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SUITES &MAIL LOUNGEBUILDING 3BUILDING 1STTTTTT#2#2#2#2#2IRRIGATION CONSTRUCTION NOTESIRRIGATION SCHEDULESYMBOLMANUFACTURERMODEL NO.DESCRIPTIONDETAIL NO.HUNTERPROS-06-CV-PRS30WITH PRO-SPRAY NOZZLEPOPUP SPRAY HEAD1HUNTERPROS-06-CV-PRS30 WITHPRO-SPRAY SST, CORNER NOZZLEPOPUP SPRAY HEAD1HUNTERI-20-12 WITH #2 NOZ. (BLUE)HI-POP GEAR DRIVEN ROTOR2HUNTER /WEATHERMATICICV W/ SLDEC1 DECODERELECTRIC CONTROL VALVE3, 18RAIN BIRD44-LRCQUICK COUPLING VALVE4WEATHERMATICSL9696TW-1YR-BDL-FLOW-M1NASL9696TW 1-YEAR SMARTWIRE BUNDLEWITH FLOW WITH 96 ZONES FOR LTE CATM1 CELLULAR NETWORK WITH SLPEDSSTWO-WIRE ELECTRIC CONTROLLER5, 20WEATHERMATICSLW5WEATHER SENSOR DEVICE6FEBCO825YA WITH WATTS 223-HP PRVRP BACKFLOW PREVENTER7N/SGUARDSHACKGS-.5BACKFLOW PREVENTER ENCLOSURE8N/SCARSONREFER TO SPECIFICATIONS AND DETAILSVALVE BOXESVARIOUSN/SMATCO201XMANUAL DRAIN VALVE9LINE SIZE - 212'' AND SMALLERGATE VALVE10HUNTERIBV W/ SLDEC1 DECODERMASTER CONTROL VALVE11, 18WEATHERMATICSLFSI-T10 - 1"FLOW SENSOR12, 18CLASS 200 BE - 212" & SMALLERPVC MAINLINE13TYPE K COPPERHARD COPPER PIPE7CLASS 200 BEPVC LATERAL13CLASS 160PVC SLEEVING14TOROBLUE STRIPEPOLY DRIP TUBING -34" MIN. WIDTH15RAIN BIRD /WEATHERMATICXCZ-100-PRB-COM W/ SLDEC1DECODERDRIP VALVE ASSEMBLY16, 18DRIP LINE BLOW-OUT STUB17N/SRAIN BIRDXERI-BUGDRIP EMITTERS15N/SWEATHERMATICSLDEC1VALVE DECODER3, 11, 12, 16, 18N/SWEATHERMATICSLWIRE 12-22-WIRE DECODER CABLE3, 11, 12, 16, 18, 19,20WEATHERMATICSLGDT LIGHTNING ARRESTORGROUNDING LOCATION19WATER METERBY OTHERSRSL#2#2#2#2AWFSGMGPMCONTROL VALVE SIZECONTROLLER & STATION NO.1.DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEENPROVIDED BY THE HENRY DESIGN GROUP. THE CONTRACTOR IS RESPONSIBLE TONOTIFY HYDROSYSTEMS*KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY ORPLANTING PLANS AND THE IRRIGATION PLAN. IF CONTRACTOR FAILS TO NOTIFYHYDROSYSTEMS*KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, HEASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES.REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. CONTACTIRRIGATION CONSULTANT FOR CURRENT SPECIFICATIONS IF NOT PROVIDED.2.SYSTEM PRESSURE - HYDROSYSTEMS*KDI HAS CONTACTED THE LOCAL WATER DISTRICTTHAT SERVES THIS SITE AND THEY HAVE BEEN TOLD THAT THE STATIC WATERPRESSURE IN THIS AREA SHOULD BE 108 PSI. THE CONTRACTOR IS RESPONSIBLE TOFIELD VERIFY PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFYHYDROSYSTEMS*KDI OF ANY VARIANCE FROM THE STATED PRESSURE IMMEDIATELY.WRITTEN DOCUMENTATION OF PRESSURE TEST AND RESULTS SHALL BE PROVIDED TOHYDROSYSTEMS*KDI AT CONSTRUCTION ONSET. IF CONTRACTOR FAILS TO FIELDVERIFY PRESSURE AND/OR NOTIFY HYDROSYSTEMS*KDI OR ANY VARIATIONS FROMTHIS PRESSURE, THEN THEY ASSUME ALL CONSTRUCTION AND ENGINEERING COSTSASSOCIATED WITH SYSTEM MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL SITEPRESSURE. THIS SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF91 PSI MINIMUM. A PRESSURE REDUCING VALVE IS REQUIRED.3.IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TOIRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX NIGHT PER WEEK, FIVE HOUR PERNIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE ASMUCH IRRIGATION FOR A FOUR TO SIX WEEK PERIOD. THE DESIGN IS BASED ON THEFOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESEFIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BEADJUSTED DUE TO SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE ANDBELOW THE AVERAGE VALUES UTILIZED.ENVIROTURF1.00" PER WEEK PEAK SEASONTREES & SHRUBS0.57" PER WEEK PEAK SEASONNATIVE SEED MIXES0.50" PER WEEK PEAK SEASON (TWO SEASONS)NOTE: IT IS THE INTENT OF THIS DESIGN THAT NATIVE AREAS WOULD ONLY BEIRRIGATED FOR ESTABLISHMENT. SYSTEM WILL REMAIN FOR USE DURING YEARS WITHLESS THAN NORMAL RAINFALL.4.EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATIONEQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS.ANY EQUIPMENT OTHER THAN VALVE BOXES OR SLEEVING THAT CONTAINS PIPE ORWIRES SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICALCLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROMEDGE OF ANY PAVED SURFACES UNLESS SPECIFICALLY INDICATED ON PLANS. BOXESINSTALLED IN OPEN TURF AREAS SHALL BE KEPT TO EDGES AND STAKED FOR REVIEWIF ALONG HIGH TRAFFIC AREAS. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALE. ALL VALVE BOXES WITHINPAVEMENT SHALL BE TIER 15 RATED BOXES FOR HEAVY DUTY NON-DELIBERATETRAFFIC. BOX LID COLOR SHALL MATCH ADJACENT MATERIALS, I.E. GREEN IN TURF,TAN IN WOOD MULCH, GRAY IN STONE MULCH, PURPLE FOR RECLAIMED WATERSYSTEMS (IF REQUIRED). REFER TO LANDSCAPE PLANS FOR MATERIAL COLORS ANDTYPES. ALL BOXES SHALL BE INSTALLED TO BE FLUSH WITH GRADE AND IN ANORDERLY MANNER.5.PIPING INSTALLATION - IRRIGATION PIPING SHALL MAINTAIN A MINIMUM DISTANCE FROMBUILDING FOUNDATIONS OF 5 FEET OR AS DESCRIBED IN SOILS REPORT, WHICHEVER ISGREATER. NO SPRAY IRRIGATION SHALL OCCUR WITHIN 10 FEET OF THE FOUNDATION.NO DRIP IRRIGATION SHALL OCCUR WITHIN 5 FEET OF THE FOUNDATION UNLESS SOILMOISTURE SENSORS ARE INSTALLED ON VALVES SERVICING THESE AREAS. ALLIRRIGATION PIPING AND EMISSION DEVICES LOCATED ON TOP OF OR WITHIN BUILDINGSTRUCTURE SHALL CONFORM TO WATERPROOFING CONSULTANT REQUIREMENTS. PIPEROUTING MAY BE SHOWN WITHIN THESE DISTANCES FOR GRAPHICAL CLARITY ONLY.6.MANUAL DRAIN VALVES - CONTRACTOR TO INSTALL ONE MANUAL DRAIN VALVE ONPRESSURE SUPPLY LINE DIRECTLY DOWNSTREAM OF BACKFLOW PREVENTER AND ATALL LOW POINTS AND DEAD ENDS OF PRESSURE SUPPLY PIPING TO ENSURE COMPLETEDRAINAGE OF SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMININGTHESE LOCATIONS IN-FIELD AND INSTALLATION LOCATIONS SHALL BE NOTED ONAS-BUILTS.7.POP-UP SPRAY NOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UPSPRAY HEADS. INSTALL 17 SERIES NOZZLES ON ALL HEADS SPACED AT 16' TO 15'.INSTALL 15 SERIES NOZZLES ON ALL HEADS SPACED AT 12' TO 14'. INSTALL 12 SERIESNOZZLES ON ALL HEADS SPACED 10' TO 11'. INSTALL 10 SERIES NOZZLES ON ALL HEADSSPACED AT 8' TO 9'. INSTALL 8 SERIES NOZZLES ON ALL HEADS SPACED AT 6' TO 7'.INSTALL 5' NOZZLES ON ALL HEADS SPACED AT 5'. INSTALL SIDE STRIP NOZZLES ONALL HEADS WITH AN "S" DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ONALL HEADS WITH AN "L" OR "R" DESIGNATION. VARIABLE ARC NOZZLES SHOULD BEUTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR FOR ANY ANGLES THAT ARE NOTA STANDARD NOZZLE ANGLE.8.DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIESAND PLACEMENT.9.UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 1" MINIMUM UNLESSOTHERWISE NOTED.10.SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BYCONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED IN THE SIZESAND QUANTITIES SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERESLEEVES ARE SHOWN, BUT NOT LABELED, FOLLOW THE SCHEDULE BELOW. ALLMAINLINE, CONTROL WIRES AND DRIP LINES UNDER PAVED SURFACES ARE TO BEINSTALLED IN SLEEVING. ALL MAINLINE SLEEVE LOCATIONS TO INCLUDE A SEPARATEWIRE SLEEVE.SLEEVED PIPE SIZE/WIRE QUANTITYREQUIRED SLEEVE SIZE & (QUANTITY)34" - 114" PIPING2" PVC (1)112" - 2" PIPING4" PVC (1)212" - 3" PIPING6" PVC (1)COMMUNICATION CABLE2" PVC (1)11.WEB-BASED CONTROL NOTE - WEATHERMATIC SMARTLINK WEB-BASED CONTROL SYSTEMWITH FLOW MONITORING AND REPORTING MODEL (PER SCHEDULE). INSTALL PERMANUFACTURER'S RECOMMENDATIONS. CONTACT PARRY WEBB AT WEATHERMATIC(303-638-6268) FOR PRICING. CONTACT JOHN KEESEN AT HYDROSYSTEMS*KDI (303)980-5327 FOR CONTROLLER AND FLOW SENSOR START-UP AND INITIALIZATION. WATERMANAGEMENT SUBSCRIPTION IS INCLUDED IN THE COST OF THE CONTROLLER FOR A 1YEAR PERIOD AND WILL BE MANAGED ON BEHALF OF THE OWNER BYHYDROSYSTEMS*KDI. COORDINATION BETWEEN HYDROSYSTEMS*KDI AND THELANDSCAPE MAINTENANCE COMPANY WILL BE REQUIRED FOR A PERIOD OF ONE YEAR,AT MINIMUM.12.2-WIRE SYSTEM NOTES - CONTRACTOR SHALL INSTALL ALL TWO-WIRE COMPONENTS PERMANUFACTURES RECOMMENDATIONS AND STANDARDS.12.1.CONTRACTOR SHALL USE ONLY MANUFACTURED 2-WIRE DECODER CABLE (SEESCHEDULE FOR SPECIFIC 2-WIRE CABLE).12.2.USE DIFFERENT COLOR 2-WIRE DECODER CABLE FOR EACH CONTROLLER (BLUEFOR A AND BLACK FOR B).12.3.ONLY USE SINGLE STATION DECODERS (SEE SCHEDULE FOR SPECIFIC MODEL).12.4.LOOP 5' OF 2-WIRE DECODER CABLE INTO ALL VALVE BOXES (WITH DECODERSAND SPLICES) FOR MAINTENANCE.12.5.LOOP 2' OF 2-WIRE DECODER CABLE AS AN EXPANSION LOOP AT ALL CHANGES OFDIRECTION.12.6.USE ONLY 3M DBR-6 WATERPROOF CONNECTORS ON ALL WIRE SPLICES AND ALLWIRE SPLICES ARE TO BE MADE WITHIN A VALVE BOX WITH CONTROL VALVES OR ASEPARATE 10" ROUND VALVE BOX FOR WIRE SPLICES.12.7.INSTALL SURGE PROTECTOR RODS OR PLATES 8 LF. FROM VALVES, DECODERS,AND COMMUNICATION WIRE.12.8.GROUND ALL DECODERS AND DECODER WIRE A MINIMUM OF EVERY 500' OF WIREAND AT ALL ENDS OF 2-WIRE DECODER CABLE RUN.13.ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TOREDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY ADJUSTING NOZZLE DIRECTIONAND NOZZLE RADIUS.14.PLANS AND SPECIFICATIONS - CONTRACTOR RESPONSIBLE TO ENSURE WORK CONFORMSTO PLANS AND SPECIFICATIONS. AT ONSET OF CONSTRUCTION, VERIFY PLANS ARECURRENT. WHERE REQUIRED BY CITY OR TOWN, CONTRACTOR SHALL CONSTRUCT ONLYOFF CITY OR TOWN STAMPED PLANS. REVISIONS TO CITY OR TOWN STAMPED PLANSSHALL CONFORM TO CITY OR TOWN FIELD CHANGE PROCEDURES ANDDOCUMENTATION.15.WATER BUDGETS AND PROJECTIONS - HYDROSYSTEMS-KDI HAS BASED THE IRRIGATIONDESIGN AND THE ASSOCIATED PROJECTED WATER USE UPON SUCH FACTORS AS CITYOR WATER DISTRICT IMPOSED REQUIREMENTS, PUBLISHED PLANT SPECIES WATERNEEDS, SELECTED IRRIGATION METHOD EFFICIENCIES AS REPORTED BY INDEPENDENTTESTING FACILITIES, HISTORICAL WEATHER DATA FOR THE PROJECT LOCATION, ANDPROPER MAINTENANCE PROCEDURES. HYDROSYSTEMS*KDI IS NOT RESPONSIBLE, ANDACCEPTS NO RESPONSIBILITY, FOR THE ACTUAL WATER USAGE VARIATION THAT IS ARESULT OF FIELD MODIFICATIONS TO THE SYSTEM NOT MATCHING CONSTRUCTIONDOCUMENTS, IMPROPER MAINTENANCE, WASTE DUE TO SYSTEM DAMAGE ORVANDALISM, OR WEATHER CONDITIONS THAT DEVIATE FROM PUBLISHED 30 YEARHISTORICAL AVERAGES.No.Revisions:By:Date:
