HomeMy WebLinkAboutIMPALA REDEVELOPMENT - FDP230001 - SUBMITTAL DOCUMENTS - ROUND 2 - LANDSCAPE PLAN (2)3575 Ringsby Ct, Ste 300ASTUDIO ARCHITECTUREDenver, CO 80216theSTUDIOarchitecture.com866.529.9130COPYRIGHTPLOT DATE:CSTUDIO Project No:Sheet Issue & Revision LogIt is the client's responsibility prior to or during construction to notify the architect inwriting of any perceived errors or omissions in the plans and specifications ofwhich a contractor thoroughly knowledgeable with the building codes and methodsof construction should reasonably be aware. Written instructions addressing suchperceived errors or omissions shall be received from the architect prior to the clientor client's subcontractors proceeding with the work. The client shall be responsiblefor any defects in construction if these procedures are not followed.NoDateDescriptionFOR REFERENCE ONLYDRAWN BY:REVIEWED BY:5/31/2022 1:15:23 PM
I-400SHEET NAMEIMPALA RENOVATIONS
21-017.00306 IMPALA DRIVE
FORT COLLINS, COSJBCBK02/22/23PIP3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com306 IRRIGATIONNOTESGENERAL NOTESGENERAL DESCRIPTIONLEGENDNOZZLE NUMBERARC - QUARTER (Q), HALF (H), FULL (F)A-151"12MFQA30HB.5RES
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B BCCCCCCCCCCCCCCCCCCCCCCCCCCCDSSDSSSWSEEEEEEEEEEEEGGGGGGGGGGGGWWSHY D HYDSSHYDHYDLAREGE TURF AREAS TO BEIRRIGATED WITH POP UP ROTORS,TYP.SHRUB/TREE AREAS TO BEIRRIGATED WITH POINT SOURCEDRIP, TYPSHRUB/TREE AREAS TO BEIRRIGATED WITH POINT SOURCEDRIP, TYPSHRUB/TREE AREAS TO BEIRRIGATED WITH POINT SOURCEDRIP, TYPSMALL TURF AREAS TO BE IRRIGATEDWITH POP UP SPRAYS, TYP.POINT-OF-CONNECTION *SIZE: 1-INCH *FLOW (MAXIMUM): 20 GPM *AVAILABLE PRESSURE: 45PSILAREGE TURF AREAS TO BEIRRIGATED WITH POP UP ROTORS,TYP.BOOSTER PUMP ASSEMBLY*FLOW: 20GPM*BOOST PRESSURE: 35PSI72"2"2"2"2"523412"2"2"2"2"QQQQARMFBQI-5003575 Ringsby Ct, Ste 300ASTUDIO ARCHITECTUREDenver, CO 80216theSTUDIOarchitecture.com866.529.9130COPYRIGHTPLOT DATE:CSTUDIO Project No:Sheet Issue & Revision LogIt is the client's responsibility prior to or during construction to notify the architect inwriting of any perceived errors or omissions in the plans and specifications ofwhich a contractor thoroughly knowledgeable with the building codes and methodsof construction should reasonably be aware. Written instructions addressing suchperceived errors or omissions shall be received from the architect prior to the clientor client's subcontractors proceeding with the work. The client shall be responsiblefor any defects in construction if these procedures are not followed.NoDateDescriptionFOR REFERENCE ONLYDRAWN BY:REVIEWED BY:5/31/2022 1:15:23 PM
I-401SHEET NAMEIMPALA RENOVATIONS
21-017.00306 IMPALA DRIVE
FORT COLLINS, COSJBCBK02/22/23PIP3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com306 IRRIGATIONNOTESSCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'80'40'160'240'1" = 80'FLAG NOTES1234567
