VAUGHT FRYE LARSON ARONSONA R C H I T E C T U R E + I N T E R I O R SVAUGHT FRYE LARSON ARONSON ARCHITECTURE + INTERIORS, INC.THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED ORCOPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA.CIVIL ENGINEER:NORTHERN ENGINEERING SERVICESLANDSCAPE ARCHITECT:RIPLEY DESIGN INC.STRUCTURAL ENGINEER:RAKER RHODES ENGINEERING, LLCMECHANICAL & PLUMBING ENGINEER:INTEGRATED MECHANICAL SERVICES LLCELECTRICAL ENGINEER:APS, INCINTERIOR DESIGN:BANKO DESIGNFOOD SERVICE & LAUNDRY:3PM DESIGN CONSULTANTSSHEET ISSUANCESDESCRIPTIONDATE11/30/2021 2:34:09 PM C:\Users\laura\Documents\STANFORD_v20_Laura_vfla.rvt IR1.00IRRIGATION NOTESSTANFORDSENIOR LIVINGFORT COLLINS, COPERMIT DOCUMENTS2020-35SCHEMATIC DESIGN02-05-2021DESIGN DEVELOPMENT07-20-2021PERMIT DOCUMENTS11-13-2021ISSUED FOR CONSTRUCTION03-09-2022CITY REVIEW03-15-2023 EE EEEEEEEEEEEEEEEEEEE EEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWHY DFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FOFOFOF O F O FOFOFOFO FO F O F O FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FOFO FO FO FO FOFOFOFOFOFO FO FO TTTTTTTTTTTTTTTT TTTT TTTTTT TT T T TTTSSSSSSS E EEEEEEEEEE E E E E E E E E E VAU L T ELE C VAULT CABLE EEEEEEEEEEEEEEE E EE E E E EE E E EE EE EBRRKKKMMKKBBKMMMKBOMMMKOOMMMMMTTMMMMMMTMMTTMMMMMOOMMMMMOOOOMMMMMMMMMORRRKKKKKKKMMMMMMMMMMMMMKKKMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMTMMLMDRIPDRIPDRI P DRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIP DRIP DRIP DRI P DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIPDRIP DRIP DRI PDRIPDRIPDRIPDRIP DRIP DRIPDRIPDRIPDRIPDRIP DRIP D R I P DRIPDRIP DRIPD R I P DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIP DRIPDRIP DRIPDRIP DRIPDRIPD R I P DRIP DR I P DRIPDRIPD R I P DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIP DRI P DRIPDRIPDRIP DRIP DRIP DRIPDRIP DRIPDRIP DRIPDRIPD R I P DRIPDRIP DRIPDRIPDRI P DRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIPDRIPDRIPDRI P DRIPDRIPDRIP DRIPDRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRI P DRIPDRIPDRI P DRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIPDRI PDRIPDRIPDRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIP DRIPDRIPDRI PDRIPDRIPDRIPDRIP FSMBFCRSBBBKRGGKDRIPDRI P DRIPDRIPDRIP DRIPDRIPDRIP DRIP DRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIP DRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIP DRIP DRIPDRIP DRI P DRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIPDR I P DRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIPDRIP DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIP DRIPDRIPA111.91"A210.71"A30.531"A47.061"A59.511"A69.861"A74.731"A80.401"A910.91"A108.291"A1111.71"A12-1"A1310.21"A140.931"A1512.01"A169.811"A1712.01"MA1911.41"A207.111"A216.101"A228.291"A23-1"A242.941"A25-1"A26-1"A271.691"BF2DRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPDRIPBF32"4"4"2"2"2"4"2"2"2"2"2"4"2"2"2"2"2"2"2"4"2"2"2"4"4"2"2"4"2"2"2"2"A28-1"W WWWWWW WWWW TFVAULT CABLE FO VAUL T ELEC EEELECVAULTVAULTELECEEEEEEEEEEEEEEEEEEEEEETTTTTTTTEEEEE GG G G G G G GGGG GG G GG GGGG GG G G GGGGGGGG G G G GG GGGGGGG G GG G G G GGGGGGG G G G G G GGGGGGGG G G G GG GGGGGGGG GG G G G GGGGGGGG G G G G G GGGGGGG G G G GG G GGGGGGG GG G G G GGGGGGGG G G G G G GGGGGGGG G G GG G GGGGGGGGWWUDU D UDU D UDUDUDUDUDUDUDMMMMMMMMMMMMMMMM2"2"A187.201"DRIP DRIP DRIP DRIP DR I P DRIP DRIP DRIPDRIPDRIPPEDESTAL MOUNT CONTROLLER 'A'PER IRRIGATION SCHEDULE AND DETAILS.INSTALL IN MECHANICAL ROOM ANDROUTE CONTROL CABLE CONDUIT TOCOURTYARD AND EXTERIOR MAINLINE.SEE ELECTRICAL DRAWINGS FOR EXACTLOCATION AND CONDUIT ROUTING.POINT OF CONNECTION 1 - 3/4"METER AND SERVICE LINE BY OTHERS.1 INCH SERVICE LINE REQUIREDPEAK FLOW REQUIREMENT: 13 GPMSTATIC WATER PRESSURE: 85 PSIPOINT OF CONNECTION 2 - 3/4"WATER STUB FROM PLUMBING SYSTEM.SEE PLUMBING PLANSPEAK FLOW REQUIREMENT: 8 GPMSTATIC WATER PRESSURE: 70 PSIEXTEND 1 INCH CONDUIT FOR TWO-WIREIRRIGATION CONTROL CABLE FROMCONTROLLER LOCATION TO COURTYARDWATER STUB LOCATION.EXTEND 1 INCH CONDUIT FOR TWO-WIREIRRIGATION CONTROL CABLE FROMCONTROLLER LOCATION TO ROOFTOPTERRACE WATER STUB LOCATION.POINT OF CONNECTION 3 - 3/4"WATER STUB FROM PLUMBING SYSTEM.SEE PLUMBING PLANSPEAK FLOW REQUIREMENT: 4 GPMSTATIC WATER PRESSURE: 60 PSIMMMM2"2"4"2"112"112"112"112"112"NORTH0102040SCALE: 1"=20'-0"SEE SHEET IR1.00 FOR IRRIGATION SCHEDULEDRAWING NUMBER:PROJECT NUMBER:SEAL:IN ASSOCIATION WITH:COPYRIGHT:419 Canyon Ave Suite 200, Fort Collins, CO 80521 | 970.224.1191108 East Lincolnway, Cheyenne, WY 82001 | 307.635.5710www.VFLA.comStrength in design. Strength in partnership.Strength in community.VAUGHT FRYE LARSON ARONSONA R C H I T E C T U R E + I N T E R I O R SVAUGHT FRYE LARSON ARONSON ARCHITECTURE + INTERIORS, INC.THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED ORCOPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA.CIVIL ENGINEER:NORTHERN ENGINEERING SERVICESLANDSCAPE ARCHITECT:RIPLEY DESIGN INC.STRUCTURAL