P. MANAGER:
HO
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07-12-2023
PROJECT:
514-003
SheetLIST OF XREFS: [2023-02-20 Landscape Plan - export] [514-003_xSITE] [514-003_xEXST] [514-003_xADJ] [514-003_xTOPO] [514-003_xGRAD] [514-003_xUTIL] [Tblock-031523]
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1 Final Development Plan - 1st Submittal HO 06/29/2023
THE SAVOYDIRECTORYIRRIGATION SCHEDULEIR-1IRRIGATION NOTESIR-1IRRIGATION PLANSIR-2 - IR-4IRRIGATION DETAILSIR-5 - IR-7IRRIGATION CHARTSIR-7CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.RKnow what's below. Call before you dig.13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401o: 303.980.5327 www.hydrosystemskdi.comIrrigation Consulting & Water Management1Irrigation Notes & ScheduleSITEVICINITY MAPIRRIGATION KEY MAPIR-2IR-3IR-4.1IR-4.20NORTH50'100'200'SCALE: 1''=100'NTS
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P. MANAGER:
HO
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07-12-2023
PROJECT:
514-003
SheetLIST OF XREFS: [2023-02-20 Landscape Plan - export] [514-003_xSITE] [514-003_xEXST] [514-003_xADJ] [514-003_xTOPO] [514-003_xGRAD] [514-003_xUTIL] [Tblock-031523]
NOT FOR CO
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of 7IR-2HO
HO
AS SHOWN
1 Final Development Plan - 1st Submittal HO 06/29/2023
THE SAVOYDIRECTORYIRRIGATION SCHEDULEIR-1IRRIGATION NOTESIR-1IRRIGATION PLANSIR-2 - IR-4IRRIGATION DETAILSIR-5 - IR-7IRRIGATION CHARTSIR-7CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.RKnow what's below. Call before you dig.13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401o: 303.980.5327 www.hydrosystemskdi.comIrrigation Consulting & Water Management2Irrigation PlanSEE SHEET IR-3SEE SHEET IR-4.1IRRIGATION PLAN 20NORTH10'20'40'SCALE: 1''=20'LE FEVER DRIVECINQUEFOIL LANE
POINT OF CONNECTION - 1"PEAK FLOW REQUIREMENT: 18 GPM. REQUIRED STATIC PRESSURE: 91 PSI MIN.TIE ONTO 1'' COPPER STUB-OUT DOWNSTREAM OF WATER METER AT 54'' DEPTH IN THISAPPROXIMATE LOCATION, BY OTHERS RE=CIVIL PLAN. INSTALL ONE 1'' METER PER CITY OFFORT COLLINS SPECIFICATIONS AND STANDARDS. EXTEND 1'' TYPE K SOFT COPPER AT 54''MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 1'' STOP AND WASTEVALVE, ONE 1'' REDUCED PRESSURE BACKFLOW PREVENTER WITH PRESSURE REDUCINGVALVE AND PROTECTIVE ENCLOSURE, ONE MANUAL DRAIN VALVE, ONE 1" FLOW SENSOR,ONE 1" MASTER VALVE, ONE QUICK COUPLING VALVE, ONE GATE VALVE AND EXTEND PVCMAINLINE AS SHOWN. SET PRESSURE REDUCING VALVE TO 91PSI. EXTEND ONE PE89SHIELDED CABLE FROM FLOW SENSOR TO DATA RETRIEVAL UNIT LOCATED IN ASSOCIATEDCONTROLLER. SEE DETAIL SHEET FOR REQUIRED PIPE LENGTHS UPSTREAM ANDDOWNSTREAM OF FLOW SENSING UNIT. WORK SHALL CONFORM TO LOCAL CODE. FEES ANDPERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY CONTRACTOR.FINAL BACKFLOW PREVENTER LOCATION SHALL BE APPROVED BY OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION.A11ACONTROLLER LOCATIONPEDESTAL MOUNT ONE CONTROLLER (REFER TO SCHEDULE FOR MODEL, STATION COUNT PERCONTROLLER DATA SCHEDULE), REMOTE READY, AT INDICATED LOCATION. 120 VOLT POWER ISAVAILABLE WITHIN 60 LF. OF CONTROLLER LOCATION FROM BUILDING, BY OTHERS RE: ELECTRICALPLAN(COORDINATE POWER DROP WITH ELECTRICAL ENGINEER). ELECTRICAL METER, WIRE/CONDUIT,STEP-DOWN TRANSFORMER (IF REQUIRED) AND POWER CONNECTION TO CONTROLLER IS BYCONTRACTOR WITH WORK CONFORMING TO LOCAL CODES. LOCATE SHIELDED CABLE FROM FLOWSENSOR AND CONNECT TO AIR CARD UNIT LOCATED IN ASSOCIATED CONTROLLER. LOCATEMASTER VALVE WIRES WITH SPARES AND CONNECT 2 OF THE WIRES FROM THE MASTER VALVE TOTHE DATA RETRIEVAL BOARD IN ASSOCIATED CONTROLLER. FEES AND PERMITS ASSOCIATED WITHWORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL CONTROLLER LOCATION SHALL BEAPPROVED BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. MOUNT ONEWEATHERMATIC WEATHER STATION SENSOR ON POLE WHERE THERE IS 20 FT. OF CLEARANCE FROMANY OVERHANG OR OBSTRUCTING FEATURE. INSTALL SENSOR RECEIVER IN CONTROLLERENCLOSURE. CONNECT SENSOR RECEIVER WIRES TO IRRIGATION CONTROLLER SENSOR PORTTHROUGH CONDUIT. FINAL SENSOR LOCATION SHALL BE APPROVED BY OWNER OR OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION.