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WFFFCCCCCCCCCCCCCCCCCCCCCCSSWSSHYDH YDLAREGE TURF AREAS TO BEIRRIGATED WITH POP UP ROTORS,TYP.SHRUB/TREE AREAS TO BEIRRIGATED WITH POINT SOURCEDRIP, TYPSHRUB/TREE AREAS TO BEIRRIGATED WITH POINT SOURCEDRIP, TYPSHRUB/TREE AREAS TO BEIRRIGATED WITH POINT SOURCEDRIP, TYPSMALL TURF AREAS TO BE IRRIGATEDWITH POP UP SPRAYS, TYP.POINT-OF-CONNECTION *SIZE: 1-INCH *FLOW (MAXIMUM): 20 GPM *AVAILABLE PRESSURE: 45PSILAREGE TURF AREAS TO BEIRRIGATED WITH POP UP ROTORS,TYP.BOOSTER PUMP ASSEMBLY*FLOW: 20GPM*BOOST PRESSURE: 35PSI72"2"2"2"2"523412"2"2"2"2"QQQQARMFBQ3575 Ringsby Ct, Ste 300ASTUDIO ARCHITECTUREDenver, CO 80216theSTUDIOarchitecture.com866.529.9130COPYRIGHTPLOT DATE:CSTUDIO Project No:Sheet Issue & Revision LogIt is the client's responsibility prior to or during construction to notify the architect inwriting of any perceived errors or omissions in the plans and specifications ofwhich a contractor thoroughly knowledgeable with the building codes and methodsof construction should reasonably be aware. Written instructions addressing suchperceived errors or omissions shall be received from the architect prior to the clientor client's subcontractors proceeding with the work. The client shall be responsiblefor any defects in construction if these procedures are not followed.NoDateDescriptionFOR REFERENCE ONLYDRAWN BY:REVIEWED BY:5/31/2022 1:15:23 PM
I-500SHEET NAMEIMPALA RENOVATIONS
21-017.00306 IMPALA DRIVE
FORT COLLINS, COSJBCBK02/22/23PIP3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.comSCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'306 IRRIGATIONPLAN
3575 Ringsby Ct, Ste 300ASTUDIO ARCHITECTUREDenver, CO 80216theSTUDIOarchitecture.com866.529.9130COPYRIGHTPLOT DATE:CSTUDIO Project No:Sheet Issue & Revision LogIt is the client's responsibility prior to or during construction to notify the architect inwriting of any perceived errors or omissions in the plans and specifications ofwhich a contractor thoroughly knowledgeable with the building codes and methodsof construction should reasonably be aware. Written instructions addressing suchperceived errors or omissions shall be received from the architect prior to the clientor client's subcontractors proceeding with the work. The client shall be responsiblefor any defects in construction if these procedures are not followed.NoDateDescriptionFOR REFERENCE ONLYDRAWN BY:REVIEWED BY:5/31/2022 1:15:23 PM
I-600SHEET NAMEIMPALA RENOVATIONS
21-017.00306 IMPALA DRIVE