ENGINEER:RAKER RHODES ENGINEERING, LLCMECHANICAL & PLUMBING ENGINEER:INTEGRATED MECHANICAL SERVICES LLCELECTRICAL ENGINEER:APS, INCINTERIOR DESIGN:BANKO DESIGNFOOD SERVICE & LAUNDRY:3PM DESIGN CONSULTANTSSHEET ISSUANCESDESCRIPTIONDATE11/30/2021 2:34:09 PM C:\Users\laura\Documents\STANFORD_v20_Laura_vfla.rvt IR1.01IRRIGATION PLANSTANFORDSENIOR LIVINGFORT COLLINS, COPERMIT DOCUMENTS2020-35SCHEMATIC DESIGN02-05-2021DESIGN DEVELOPMENT07-20-2021PERMIT DOCUMENTS11-13-2021ISSUED FOR CONSTRUCTION03-09-2022CITY REVIEW03-15-2023 DRAWING NUMBER:PROJECT NUMBER:SEAL:IN ASSOCIATION WITH:COPYRIGHT:419 Canyon Ave Suite 200, Fort Collins, CO 80521 | 970.224.1191108 East Lincolnway, Cheyenne, WY 82001 | 307.635.5710www.VFLA.comStrength in design. Strength in partnership.Strength in community.VAUGHT FRYE LARSON ARONSONA R C H I T E C T U R E + I N T E R I O R SVAUGHT FRYE LARSON ARONSON ARCHITECTURE + INTERIORS, INC.THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED ORCOPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA.CIVIL ENGINEER:NORTHERN ENGINEERING SERVICESLANDSCAPE ARCHITECT:RIPLEY DESIGN INC.STRUCTURAL ENGINEER:RAKER RHODES ENGINEERING, LLCMECHANICAL & PLUMBING ENGINEER:INTEGRATED MECHANICAL SERVICES LLCELECTRICAL ENGINEER:APS, INCINTERIOR DESIGN:BANKO DESIGNFOOD SERVICE & LAUNDRY:3PM DESIGN CONSULTANTSSHEET ISSUANCESDESCRIPTIONDATE11/30/2021 2:34:09 PM C:\Users\laura\Documents\STANFORD_v20_Laura_vfla.rvt IR1.02IRRIGATION DETAILSSTANFORDSENIOR LIVINGFORT COLLINS, COPERMIT DOCUMENTS2020-35SCHEMATIC DESIGN02-05-2021DESIGN DEVELOPMENT07-20-2021PERMIT DOCUMENTS11-13-2021SINGLE STATION DECODERWITH EXTENSIONSAS REQUIRED.SET BOX 2" ABOVE GRADEAT SHRUBSMAIN LINE.VALVE INLET SIZE.SXT SCHEDULE 80 NIPPLESONE EACH CORNER (4 TOTAL)CONC. BLOCK SUPPORTSECURELY STAKED.RECTANGULAR BOX SET BOX FLUSHTO GRADE AT TURF.GRADEFINISHEDMASTER CONTROL VALVE1 1/2" = 1'-0"PVC COUPLING AS REQUIRED.NOTE:1.BRAND (MV) INTO VALVE BOX LID WITH 2" HIGH LETTERS MINIMUM.2-WIRE COMMUNICATION PATH.MASTER VALVE, SEESCHEDULE328409.63-112FLOW SENSOR1" = 1'-0"SET BOX 3" ABOVEGRADE AT SHRUBSSET BOX FLUSH TOGRADE AT TURFNOTE:1.HEAT BRAND (FS) ON VALVE BOX LID IN 2" HIGH LETTERS MINIMUMFLOW SENSOR, SEESCHEDULE5 PIPE DIAMETERS MINPIPE LENGTH10 PIPE DIAMETERSMIN PIPE LENGTHEXISTING SOILSUPPORT BRICKS ATEACH CORNER (4)MAINLINE, SEESCHEDULEVALVE BOX WITHEXTENSIONS AS REQ.30" LOOPED SENSORWIRE WITHWATERPROOFCONNECTIONS3328409.63-11GATE VALVE UNDER 3"1" = 1'-0"GATE VALVE SEE SCHEDULE10" DIA. PVC