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P. MANAGER:
HO
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07-12-2023
PROJECT:
514-003
SheetLIST OF XREFS: [2023-02-20 Landscape Plan - export] [514-003_xSITE] [514-003_xEXST] [514-003_xADJ] [514-003_xTOPO] [514-003_xGRAD] [514-003_xUTIL] [Tblock-031523]
NOT FOR CO
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REVIEW SE
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of 7IR-3HO
HO
AS SHOWN
1 Final Development Plan - 1st Submittal HO 06/29/2023
THE SAVOYDIRECTORYIRRIGATION SCHEDULEIR-1IRRIGATION NOTESIR-1IRRIGATION PLANSIR-2 - IR-4IRRIGATION DETAILSIR-5 - IR-7IRRIGATION CHARTSIR-7CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.RKnow what's below. Call before you dig.13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401o: 303.980.5327 www.hydrosystemskdi.comIrrigation Consulting & Water Management3Irrigation Plan SEE SHEET IR-2SEE SHEET IR-4.2IRRIGATION PLAN 30NORTH10'20'40'SCALE: 1''=20'PRECISION DRIVECINQUEFOIL LANE
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P. MANAGER:
HO
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07-12-2023
PROJECT:
514-003
SheetLIST OF XREFS: [2023-02-20 Landscape Plan - export] [514-003_xSITE] [514-003_xEXST] [514-003_xADJ] [514-003_xTOPO] [514-003_xGRAD] [514-003_xUTIL] [Tblock-031523]
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1 Final Development Plan - 1st Submittal HO 06/29/2023
THE SAVOYDIRECTORYIRRIGATION SCHEDULEIR-1IRRIGATION NOTESIR-1IRRIGATION PLANSIR-2 - IR-4IRRIGATION DETAILSIR-5 - IR-7IRRIGATION CHARTSIR-7CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.RKnow what's below. Call before you dig.13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401o: 303.980.5327 www.hydrosystemskdi.comIrrigation Consulting & Water Management4Irrigation PlanSEE SHEET IR-4.2SEE SHEET IR-2IRRIGATION PLAN 4.10NORTH10'20'40'SCALE: 1''=20'PRECISION DRIVEBROOKFIELD DRIVE LE FEVER DRIVESEE SHEET IR-4.1SEE SHEET IR-3
BROOKFIELD DRIVEIRRIGATION PLAN 4.20NORTH10'20'40'SCALE: 1''=20'
No.Revisions:By:Date:
P. MANAGER:
HO
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07-12-2023
PROJECT:
514-003
SheetLIST OF XREFS: [2023-02-20 Landscape Plan - export] [514-003_xSITE] [514-003_xEXST] [514-003_xADJ] [514-003_xTOPO] [514-003_xGRAD] [514-003_xUTIL] [Tblock-031523]
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AS SHOWN
1 Final Development Plan - 1st Submittal HO 06/29/2023
THE SAVOYDIRECTORYIRRIGATION SCHEDULEIR-1IRRIGATION NOTESIR-1IRRIGATION PLANSIR-2 - IR-4IRRIGATION DETAILSIR-5 - IR-7IRRIGATION CHARTSIR-7CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.RKnow what's below. Call before you dig.13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401o: 303.980.5327 www.hydrosystemskdi.comIrrigation Consulting & Water Management5Irrigation Details 3"SET BOTTOM OF CAP AT GRADECURB & GUTTER, SIDEWALK ORHARD SURFACE WHEREAPPLICABLEPOP-UP SPRAY HEAD12" MALExBARB ELL12" DIA. POLYETHYLENE SWINGPIPE (4 L.F. MAXIMUM LENGTH)12" MALExBARB ADAPTERPOP-UP SPRAY HEADNOTE:·SET HEAD PERPENDICULAR TO FINISH GRADE.·APPLY TEFLON TAPE TO MALE PVC THREADED FITTINGS.·DOUBLE CLAMP 112" & 2" DIAMETER FITTINGS.PVC LATERAL SWING W/ LINESIZEx12" SLIPxFIPT FITTING1HI-POP GEAR DRIVEN ROTORNOTE:·DIAMETERS OF FITTINGS AND NIPPLES SHALLEQUAL ROTOR INLET DIAMETER.·SET ROTOR PERPENDICULAR TO FINISH GRADE.·APPLY TEFLON TAPE ALL PVC MALE THREADEDFITTINGS.24"6"SET LIP AT FINSHED GRADECURB AND GUTTER, SIDEQALK OR HARDSURFACE WHERE APPLICABLEHI-POP GEAR DRIVEN ROTORMIPTxFIPT SCH. 40 PVC ELL (2)12" SCH. 80 PVC NIPPLEMIPTxFIPT SCH. 40 PVC 90 ELLPVC SUPPLY LINE WITH SCH. 40SLIPxFIPT PVC FITTING30-60 DEG2PVC PRESSURE MAINLINEREFER TO IRRIGATIONSCHEDULENOTE:·CONCRETE PAD PENETRATIONS TO BE 1"LARGER THAN TUBING DIAMETER.·REFER TO ENCLOSURE DETAIL FORCONCRETE PAD DIMENSIONS.