FORT COLLINS, COSJBCBK02/22/23PIP3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com306 IRRIGATIONDETAILSNOTES:1. FURNISH FITTINGS AND PIPING SIZED IDENTICALLY WITH NOMINAL BACKFLOW PREVENTION DEVICE.2. SUBMIT SHOP DRAWINGS SPECIFYING ENCLOSURE SIZE AND SHOWING RELATIVE LAYOUT OF EQUIPMENT.ABCDEFGHIJKA.BACKFLOW PREVENTER ENCLOSURE (SIZEAS NECESSARY)B.BACKFLOW PREVENTION DEVICEC.C x M COPPER ADAPTER (1 OF 2)D.TYPE K COPPER PIPE (TYPICAL) (LENGTH ASREQUIRED)E.CL200 PVC PIPE SLEEVE (1 OF 2)F.4" THICK CONCRETE PAD 6" LARGER IN ALLDIMENSIONS THAN ENCLOSUREG.FINISH GRADE/TOP OF MULCHH.COPPER FEMALE ADAPTERI.SCH 40 PVC MALE ADAPTERJ.PVC MAINLINEK.TYPE K COPPER PIPENOTE:1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS OTHERWISENOTED.ABCDEFGHIJKLKA.12" STANDARD VALVE BOX WITH COVERB.FINISH GRADE/TOP OF MULCHC.1" BRONZE BALL VALVE FEMALETHREADED ENDSD.1" COPPER MALE ADAPTERE.1" COPPER PIPE (LENGTH AS REQUIRED)F.3" MIN. DEPTH OF 3/4" WASHED GRAVELG.BRICK (1 OF 4)H.COPPER FEMALE THREADED ADAPTERI.SCH. 40 PVC MALE THREADED ADAPTERJ.PVC MAINLINEK.COPPER PIPEL.COPPER TEEHIJABCDEFGHIJKA.TRACING WIREB.12" VALVE BOX WITH COVERC.FINISH GRADE/TOP OF MULCHD.SENSOR DECODERE.WIRE SPLICE, TYPICALF.FLOW SENSORG.TWO WIRE CABLEH.FILTER FABRICI.PVC PIPEJ.BRICK (1 OF 4)K.3" MINIMUM DEPTH OF 3/4"WASHED GRAVELNOTES:1. ALLOW 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OFSTRAIGHT RUN OF PIPE TO ACHIEVE PROPER FLOW REGIME.2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TOSECURE FABRIC TO PIPE AND VALVE BOX.3. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.4. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF SENSOR ASSEMBLY.NOTE:1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE.ABCDEFGHIA.FINISH GRADE/TOP OF MULCHB.10" ROUND VALVE BOX WITH COVERC.6" PVC CL 200 PIPE (LENGTH AS REQUIRED)D.3" MINIMUM DEPTH OF 3/4" WASHED GRAVELE.BRICK (1 OF 2)F.RESILIENT WEDGE GATE VALVE W/ 2"SQUARE OPERATING NUT, CONFORMING TOAWWA C550G.PVC MAINLINEH.PVC SCH 40 MALE ADAPTER (1 OF 2)I.TRACING WIRENOTES:1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY.2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE(SIZED AS SHOWN).3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TOPIPE AND VALVE BOX.4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.5. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID.6. INSTALL SO THAT NO GRAVEL IS IN CONTACT WITH VALVE ASSEMBLY.ABCDEFGHIJKLA.TRACING WIREB.FINISH GRADE/TOP OF MULCHC.STANDARD RECTANGULAR VALVE BOX W/ EXTENSIOND.WIRE SPLICE, TYPICALE.DECODERF.SOLENOID VALVEG.TWO-WIRE CABLEH.PVC MAINLINEI.BRICK (1 OF 4)J.FILTER FABRICK.3" MINIMUM DEPTH OF 3/4" WASHED GRAVELL.PVC SCH 40 MALE ADAPTERLNOTE:1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITHNOMINAL TAP SIZE UNLESS OTHERWISE NOTED.2. THIS ASSEMBLY IS INTENDED TO BE USED FORWINTERIZATION OF BACKFLOW PREVENTION ASSEMBLYONLY.ABCDEFGHIJA.12" STANDARD VALVE BOX WITH COVERB.FINISH GRADE/TOP OF MULCHC.1/4" THREADED BRASS CAPD.1/2" REDUCING MALE ADAPTERE.1/2" COPPER PIPE (LENGTH AS REQUIRED)F.6" PVC CL 200 PIPE (LENGTH AS REQUIRED)G.3" MINIMUM DEPTH OF 3/4" WASHED GRAVELH.BRICK (1 OF 4)I.COPPER PIPE TO BACKFLOW PREVENTIONASSEMBLY (LENGTH AS REQUIRED)J.COPPER TEEK.COPPER MALE ADAPTER (1 OF 2)L.CURB STOP VALVE WITH COPPER SERVICE,THREAD BOTH ENDSM.COPPER PIPE TO EXISTING COPPER PIPEOUTSIDE EXISTING WATER METERKLM1WINTERIZATIONASSEMBLYN.T.S.2BACKFLOW ASSEMBLY(2.5" AND SMALLER)N.T.S.3MASTER VALVE ASSEMBLY(2.5" AND SMALLER)N.T.S.5FLOW SENSOR ASSEMBLY(2.5" AND SMALLER)N.T.S.6ISOLATION GATE VALVE ASSEMBLY(2.5" AND SMALLER)N.T.S.4BLOW OUT ASSEMBLYN.T.S.MFB