PIPE EXTENSION,LENGTH AS REQ.PVC MAIN LINE WITH PIPE RESTRAINTSAS REQUIRED, SIZE PER PLANBRICK SUPPORT AT EACH CORNER10" DIA ROUND VALVE BOX,SEE SPEC.EX. SOILSET BOX FLUSH TO GRADE AT TURFSET BOX 3" ABOVE GRADEAT SHRUBSNOTE:1.HEAT BRAND (GV) ON LID WITH 2" HIGH CHARACTERSTWO CUBIC FEET OF CONCRETE.SECURE VALVE WITH TWO #4GRADE 60 REINFORCING STRAPSIMBEDDED 6" MIN. (ON GATEVALVES 3" OR LARGER).4328406.33-90MAIN LINE SEE SCHEDULE10" ROUND VALVE BOX, SEE SPECIFICATIONS.4" CL-200 P.V.C. VALVE STACK. EXTEND STACK 3"ABOVE SURFACE OF GRAVEL. STACK TO BESLOTTED TO SLIP OVER DRAIN VALVE ASSEMBLYAND EXTEND 3" BELOW DRAIN VALVE.DRAIN VALVE SEE SCHEDULEDRAIN SUMP 3.0 CU. FT. OF 3/4" CRUSHED ROCKENCASED IN LANDSCAPE FABRIC.3/4" CRUSHED GRANTE. EXTEND BEYONDVALVE BOX IN ALL DIRECTIONSMANUAL DRAIN VALVE1/2" = 1'-0"SUPPORT BRICK5328409.86-13MAIN LINE SEE SCHEDULE10" ROUND VALVE BOX, SEE SPECIFICATIONS.4" CL-200 P.V.C. VALVE STACK. EXTEND STACK 3"ABOVE SURFACE OF GRAVEL. STACK TO BESLOTTED TO SLIP OVER DRAIN VALVE ASSEMBLYAND EXTEND 3" BELOW DRAIN VALVE.DRAIN VALVE SEE SCHEDULEDRAIN SUMP 3.0 CU. FT. OF 3/4" CRUSHED ROCKENCASED IN LANDSCAPE FABRIC.3/4" CRUSHED GRANTE. EXTEND BEYONDVALVE BOX IN ALL DIRECTIONSMANUAL DRAIN VALVE1/2" = 1'-0"SUPPORT BRICK328409.86-1363"3"MAINLINE WITHPVC TEE.EXISTING SOILSCHEDULE 40 RISERSUPPORT BRICKAT EACH CORNERTxS PVC 90 ELBOWSET BOX 3" ABOVEGRADE AT SHRUBSSET BOX FLUSH TOGRADE AT TURFTRUE UNION BALLVALVESET VALVE 2-3"BELOW TOP OF BOXVALVE, SEESCHEDULEWATER PROOF WIRECONNECTIONS ON18" LOOPED WIRESLATERAL LINE, SIZEAS PER PLANJUMBO VALVE BOXOUTLET PIPE, SAMESIZE AS VALVE FOR24" MIN.45 DOWN TO LATERALPIPE AS REQ.NOTE:1. HEAT BRAND VALVE AND CONTROLLER NUMBER ON LID WITH 2" HIGH CHARACTERS.REMOTE CONTROL VALVE1" = 1'-0"7328406.13-08TURF SPRAY-FLEX ASSEMBLY3" = 1'-0"328403.13-0381" DRIP VALVE W/ BASKET FILTER1" = 1'-0"3" CLR.MAINLINE WITH TEEAND ELLMAINLINE, SEESCHEDULESCH 80 RISER45 DOWN TOLATERAL DEPTHSUPPORT BRICK ATEACH CORNER (4)LATERAL LINE, SIZEPER PLANPVC UNION WITHSHORT NIPPLESPRESSURE REG.,SEE SCHEDULEBASKET FILTER, SEESCHEDULEVALVE, SEESCHEDULE30" COIL OF CONTROLWIREPVC TRUE UNIONBALL VALVENOTE:1.HEAT BRAND VALVE AND CONTROLLER NUMBER (EX. A-#) ON LID WITH 2"HIGH LETTERS MINIMUM.9328413.76-27NOTE:1. PLACE EMITTERS 3/4 BETWEEN THE TRUNK AND OUTER DRIPLINE.2. EVENLY SPACE EMITTERS AROUND PLANT.3. STAKE THE DRIP TUBING AT EACH TEE, ELL, COUPLER, AT EACH EMITTER ORTRANSFER, AND AT 6'-0" MAX O.C.4. ALL INSERT BARB