·DIAMETER OF FITTINGS, NIPPLE AND TUBINGSHALL EQUAL DIAMETER OF BACKFLOWPREVENTER UNLESS NOTED OTHERWISE.BRONZE UNION - SWxSW6" THICK CONCRETE PAD -LENGTH AS REQUIRED, 30" MIN.WIDTH. TOP OF SLAB TO BE 1"ABOVE FINISH GRADE.ADJUSTABLE CAST IRON STOPBOX - TYLER OR EQUALPROTECTIVE ENCLOSURE -REFER TO DETAILREDUCED PRESSUREBACKFLOW PREVENTERQUICK COUPLINGVALVE - INSTALL ASPER QCV DETAIL12"SOIL FILTER FABRIC COVERINGGRAVEL SUMPSTOP & DRAIN VALVE - LINE SIZE34" CRUSHED GRAVEL SUMP - 2 CU. FT.SERVICE LINE FROM WATER METER12"EQEQTYPE "K"RIGIDCOPPERWATTS 223-HP PRESSUREREGULATING VALVE W/ LINESIZExCL BRASS NIPPLE (SIZEPER PLAN)CxM ADAPTER (TWO REQUIRED)BACKFLOW PREVENTER73/4" - 2" SYSTEMS WITH PRV & PVCCONNECTIONNOTE: DIAMETERS OF BALL VALVES, PVC FITTINGS AND NIPPLES SHALLEQUAL ELECTRIC CONTROL VALVE DIAMETER. VALVE BOXES SHALL BEINSTALLED PARALLEL OR PERPENDICULAR TO ADJACENT SIDEWALKS ANDHARD SURFACES WHERE APPLICABLE. APPLY TEFLON TAPE TO ALL MALETHREADED FITTINGS AND THREADED NIPPLES.PVC LATERAL - 45 ELL TOSPECIFIED DEPTHSCH. 40 PVC REDUCINGMALE ADAPTERRECTANGULAR VALVE BOX. BRAND LID WITHCONTROLLER & STATION #. REFER TOTECHNICAL SPECIFICATIONS. CENTER BOXOVER ASSEMBLY.PVC BALL VALVE - FIPTxFIPT34" CRUSHED GRAVEL SUMP - FILL BOXTO BOTTOM OF VALVE BODYSCH. 80 PVC NIPPLE - LENGTH ASREQUIREDSERVICE TEE - SOLVENT WELDOR GASKETED FITTING - REFERTO SPECIFICATIONSELECTRIC CONTROL VALVE4"FINISH GRADETWO BLACK WIRES TO VALVE SOLENOIDDECODERDBR-6 (2)PROVIDE 60" CONTINUOUS COILS OF EXTRACABLE WIRING WITHIN VALVE BOX (PERDECODER) FOR MAINTENANCE PURPOSES.TWO-WIRE PATH TO NEXT DECODERTO EARTH GROUNDING LOCATIONINSTALLED PER ASIC GUIDELINES. REFERTO CONSTRUCTION NOTES FORFREQUENCY AND OTHER REQUIREMENTS.TWO-WIRE PATH TONEXT DECODERDBR-6 (2)DBR-6ELECTRIC CONTROL VALVE3TWO-WIRE SYSTEM - PVC PIPEFINISH GRADEAPPLY TEFLON TAPE TO ALL THREADED NIPPLES3"2"10" ROUND VALVE BOX BRAND"QC" INTO VALVE BOX LID.REFER TO TECHNICALSPECIFICATIONS.34" CRUSHED GRAVEL SUMP -FILL BOX TO WITHIN 2" OFBOTTOM OF QCV LID1" BRASS NIPPLE LENGTH AS REQUIREDLINE SIZE BRASS COUPLING12"x12" REBAR STABILIZING STAKETYPICAL TWO SIDES PER QUICKCOUPLING VALVE LOCATIONLASCO #G 13S-212 UNITIZED SWINGJOINT W/ BRASS INSERT STABILIZERELBOW. PROVIDE WITH 1" MIPT INLETPRESSURE MAINLINEx1" PVC SERVICE TEE -SOLVENT WELD OR GASKETED FITTING REFERTO SPECIFICAIONSQUICK COUPLING VALVEQUICK COUPLING VALVE4FINISH GRADEAPPLY TEFLON TAPE TO ALL MALE THREADEDPVC FITTINGS AND ALL NIPPLES34" CRUSHED GRAVEL SUMP 1 CU. FT.2" VALVE MARKER10" ROUND VALVE BOX - BRAND THELETTER "D' IN LID. REFER TOTECHNICAL SPECIFICATIONS.2" CL 160 PVC ACCESS SLEEVE -LENGTH AS REQUIRED34" FxF SCH. 80 PVC 90 ELL (2)34"xCL PVC NIPPLE SCH. 80 (2)34"x6" SCH. 80 GALVANIZED STEEL NIPPLE34" BRASS GLOBE VALVE34" MxF SCH. 40 PVC 90 ELLSOIL BLANKET COVERING SUMP34"x4" PVC NIPPLE SCH. 8034" CRUSHED GRAVEL SUMP. SEETECHNICAL SPECIFICATIONS FORSUMP SIZEPVC PRESSURE MAINLINEMANUAL DRAIN VALVEMANUAL DRAIN VALVE9TYPICALCLEQEQ6"6"YCL1"5"EQ6"YEQ6"CLZXGUARDSHACK ENCLOSURECONCRETE PADBFP MODEL/SIZEENCLOSURE MODELXYZFEBCO 825YA 3/4" & 1"GS-.510"24"18"FEBCO 825YA 112" & 2"GS-110"34"24"NOTES:·PAD PENETRATIONS FOR BACKFLOW PREVENTER RISERS TO BE1" LARGER THAN RISER DIAMETER.·TOP SURFACE OF CONCRETE PAD SHALL BE 1" ABOVE FINISHGRADE.·INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'SRECOMMENDATIONS.·PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE.·PROVIDE ENCLOSURE IN FEDERAL GREEN COLOR. UNLESSOTHERWISE NOTED (SEE SCHEDULE).TOP VIEWSIDE VIEW8GUARDSHACK - 3/4" - 2" SYSTEMSBACKFLOW ENCLOSUREACONTROLLERAIR CARD COMMUNICATION NEEDS TO BECONFIRMED PRIOR TO MOUNTING. LOCATE ONEXTERIOR OF ENCLOSURE. AIR CARD SHALL BECONNECTED TO CONTROLLER AND FLOW SENSOR.SHOULD COMMUNICATION NOT BE OPTIMAL WHILEMOUNTED ON CONTROLLER EXTERIOR, CONTACTHYDROSYSTEMS*KDI AT (303) 980-5327.#6 BARE COPPER GROUNDING WIRE1" PVC CONDUIT W/ SWEEP ELL - GROUND WIRE3" PVC CONDUIT W/ SWEEP ELL - CONTROL WIRES34" PVC CONDUIT W/ SWEEP ELL - 120v SERVICEPREFABRICATED ENCLOSURE34" PVC CONDUIT W/ SWEEP ELL - FLOW CABLEAIR CARD INSTALLATIONAIR CARD0.5%SLOPEANOTES:·CONTRACTOR TO GROUND AND PROVIDE SURGEPROTECTION FOR CONTROLLER IN ACCORDANCEWITH MANUFACTURER'S RECOMMENDATIONS ANDGROUND ROD(S) SHOWN.·CONTROLLER GROUNDING SHALL COMPLY W/MANUFACTURER'S SPECIFICATIONS.