3575 Ringsby Ct, Ste 300ASTUDIO ARCHITECTUREDenver, CO 80216theSTUDIOarchitecture.com866.529.9130COPYRIGHTPLOT DATE:CSTUDIO Project No:Sheet Issue & Revision LogIt is the client's responsibility prior to or during construction to notify the architect inwriting of any perceived errors or omissions in the plans and specifications ofwhich a contractor thoroughly knowledgeable with the building codes and methodsof construction should reasonably be aware. Written instructions addressing suchperceived errors or omissions shall be received from the architect prior to the clientor client's subcontractors proceeding with the work. The client shall be responsiblefor any defects in construction if these procedures are not followed.NoDateDescriptionFOR REFERENCE ONLYDRAWN BY:REVIEWED BY:5/31/2022 1:15:23 PM
I-601SHEET NAMEIMPALA RENOVATIONS
21-017.00306 IMPALA DRIVE
FORT COLLINS, COSJBCBK02/22/23PIP3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com306 IRRIGATIONDETAILSABCDEFGHIJA.JUMBO VALVE BOX WITH EXTENSION ANDCOVER (HEIGHT AS REQUIRED)B.FINISH GRADE/TOP OF MULCHC.AIR VACUUM RELIEF VALVED.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)E.PVC SCH 40 BALL VALVE (SIZE 1")F.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)G.3" MINIMUM DEPTH OF 3/4" WASHED GRAVELH.BRICK (1 OF 4)I.PVC MAINLINE PIPEJ.TEE OR EL: SEE SPECIFICATIONS FORMATERIALSK.TRACING WIRENOTES:1. OPEN BALL VALVE IN ASSEMBLY 1/4 TURN UNTIL IRRIGATION SYSTEM IS FULLY CHARGED WITH WATER.2. CLOSE VALVE DURING WINTERIZATION AND OPEN 1/2 TURN AFTER WINTERIZATION OF SYSTEM TOPROTECT VALVE DURING FREEZING WEATHER.3. REPLACE PVC BALL VALVE WITH BRASS BALL VALVE IN THE EVENT AN AIR VACUUM RELIEF VALVE WITHMALE INLET IS USED.KABCDEFGHIA.FINISH GRADE/TOP OF MULCHB.QUICK-COUPLING VALVEC.10" ROUND VALVE BOX WITH COVERD.HARCO QUICK COUPLER ANCHORE.PVC SCH 80 TOE NIPPLE (LENGTH ASREQUIRED)F.BRICK (1 OF 2)G.PRE-FABRICATED UNITIZED SWING JOINT 1"MIPT INLET X SOC OUTLETH.TEE OR EL: SEE SPECIFICATIONS FORMATERIALSI.PVC MAINLINE PIPEJ.TRACING WIREK.FILTER FABRICNOTES:1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICKCOUPLING VALVE INLET SIZE.2. INSTALLATION HEIGHT OF QUICK COUPLER VALVE IN VALVE BOX MUST ALLOW PROPEROPERATION OF QUICK COUPLER KEY.3. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE IN ORDER TOABSORB DOWNWARD IMPACT.JK12" MINIMUMNOTE:1. INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT ONE OR BOTHENDS - NOT ALONG ITS LENGTH.ABCDA.FINISHED GRADE OFPAVED SURFACEB.SLEEVE FORLATERAL PIPEC.SLEEVE FORMAINLINE PIPED.SLEEVE FOR WIRINGFINISHED GRADEELEVATION VIEWPLAN VIEWNOTE:1. COPPER TRACING WIRE WILL START AT THE MASTER VALVE ANDWILL BE ROUTED WITH ALL MAINLINE PIPE.2. SPLICE TRACING WIRE IN IRRIGATION MAINLINE COMPONENT VALVEBOXES WHEN POSSIBLE, OTHERWISE, PLACE SPLICE IN SEPARATEVALVE BOX.ABCDEFGHA.10" ROUND VALVE BOXB.INSTALL TRACING WIRE TO THE TOP OF VALVE BOXC.WATER PROOF CONNECTION (SEE SPECIFICATIONS)D.PIPE SLEEVE SEE VALVE DETAILE.TAPE COPPER WIRE TO TOP OF PIPE EVERY 10 FT.F.CONTINUOUS LOOP COPPER TRACING WIRE (SEESPECIFICATIONS)G.PVC PIPEH.VALVE (TYPICAL)ANOTE:1. REFER TO IRRIGATION SPECIFICATIONS FOR COVERAGEDEPTH TO BURIED PIPE AND WIRE.ABCDEFGA.WARNING TAPEB.FINISH GRADEC.BACKFILLD.LATERAL/MANIFOLD PIPEE.TWO-WIRE CABLEF.MAINLINE PIPEG.TRACING WIREABCDEA.IRRIGATION CONTROLLER INDOOR WALL MOUNTB.2" PVC SCH 40 CONDUIT AND FITTINGSC.JUNCTION BOXD.WIRES TO REMOTE CONTROL VALVESE.1" PVC SCH 40 CONDUIT AND FITTINGS TO POWER SUPPLYWALL1TRENCHINGN.T.S.2TRACING WIREN.T.S.3SLEEVINGN.T.S.4QUICK COUPLING VALVEASSEMBLYN.T.S.5AIR\VACUUM RELIEFVALVE ASSEMBLYN.T.S.6CONTROLLERASSEMBLYN.T.S.QA
3575 Ringsby Ct, Ste 300ASTUDIO ARCHITECTUREDenver, CO 80216theSTUDIOarchitecture.com866.529.9130COPYRIGHTPLOT DATE:CSTUDIO Project No:Sheet Issue & Revision LogIt is the client's responsibility prior to or during construction to notify the architect inwriting of any perceived errors or omissions in the plans and specifications ofwhich a contractor thoroughly knowledgeable with the building codes and methodsof construction should reasonably be aware. Written instructions addressing suchperceived errors or omissions shall be received from the architect prior to the clientor client's subcontractors proceeding with the work. The client shall be responsiblefor any defects in construction if these procedures are not followed.NoDateDescriptionFOR REFERENCE ONLYDRAWN BY:REVIEWED BY:5/31/2022 1:15:23 PM
I-602SHEET NAMEIMPALA RENOVATIONS
21-017.00306 IMPALA DRIVE
FORT COLLINS, COSJBCBK02/22/23PIP3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com306 IRRIGATIONDETAILSNOTES:1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY.2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE(SIZED AS SHOWN).3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TOPIPE AND VALVE BOX.4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAMOF REMOTE CONTROL VALVE ASSEMBLY.5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OFBALL VALVE.7. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES.ABCDEFGIKLMNOPQRSTUVJHA.DECODERB.WIRE FROM DECODER TO VALVE SEESPECIFICATIONSC.PVC BALL VALVED.REMOTE CONTROL VALVEE.WIRE CONNECTOR FROM TWO-WIRECABLE TO DECODER (1 OF 2)F.CHRISTY ID TAGG.FINISH GRADEH.PVC SCH 80 CLOSE NIPPLEI.WIRE CONNECTOR FROM DECODER TOSOLENOID VALVE (1 OF 2)J.PVC SCH 40 MALE ADAPTERK.12" STANDARD VALVE BOX WITH COVERL.PVC LATERAL PIPEM.FILTER FABRICN.PVC SCH 80 TOE NIPPLE (LENGTH ASREQUIRED)O.PVC SCH 40 ELP.PVC SCH 40 PIPE (LENGTH AS REQUIRED)Q.BRICK (1 OF 4)R.PVC MAINLINES.TWO-WIRE