FITTINGS SHALL HAVE 2 STAINLESS STEEL WORM GEAR CLAMPS PERCONNECTION.DRIP TUBING.COMPRESSION /INSERT BARBFITTING.TRANSFER BARB TEEFOR DOUBLE EMITTER.EMITTER OR BUBBLERON 1/2" DRIP STAKE.MULTI-OUTLET EMITTER OR TRANSFER.TYPICAL 3/4" DRIP TUBING STAKE.TYPICAL 1/4" DISTRIBUTION TUBING, 48" MAX. LENGTH.TYPICAL 1/4" TUBE STAKE WITH EMITTER OR CAP.DRIPLINE EDGE.PLANT GRAPHICCOMPRESSION FITTING.TYPICAL DRIP TUBING1 1/2" = 1'-0"10328413.43-02DRIPLINE ZONE CONTROL1 1/2" = 1'-0"FINISHED GRADEDRIP TUBING,SEE SCHEDULE6" DRIP BOX3/4" FTP x1/2" DRIPTUBING ADAPTERCOMPRESSIONFITTING OR INSERTBARB FITTING WITH2 GEAR WORMCLAMPS EACHMULCHEXISTING SOILWASHED RIVERGRAVEL. RESTBOX ON ROCK BED.DO NOT EXTENDGRAVEL INTO BOX.LATERAL LINEWITH TEENIPPLE, SIZE ANDLENGTH ASREQUIRED.3"4"NOTE:HEAT BRAND 'ZC' ON LID WITH 2" HIGH CHARACTERS.328413.46-1311DRIP TUBING TO 3/4" FPTADAPTER.3/4" WASHED RIVER GRAVEL.THE BOX SHALL REST UPONTHE ROCK BED. DO NOTEXTEND GRAVEL INTO BOX.SET VALVE BOX 3" ABOVEFINISHED GRADE OF SHRUBAREA.DRIP TUBING, SEESCHEDULE.3/4" PVC BALL VALVEWITH SHORT NIPPLE.COIL 24" TO 30" OF DRIPTUBING IN THE BOX.10" DIAMETER VALVE BOX.DRIP FLUSH VALVE1 1/2" = 1'-0"3"NOTE:HEAT BRAND 'FV' ON LID WITH 2" HIGH CHARACTERS.4"GEOTECH FABRIC ON TOPOF GRAVEL SUMP.328413.49-9812PVC MAINLINE.CENTER FEED EXAMPLEEND FEED EXAMPLEDRIP VALVE / FILTER /REGULATOR.12" POLYETHYLENE OR PVC HEADER.TYPICAL OFFSET2" FROMHARDSCAPE, 4"FROM PLANTEDAREA.TYPICAL OFFSET 2" FROMHARDSCAPE, 4" FROMPLANTED AREA.TYPICAL SUPPLY HEADER.TYPICAL TECHLINE DRIPPER LINETUBING.TYPICAL PVC OR POLY SUPPLYOR EXHAUST HEADER.LAYOUTISLANDIRREGULAR AREAS: ODD CURVESSLOPE FEED LAYOUT54" MAX.ELEVATIONCHANGEMANUAL LINE FLUSHING VALVE.TECHLINE CV LATERAL TUBING.LATERALS PARALLEL TO THECONTOURS OF THE SLOPE.PVC EXHAUST HEADER.TOE OFSLOPE.TOP OF SLOPE.PVC SUPPLYHEADER.REMOTE CONTROLVALVE ASSEMBLY.BOTTOM 13 OF SLOPE:CONVENTIONAL SPACINGPLUS 25%TOP 13 OFSLOPE:CONVENTIONALSPACING.TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET)TECHLINE CV FLOW PER 100 FEETEXHAUSTHEADERSUPPLYHEADER.CHECK LONGESTLATERAL AGAINSTMAXIMUM LENGTHOF SINGLE LATERALTABLE.TOTAL THECOMBINED LENGTHOF THESELATERALS ANDCOMPARE ITAGAINST THEMAXIMUM LENGTHOF SINGLELATERAL TABLE.BRANCHING OUT LATERALSJOINING LATERALSTYPICAL NETAFIM TECHLINE CV REQUIREMENTS3" = 1'-0"AREAS: TRIANGULARIRREGULAR FX-IR-NETA-DRIP-1316ISSUED FOR CONSTRUCTION03-09-2022CITY REVIEW03-15-2023BACKFLOW PREVENTOR1WALL MOUNT CONTROLLER - INDOOR13TYPICAL SLEEVING14TYPICAL TRENCHING15