·INSTALL A DISCONNECT SWITCH AND 120 VOLT GFICRECEPTACLE WITHIN PEDESTAL.·ALL ELECTRICAL WORK TO CONFORM TO LOCALCODE.6"18"6"6"PLAN VIEW5"1"CLOSESTIRRIGATEDAREADISCONNECT SWITCH & RECEPTACLECONTROLLERINSTALL 4" HT. SELF ADHESIVE VINYL LETTERINGCORRESPONDING WITH CONTROLLER # ON OUTSIDESURFACE OF ENCLOSURE DOOR.CONTROL WIRES - NEATLY BUNDLE WIRING& SECURE W/ LOCKING WIRE TIES34" NON-METALLIC LIQUIDTITE CONDUIT W/ MALEADAPTERS (2) AND LOCK RINGS, WASHERSCONCRETE PADFINISH GRADE58"x8' COPPER - CLAD GROUNDINGROD W/ BRONZE CLAMP & 10" ROUNDVALVE BOX (TYPICAL)#6 BARE COPPER GROUNDING WIRE1" PVC CONDUIT W/ SWEEP ELL - GROUND WIRE3" PVC CONDUIT W/ SWEEP ELL - CONTROL WIRESPROVIDE 48" LENGTH OF ALL SPARE WIRESWITHIN PEDESTAL, NEATLY COILED.34" PVC CONDUIT W/ SWEEP ELL - 120v SERVICEPREFABRICATED ENCLOSUREFRONTVIEWEXTERNALSIDE VIEWWEB-BASED CONTROL - REFER TO IRRIGATIONCONSTRUCTION NOTES FOR WEATHERMATICSMARTLINK WEB-BASED CONTROL SYSTEM WITHFLOW MONITORING AND REPORTING FOR PRICING,STARTUP, INITIALIZATION, WATER MANAGEMENTSUBSCRIPTION, AND COORDINATION INFORMATION.5ELECTRIC CONTROLLERPEDESTAL10' MIN.36" MIN.12" DIAMETER CONCRETE BASE - FORMW/ SONA-TUBE OR EQUAL. POST SHALLBE CENTERED WITHIN BASE.FINISH GRADE112" DIAMETER SCH. 40GALVANIZED STEEL POST112"x3" SCH. 40 GALVANIZED NIPPLEWITH 112" FIPT GALVANIZED CAP112"x1" FxF SCH. 40GALVANIZED TEEWEATERMATIC SLW5 WEATHERSTATION WITH POLE BRACKET & 15'CLEARANCE FROM ANY STRUCTUREWEATHER SENSOR6Pole Mounted - Wireless
No.Revisions:By:Date:
P. MANAGER:
HO
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07-12-2023
PROJECT:
514-003
SheetLIST OF XREFS: [2023-02-20 Landscape Plan - export] [514-003_xSITE] [514-003_xEXST] [514-003_xADJ] [514-003_xTOPO] [514-003_xGRAD] [514-003_xUTIL] [Tblock-031523]
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1 Final Development Plan - 1st Submittal HO 06/29/2023
THE SAVOYDIRECTORYIRRIGATION SCHEDULEIR-1IRRIGATION NOTESIR-1IRRIGATION PLANSIR-2 - IR-4IRRIGATION DETAILSIR-5 - IR-7IRRIGATION CHARTSIR-7CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.RKnow what's below. Call before you dig.13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401o: 303.980.5327 www.hydrosystemskdi.comIrrigation Consulting & Water Management6Irrigation Details FINISH GRADE2"3"10" ROUND VALVE BOX. BRAND "GV"ON LID OF VALVE BOX. REFER TOTECHNICAL SPECIFICATIONS.GATE VALVE W/ CROSS HANDLE ANDSOLID WEDGE DISC.34" CRUSHED GRAVEL SUMP - FILLBOX TO WITHIN 2" OF TOP OF 6"PVC ACCESS SLEEVE∅6" CLASS 160 PVC SLEEVE BOTTOM TOBE NOTCHED AND CONTACT TOP OFPRESSURE MAINLINEPVC PRESSURE MAINLINESCH. 40 PVC MALE ADAPTER (2) - SIZETO EQUAL GATE VALVE DIAMETERUNDISTURBED SOILGATE VALVE10FINISH GRADERECTANGULAR VALVE BOX WITHEXTENSION - BRAND "MV" INTOVALVE BOX LID. REFER TOTECHNICAL SPECIFICATIONS.SLIPxMIPT SCH. 40 PVC ADAPTER (2)PRESSURE MAINLINE34" CRUSHED GRAVEL SUMP - 2 C.F.ELECTRIC MASTER CONTROLVALVETWO-WIRE DECODER CABLE TO NEXTDECODER. PROVIDE 60" CONTINUOUS COILOF ADDITIONAL WIRING WITHIN BOX TOALLOW REMOVAL OF CONTROL VALVEFROM BOX FOR MAINTENANCE PURPOSES.TWO BLACK WIRES TO VALVE SOLENOIDDECODERDBR-6 (4)FLOWMASTER VALVE11VIA DECODER - TAPS 2" & SMALLERNOTE: REFER TO TECHNICALSPECIFICATIONS FOR MINIMUMTRENCH WIDTHS.FINISHGRADEROTOR LATERALPIPINGBACKFILL MATERIAL (TYP.)4-6" BODIES: 14"12" BODIES: 18"24"MAINLINE4-6" BODIES: 18"12" BODIES: 24"CONTROL WIRE BUNDLE OR TWOWIRE COMMUNICATION CABLE (PERSPECIFICATIONS)SPRAY HEAD LATERALPIPING OR DRIP LINEHEADER.1318" MAINLINETRENCHBAROUGH GRADECNOTE:·ALL SLEEVE MATERIAL PER IRRIGATION SCHEDULE, SIZE AS NOTED ON PLAN.·INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLESLEEVES ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOTSTACK SLEEVES VERTICALLY.