CABLET.3" MINIMUM DEPTH OF 3/4" WASHEDGRAVELU.TEE OR EL: SEE SPECIFICATIONS FORMATERIALSV.PVC SCH 80 TOE NIPPLE (LENGTH ASREQUIRED, HIDDEN) AND PVC SCH 40 ELABCDEFVHUQKLMNOPQRSTIGWJA.PRESSURE REGULATING FILTERB.WIRE FROM DECODER TO VALVESEE SPECIFICATIONSC.DECODERD.WIRE CONNECTOR FROMTWO-WIRE CABLE TO DECODER (1OF 2)E.CHRISTY I.D. TAGF.JUMBO VALVE BOX WITH COVERG.PVC BALL VALVEH.FINISH GRADE/TOP OF MULCHI.PVC SCH 80 NIPPLEJ.3" MINIMUM DEPTH OF 34" WASHEDGRAVELK.REMOTE CONTROL VALVEL.PVC SCH 80 TOE NIPPLEM.PVC SCH 40 ELN.PVC SCH 40 PIPE (TYPICAL)(LENGTH AS REQUIRED)O.FILTER FABRICP.BRICK (1 OF 4)Q.MANIFOLD/DRIP LATERAL. SEENOTE 8.R.TWO-WIRE CABLES.TEE OR EL: SEE SPECIFICATIONSFOR MATERIALST.PVC SCH 80 TOE NIPPLE (LENGTHAS REQUIRED, HIDDEN) AND PVCSCH 40 ELU.BARE COPPER GROUNDING WIRETO GROUNDING PLATE/ROD SEESPECIFICATIONSV.WIRE CONNECTOR FROMDECODER GROUND WIRE TOBARE COPPER GROUNDING WIREW.GROUNDING PLATE/ROD (SEEDECODER GROUNDINGSCHEMATIC)NOTES:1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONSABOVE ASSEMBLY.2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THESOLENOID VALVE (SIZED AS SHOWN).3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TOSECURE FABRIC TO PIPE AND VALVE BOX.4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGSDOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY.5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID, AND PROPEROPERATION OF BALL VALVE.7. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES.8. IN CASES OF DIRECT DRIP LATERAL PIPE CONNECTION INSTALL SCH. 40 PVC BARBFITTING TO PRESSURE REGULATING BASKET. SECURE CONNECTION WITHSTAINLESS STEEL PINCH CLAMPS.9. SEE DECODER GROUNDING SCHEMATIC FOR ADDITIONAL DECODER GROUNDINGINFORMATION.+-WR2WIRELESS SENSORNOTES:1. MOUNT RAIN/FREEZE SENSOR IN SUITABLE LOCATION ON BUILDING EAVE OR WALL PER MANUFACTURER'SINSTRUCTIONS.2. CONNECT INTERFACE TO CONTROLLER PER MANUFACTURER'S GUIDELINES.3. CONFIRMATION NOTE: ENSURE WIRELESS COMMUNICATIONS OPERATE BETWEEN SENSOR AND INTERFACEUNIT PRIOR TO INSTALLATION. IF WIRELESS COMMUNICATIONS ARE NOT SUFFICIENT SUBSTITUTE WIRELESSSENSOR FOR A WIRED SENSOR (HUNTER MINI-CLIK). INCLUDE HUNTER STAINLESS STEEL ENCLOSURE SG-MCAND NECESSARY MOUNTING HARDWARE FOR WIRED SENSOR. INSTALL 1-INCH CONDUIT IF WIRED SENSOR ISREQUIRED.ABCDEA.EAVE OR WALLB.MOUNTING BRACKETC.RAIN/FREEZE SENSOR INTERFACED.RAIN/FREEZE SENSORE.IRRIGATION CONTROLLER ASSEMBLYBCDEA.FINISH GRADEB.POP-UP ROTOR SPRINKLERC.PRE-FABRICATED SWING JOINTMIPT INLET x MIPT OUTLETD.PVC LATERAL PIPEE.PVC SCH 40 TEE OR EL30°to 45°A6"CDEFA.FINISH GRADE/TOP OF MULCHB.POP-UP SPRAY SPRINKLERC.SWING PIPE, 12" LENGTHD.1/2" MALE NPT x BARB ELE.PVC SCH 40 TEE OR ELF.PVC LATERAL PIPEDBA6"A.B.C.D.1/2"E.NOTE: VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS".A.STRIP ENDS OF WIREB.SECURE WIRES INTO WIRE NUTC.INSERT WIRE NUT INTO GEL-FILLED TUBED.POSITION WIRES INTO CHANNELSE.CLOSE SPLICE KIT FOR SECURED SEAL1WIRESPLICEN.T.S.2RAIN SENSORASSEMBLYN.T.S.5REMOTE CONTROL VALVEASSEMBLYN.T.S.4POP-UP SPRAY SPRINKLERASSEMBLYN.T.S.3POP-UP ROTOR SPRINKLERASSEMBLYN.T.S.6DRIP REMOTE CONTROLVALVE ASSEMBLYN.T.S.R