·CONTRACTOR TO COORDINATE WITH FLATWORK INSTALLER TO BRAND A"V" IN SIDEWALK OR CURB AT BOTH ENDS OF SLEEVE CROSSING.PAVED SURFACECURB AND GUTTER(IF APPLICABLE)2" PVC PIPE SLEEVE MARKER -INSTALL AT BOTH ENDS OF EACHSLEEVE LOCATION AND EXTEND ATLEAST 3' ABOVE GRADE. SPRAYEXPOSED PORTION OF MARKER WITHGREEN FLUORESCENT PAINT.SEAL ENDS OF SLEEVE WITHCLOTH DUCT TAPE (TYPICAL)PVC SLEEVING (TYPICAL)IRRIGATION SLEEVING24" MIN.12" MIN.36" MIN.14PLANT SIZEEMITTERFLOW RATEEMITTER QTY. AT MULCHEDBED LOCATIONSEMITTER QTY. AT NATIVESEED LOCATIONS1 - 2 GALLON MATERIAL0.5 GPHONE EACHONE EACH5 GALLON MATERIAL0.5 GPHTWO EACHTWO EACH112" CALIPER TREE1.0 GPHTHREE EACHFOUR EACH2" CALIPER TREE1.0 GPHFOUR EACHSIX EACH212" CALIPER TREE1.0 GPHSIX EACHEIGHT EACH3" CALIPER TREE1.0 GPHEIGHT EACHTEN EACH312" CALIPER TREE1.0 GPHNINE EACHELEVEN EACH4" CALIPER TREE1.0 GPHTEN EACHTWELVE EACH6 FT. CONIFEROUS TREE1.0 GPHFOUR EACHSIX EACH8 FT. CONIFEROUS TREE1.0 GPHSIX EACHNINE EACH10 FT. CONIFEROUS TREE1.0 GPHEIGHT EACHTWELVE EACH12 FT. CONIFEROUS TREE1.0 GPHTEN EACHFOURTEEN EACHNOTES:·INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERSSHALL BE EQUALLY SPACED AROUND ROOT BALL.·EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF 1" AND AMAXIMUM OF 2".·FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO-TUBING PRIOR TOEMITTER INSTALLATION.·IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDEOF ROOT BALL.·EMITTERS SHALL BE SELF-FLUSHING, PRESSURE COMPENSATING-TYPE UNLESSNOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS.·DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANTREQUIREMENTS (HYDROZONES) AND SUN EXPOSURE.·CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWNON PLAN.·SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVEDTOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTERSCHEDULE AS FOLLOWS:··EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER GALLONAGES SHALLBE DOUBLED FOR PLANTS WITH SOUTH AND WEST EXPOSURES.··EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FORPLANTS WITH NORTH AND EAST EXPOSURES.··PLANTINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN-TIMESAND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY.DOWN4:1(+)-SLOPESECTION10" MIN4"-6"PLANTING BACKFILL MATERIALPOLY DRIP TUBINGPLANT ROOTBALLEMITTER - STAKE TO EDGE OFROOTBALLEMITTER MICRO-TUBING - 60"MAXIMUM LENGTHPLANT MATERIALEMITTER - REFER TO SCHEDULE FOREMITTER QUANTITY. REFER TOSPECIFICATIONS FOR MANUFACTURERAND MODEL NUMBER.MULCH LAYEREMITTER MICRO-TUBINGPOLY DRIP TUBING - RE:TECHNICAL SPECIFICATIONS6" 10 GAUGE JUTE STAKE ORAPPROVED EQUALPLAN15DRIP EMITTERBELOW GRADE3" MIN.PVC SCH. 40 TEE OR ELL3" MIN DEPTH OF 34"WASHED GRAVELPVC MAINLINEPVC SCH. 80 NIPPLE, CLOSEPVC SCH. 80 UNION FORSERVICING ASSEMBLYDRIP VALVE ASSEMBLYWITH BASKET FILTER (SEESCHEDULE)FINISH GRADEJUMBO VALVE BOX - BRAND BOX LID W/CONTROLLER AND STATION NUMBER.REFER TO TECHNICAL SPECIFICATIONS.PVC SCH. 80 NIPPLEPVC SCH. 40 ELLVALVE SIZE MIPTxINS. PVC ADAPTERSTAINLESS STEEL WORM GEAR ORPINCH CLAMPVALVE SIZE POLY PIPING -SWEEP TO SPECIFIED DEPTHNOTE:INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIREASSEMBLY WITHIN BOX. NO VALVE BOX EXTENSIONS WILL BEACCEPTED. PROVIDE 3"-4" CLEARANCE BETWEEN TOP OF CONTROLVALVE SOLENOID AND BOTTOM OF VALVE BOX LID. TOP OF VALVEBOX TO BE FLUSH WITH FINISH GRADE. VALVE BOX SHALL NOT RESTON DRIP TUBING.TWO BLACK WIRES TO VALVE SOLENOIDDECODERTWO-WIRE PATH TO NEXT DECODERTO EARTH GROUND INSTALLED INSEPARATE LOCATION PER ASICGUIDELINES. SPACE DECODERSPER MANUFACTURER GUIDELINES.DBR-6 (2)DBR-6 (3)DRIP VALVE16TWO-WIRE SYSTEM - BASKET - POLY PIPE34" PVC BALL VALVE WITH 34" PVCINSxMIPT ADAPTER AND S.S. CLAMP34" DRIP TUBING - COIL SUFFICIENTLENGTH IN BOX TO EXTEND HOSEADAPTER OUTSIDE OF VALVE BOX.34" WASHED RIVER ROCK SUMP (1CU. FT.)INSERT TEE WITH CLAMPS10" ROUND VALVE BOX WITH COVER- BRAND "DB" INTO VALVE BOX LID.REFER TO TECHNICALSPECIFICATIONS.SECTIONPLANDISTANCES VARY: CONTRACTOR SHALLLOCATE FLUSH VALVE BOX TO BESCREENED BY PLANT MATERIAL ANDACCESSIBLE. OPERATIONAL INDICATORSHALL BE LOCATED FOR EASYVISIBILITY DURING OPERATIONPLANT MATERIALINDICATOR HEADPLANTER BEDWALL OR EDGERFLUSH VALVEPOLY PIPE FROMEXHAUST HEADEROR DRIP LATERALFINISH GRADEDEFLECT TUBING TO PERMITENTRY THROUGH BOTTOM OFVALVE BOX.12" POP-UP SPRAY HEAD WITHCHECK VALVE, CLOSED NOZZLE, &SWING PIPE (ZONE OPERATIONALINDICATOR)PLANT MATERIALDRIP FLUSH VALVE17WITH OPERATIONAL INDICATORMETER RUN·NO FITTINGS INCLUDING REDUCERBUSHINGS, TEES, ELLS, ETC, SHALL BEINSTALLED WITHIN METER RUN.·DIAMETER OF FLOW SENSOR TEE AND ALLPIPING WITHIN METER RUN SHALL BE EQUAL.·NO REDUCER BUSHINGS, ADAPTERS, ETC.SHALL BE INSTALLED WITHIN METER RUN.DATA CABLE SPLICE CONSISTING OF WIRE NUTSAND PREFORMED SUPER SERVISEAL SPLICE KIT.FINISH GRADERECTANGULAR VALVE BOX WITH EXTENSIONS ASREQUIRED. BRAND "FS" INTO VALVE BOX LID. REFERTO TECHNICAL TO TECHNICAL SPECIFICATIONSSPECIFICATIONS. VALVE BOX SHALL NOT RESTDIRECTLY ON FLOW SENSOR CABLE.TEE STYLE FLOW SENSOR. REFER TO PLAN &SCHEDULE FOR SIZING, MANUFACTURER, & MODEL.DATA CABLE TO CONTROLLER SENSOR INPUTSPER MANUFACTURER RECOMMENDATION.PROVIDE ADDITIONAL CABLE WITHIN BOX TOALLOW REMOVAL OF SENSING UNIT FROM BOXFOR MAINTENANCE PURPOSES.3/4" GRAVEL SUMP - 2 CU. FT.PVC PRESSURE MAINLINE - REFERTO PLAN FOR DIAMETER.FLOW10x PIPE DIA.5x PIPE DIA.METER RUNWEB-BASED CONTROL - REFER TO IRRIGATIONCONSTRUCTION NOTES FOR WEATHERMATICSMARTLINK WEB-BASED CONTROL SYSTEM WITHFLOW MONITORING AND REPORTING FOR PRICING,STARTUP, INITIALIZATION, WATER MANAGEMENTSUBSCRIPTION, AND COORDINATION INFORMATION.FLOW SENSOR12TEE STYLE
No.Revisions:By:Date:
P. MANAGER:
HO
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07-12-2023
PROJECT:
514-003
SheetLIST OF XREFS: [2023-02-20 Landscape Plan - export] [514-003_xSITE] [514-003_xEXST] [514-003_xADJ] [514-003_xTOPO] [514-003_xGRAD] [514-003_xUTIL] [Tblock-031523]
NOT FOR CO
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of 7IR-7HO
HO
AS SHOWN
1 Final Development Plan - 1st Submittal HO 06/29/2023
THE SAVOYDIRECTORYIRRIGATION SCHEDULEIR-1IRRIGATION NOTESIR-1IRRIGATION PLANSIR-2 - IR-4IRRIGATION DETAILSIR-5 - IR-7IRRIGATION CHARTSIR-7CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.RKnow what's below. Call before you dig.13949 W. Colfax Ave, Suite 260 Lakewood, Colorado 80401o: 303.980.5327 www.hydrosystemskdi.comIrrigation Consulting & Water Management7Irrigation Details FINISH GRADESUBGRADERECTANGULAR VALVEBOX WITH CONTROLVALVE AND DECODERSECURE DECODER TO 6"x1" PVC PIPEWITH PIPE CAP VIA. NYLON WIRE TIE(2)REBAR STAKE1" MINIMUM12" MINIMUMWIRE PATH FROM CONTROLLER ALLOW 5FT. SLACK PER DECODER. ALL WIRE TO BETO 14 UAG STANDARDS. REFER TO TWOWIRE PLAN FOR CONTROLLER WIREMANUFACTURE AND MODEL NUMBER.DECODER, WIRE END DOWN (REFERTO SCHEDULE FOR MODEL NUMBER)ID WIRE PATH TO NEXTDECODER (3M) DBY (2)DECODER INSTALLATION18TWO-WIRE SYSTEMGROUNDING MUST MEET ALL MANUFACTURER'S REQUIREMENTS. IN ADDITION,GROUNDING PLATE DESIGN CONSISTS OF ONE VERTICAL 8-FOOT COPPER CLADGROUNDING ROD (AT LEAST EIGHT FEET FROM THE EQUIPMENT), AND ONE COPPERGROUNDING PLATE PER 40 STATIONS REQUIRING GROUNDING. INSTALL GROUNDINGPLATE HORIZONTALLY, THREE FEET DEEP AND 15' FROM THE GROUNDING ROD.SHOULD MULTIPLE RODS/PLATES BE REQUIRED, THEY SHALL BE PLACED A MINIMUMOF 3 LINEAR FEET FROM EACH OTHER. PERFORM CADWELD CONNECTION TOGROUNDING ROD(S) AND PLACEMENT OF GROUNDING PLATE(S) IN OWNER'SPRESENCE PRIOR TO BACKFILL. REFER TO ASIC STANDARDS FOR MOREINFORMATION.FINISH GRADESATELLITE CONTROLLER(S)#6 CONTINUOUS SOLID BARE COPPER WIRE (TYPICAL)CADWELD GT1161G "ONE SHOT" WELD58" x 8FT COPPER-CLAD GROUNDING ROD#6 CONTINUOUS SOLID BARE COPPER WIRE (TYPICAL)COPPER GROUNDING PLATE 4"x96"x0.0626"GROUND ENHANCEMENT MATERIAL PERMANUFACTURER'S RECOMMENDATIONS1'8'15'3'20CONTROLLER GROUNDINGTWO-WIRE SYSTEM - Pedestal Mount10" ROUND VALVE BOXCAD WELD34" CRUSHED GRAVELSUMP (2 FT³)8 FT COPPER GROUNDING RODFINISHGRADEPVC MAINLINETWO WIRE COMMUNICATION CABLE PATHTWO WIRE PATH TO BE EXTENDED TOGROUNDING LOCATIONS AT REGULARINTERVALS, AS DEFINED IN SCHEDULE.SLGDTSLCONN#8 BARE COPPER WIREMAINLINE & WIRE PATHGROUNDING RODPLAN VIEWCROSS SECTION VIEW8'-12' MIN.NO ELECTRONIC EQUIPMENTSHALL BE PLACED WITHIN THEGROUNDING ROD BUFFER AREA.DECODER GROUNDING19VIA GROUNDING RODWATER DEMAND CHARTC1POINT OF CONNECTION #1HYDRAULIC CHARTC2POINT OF CONNECTION #1CONTROLLER CHARTC3POINT OF CONNECTION #1