3575 Ringsby Ct, Ste 300ASTUDIO ARCHITECTUREDenver, CO 80216theSTUDIOarchitecture.com866.529.9130COPYRIGHTPLOT DATE:CSTUDIO Project No:Sheet Issue & Revision LogIt is the client's responsibility prior to or during construction to notify the architect inwriting of any perceived errors or omissions in the plans and specifications ofwhich a contractor thoroughly knowledgeable with the building codes and methodsof construction should reasonably be aware. Written instructions addressing suchperceived errors or omissions shall be received from the architect prior to the clientor client's subcontractors proceeding with the work. The client shall be responsiblefor any defects in construction if these procedures are not followed.NoDateDescriptionFOR REFERENCE ONLYDRAWN BY:REVIEWED BY:5/31/2022 1:15:23 PM
I-603SHEET NAMEIMPALA RENOVATIONS
21-017.00306 IMPALA DRIVE
FORT COLLINS, COSJBCBK02/22/23PIP3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com306 IRRIGATIONDETAILSXXXXXXXXXXXXXXXXXXXXXXXXNOTES:1. EMITTERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO PERENNIALS AND ATTHE OUTSIDE PERIMETER OF THE PLANTING PIT OF ALL SHRUBS AND TREES.2. INSTALL FOUR 1 GPH EMITTERS PER DECIDUOUS TREE.3. INSTALL THREE 1 GPH EMITTER PER CONIFEROUS TREE.4. INSTALL TWO 1 GPH EMITTERS PER SHRUB.5. INSTALL ONE 1 GPH EMITTER PER PERENNIAL.ABCDEFA.DRIP LATERAL PIPEB.CONIFEROUS TREEC.DECIDUOUS TREED.EMITTERE.SHRUBF.PERENNIALNOTE:1. INSTALL FLUSH CAP ASSEMBLY AT THE END OF EACH DRIP LATERAL SEGMENT.ABCDEFA.FINISH GRADE/TOP OF MULCHB.6" ROUND VALVE BOX WITH COVERC.FLUSH CAP WITH HOSE THREAD CAPD.DRIP IRRIGATION LATERALE.3" MINIMUM DEPTH OF 3/4" WASHED GRAVELF.BRICK (1 OF 2)ABCDEFGHIJKLMNOA.6" ROUND VALVE BOX WITH COVERB.FINISH GRADE/TOP OF MULCHC.PVC SCH. 40 ELD.PVC BALL VALVEE.PVC SCH. 40 TRANSITION NIPPLE (MIPTxMHT)F.COMPRESSIONxFEMALE HOSE SWIVELADAPTERG.DRIP LATERAL PIPINGH.3" MINIMUM DEPTH OF 3/4" WASHED GRAVELI.BRICK (1 OF 2)J.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1OF 2)K.PVC SCH 40 ELL.PVC SCH 40 STREET EL (1 OF 2)M.PVC DRIP MANIFOLD PIPEN.PVC SCH 40 TEE OR ELO.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)1ZONE CONTROLVALVE ASSEMBLYN.T.S.2TYPICAL EMITTER PLACEMENTN.T.S.3FLUSH CAPASSEMBLYN.T.S.ROOT BALLABCDEFGHIA.WATER BASINB.STREAM BUBBLERC.FINISH GRADED.POP-UP SPRAY SPRINKLER W/ BUBBLERE.1/2" MALE NPT x 0.490" BARB ELF.SWING PIPE, 12" LENGTHG.1/2" MALE NPT x 0.49" BARB ELH.PVC LATERAL PIPEI.PVC SCH. 40 TEE OR ELAA.TWO-WIRE CABLEB.VALVE BOX (10" ROUND OR AS NECESSARY)C.REMOTE CONTROL VALVED.5/8" X 8' U.L. LISTED GROUND RODE.DECODERF.LINE SURGE PROTECTORG.BARE AWG #10 COPPER WIREH.S-6 SPLIT BOLTI.BARE COPPER CONNECTION ("CADWELD")J.REMOTE CONTROL VALVE ASSEMBLY500' MAX OR 5 DECODERSBETWEEN GROUND POINTSWHICHEVER IS FIRSTGROUND ALL DEAD ENDS25' AND LONGERSPHERE OFINFLUENCEWIRE PATHOUTSIDE SPHEREOF INFLUENCE(10' MIN.)GROUND TWO WIRE CABLENEAR CONTROLLER PERMANUFACTURER'S GUIDELINESNOTES:1. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS.2. MAKE ALL WIRE SPLICES IN VALVE BOXES.3. LEAVE A MINIMUM OF 5' EXTRA WIRE AT ALL SPLICE POINTS.4. TEST EARTH TO GROUND RESISTANCE AT ALL GROUND POINTS.5. EARTH TO GROUND RESISTANCE MUST MEET OR EXCEED MANUFACTURERREQUIREMENTS.6. INSTALL ALL GROUND ASSEMBLIES IN VALVE BOXES.7. INSTALL GROUNDING EQUIPMENT AS INDICATED ON THE IRRIGATIONDOCUMENTS AND AS RECOMMENDED BY THE MANUFACTURER.CDAJBEGHFIB4CONTROLLER GROUNDINGSCHEMATICN.T.S.5POP-UP BUBBLER ASSEMBLYN.T.S.
3575 Ringsby Ct, Ste 300ASTUDIO ARCHITECTUREDenver, CO 80216theSTUDIOarchitecture.com866.529.9130COPYRIGHTPLOT DATE:CSTUDIO Project No:Sheet Issue & Revision LogIt is the client's responsibility prior to or during construction to notify the architect inwriting of any perceived errors or omissions in the plans and specifications ofwhich a contractor thoroughly knowledgeable with the building codes and methodsof construction should reasonably be aware. Written instructions addressing suchperceived errors or omissions shall be received from the architect prior to the clientor client's subcontractors proceeding with the work. The client shall be responsiblefor any defects in construction if these procedures are not followed.NoDateDescriptionFOR REFERENCE ONLYDRAWN BY:REVIEWED BY:5/31/2022 1:15:23 PM
I-604SHEET NAMEIMPALA RENOVATIONS
21-017.00306 IMPALA DRIVE
FORT COLLINS, COSJBCBK02/22/23PIP3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com306 IRRIGATIONDETAILS1BOOSTER PUMPASSEMBLYEQUIPMENT LISTCONSTRUCTION NOTES1234121413151819912345656777889101011311121314151716161718192020
3575 Ringsby Ct, Ste 300ASTUDIO ARCHITECTUREDenver, CO 80216theSTUDIOarchitecture.com866.529.9130COPYRIGHTPLOT DATE:CSTUDIO Project No:Sheet Issue & Revision LogIt is the client's responsibility prior to or during construction to notify the architect inwriting of any perceived errors or omissions in the plans and specifications ofwhich a contractor thoroughly knowledgeable with the building codes and methodsof construction should reasonably be aware. Written instructions addressing suchperceived errors or omissions shall be received from the architect prior to the clientor client's subcontractors proceeding with the work. The client shall be responsiblefor any defects in construction if these procedures are not followed.NoDateDescriptionFOR REFERENCE ONLYDRAWN BY:REVIEWED BY:5/31/2022 1:15:23 PM
I-605SHEET NAMEIMPALA RENOVATIONS
21-017.00306 IMPALA DRIVE
FORT COLLINS, COSJBCBK02/22/23PIP3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com306 IRRIGATIONDETAILS1ANNUAL WATER USE ESTIMATE2HYDRAULIC ESTIMATIONUNDER DEVELOPMENTUNDER DEVELOPMENT