HomeMy WebLinkAboutENCLAVE AT REDWOOD - FDP220014 - SUBMITTAL DOCUMENTS - ROUND 2 - LANDSCAPE PLAN (2)DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-100 Printed On: 2/1/2023 9:18 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-100GENERAL NOTESGENERAL DESCRIPTIONFLAG NOTES12345678910LEGENDA-151"12MFQANOZZLE NUMBERARC - QUARTER (Q), HALF (H), FULL (F)30HB.5RES.25UNDER DEVELOPMENTIRRIGATION NOTES
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WETLAND BOUNDARYPROPERTY BOUNDARYCONIFER STREETEXISTING STORM MAINPEDESTRIAN ANDBIKE TRAILCONNECTIONSUNIGA ROAD (4-LANE ARTERIAL)ONLY
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WETLAND BOUNDARYPROPERTY BOUNDARYCONIFER STREETEXISTING STORM MAINPEDESTRIAN ANDBIKE TRAILCONNECTIONPOINT-OF-CONNECTION *SIZE: 3-INCH *FLOW (MAXIMUM): 180 GPM *MIN
IMUM PRESSURE REQU
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: TBD3"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"3"3"4"4"4"4"4"3"3"4"4"4"3"3"3"4"4"4"4"4"4"3"4"3"4"4"4"4"4"4"4"4"4"4"3"QQQQQQQMFB910104"4"I-212I-211I-210I-209I-208I-207I-206I-205I-204I-203I-202I-201DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-200 Printed On: 2/1/2023 9:19 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-200IRRIGATIONOVERALL PLANSCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'150'75'300'450'1" = 150'
PEDESTRIAN ANDBIKE TRAILCONNECTIONPEDESTRIAN ANDBIKE TRAILCONNECTIONDRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-201 Printed On: 2/1/2023 9:19 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-201IRRIGATION PLANMATCHLINE SEE SHEET I-202SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
3"4"4"4"4"4"4"3"3"3"3"4"QQ9DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-202 Printed On: 2/1/2023 9:20 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-202IRRIGATION PLANMATCHLINE SEE SHEET I-201
MATCHLINE SEE SHEET I-203MATCHLINE SEE SHEET I-206SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
4"4"4"4"4"4"4"4"3"4"4"4"3"DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-203 Printed On: 2/1/2023 9:20 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-203IRRIGATION PLANMATCHLINE SEE SHEET I-202
MATCHLINE SEE SHEET I-204MATCHLINE SEE SHEET I-207SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
PROPERTY BOUNDARYPROPERTY BOUNDARY4"4"4"4"4"4"3"4"QDRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-204 Printed On: 2/1/2023 9:21 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-204IRRIGATION PLANMATCHLINE SEE SHEET I-203MATCHLINE SEE SHEET I-207MATCHLINE SEE SHEET I-205SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS4"4"4"4"4"4"4"4"4"4"DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-205 Printed On: 2/1/2023 9:21 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-205IRRIGATION PLANMATCHLINE SEE SHEET I-207MATCHLINE SEE SHEET I-208MATCHLINE SEE SHEET I-206MATCHLINE SEE SHEET I-202SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
4"3"4"4"4"3"4"4"4"QDRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-206 Printed On: 2/1/2023 9:22 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-206IRRIGATION PLANMATCHLINE SEE SHEET I-204MATCHLINE SEE SHEET I-203MATCHLINE SEE SHEET I-205MATCHLINE SEE SHEET I-207SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSPOINT-OF-CONNECTION *SIZE: 3-INCH *FLOW (MAXIMUM): 180 GPM *MINIMUM PRESSURE REQUIRED: TBD*AVAILABLE PRESSURE: TBD4"4"4"4"4"4"4"3"QMFBDRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-207 Printed On: 2/1/2023 9:23 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-207IRRIGATION PLANMATCHLINE SEE SHEET I-205MATCHLINE SEE SHEET I-208MATCHLINE SEE SHEET I-209MATCHLINE SEE SHEET I-211SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
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4"4"4"4"4"DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-208 Printed On: 2/1/2023 9:23 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-208IRRIGATION PLANMATCHLINE SEE SHEET I-210MATCHLINE SEE SHEET I-207 MATCHLINE SEE SHEET I-205MATCHLINE SEE SHEET I-206SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
SUNIGA ROAD (4-LANE ARTERIAL)DSDSDSDSDSDSDSDSDSDSSUNIGA ROAD (4-LANE ARTERIAL)DSDSDSDSDSDSDSDSDSDS4"4"4"Q104"DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-209 Printed On: 2/1/2023 9:24 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-209IRRIGATION PLANMATCHLINE SEE SHEET I-207MATCHLINE SEE SHEET I-210MATCHLINE SEE SHEET I-211SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
4"DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-210 Printed On: 2/1/2023 9:24 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-210IRRIGATION PLANMATCHLINE SEE SHEET I-209
MATCHLINE SEE SHEET I-208MATCHLINE SEE SHEET I-207SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
4"4"Q104"DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-211 Printed On: 2/1/2023 9:25 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-211IRRIGATION PLANMATCHLINE SEE SHEET I-209MATCHLINE SEE SHEET I-212SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-212 Printed On: 2/1/2023 9:26 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-212IRRIGATION PLANMATCHLINE SEE SHEET I-211SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.0'20'10'40'60'1" = 20'
DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-300 Printed On: 2/1/2023 9:26 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-300FLOWABCDEFGHIJKA.BACKFLOW PREVENTER ENCLOSURE (SIZEAS NEEDED)B.FLANGED MOUNTED REDUCED PRESSUREPRINCIPLE BACKFLOW PREVENTOR WITHOPTIONAL VALVE SETTER (MJ X FL)C.FLANGED STEEL PIPE SECTION (LENGTH ASREQUIRED,1 OF 2)D.WRAP PIPE AT PENETRATION WITH 1/4" FELTOR SLEEVE WITH CLASS 200 PVCE.4" THICK 3000 PSI CONCRETE BASEF.FINISH GRADE/TOP OF MULCHG.COMPACTED SUBGRADEH.MECHANICAL JOINT FITTING WITHTRANSITION GASKET AND MEGA-LUGSI.PVC PIPEJ.VALVE SETTER (MJ X FL, SUPPLIED WITHBACKFLOW DEVICE)K.COATED DUCTILE IRON PIPE FROM P.O.C.NOTES:1. EXTEND CONCRETE BASE MINIMUM 6" BEYOND ENCLOSURE.2. FURNISH NOMINAL SIZE PIPE AND FITTINGS TO NOMINAL SIZE OF BACKFLOW PREVENTER.3. INSTALLATION OF BACKFLOW PREVENTER SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE CODES.4. SUBMIT SHOP DRAWINGS SPECIFYING ENCLOSURE SIZE AND SHOWING RELATIVE LAYOUT OF EQUIPMENT.NOTE:1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINALTAP SIZE UNLESS OTHERWISE NOTED.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 SLICE, 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.ABCDEFGA.WARNING TAPEB.FINISH GRADEC.BACKFILLD.LATERAL/MANIFOLD PIPEE.TWO-WIRE CABLEF.MAINLINE PIPEG.TRACING WIREREFER TOSPECIFICATIONSREFER TOSPECIFICATIONSNOTE:1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZEUNLESS OTHERWISE NOTED.2. THIS ASSEMBLY IS INTENDED TO BE USED FOR WINTERIZATION OF BACKFLOWPREVENTION ASSEMBLY ONLY.ABCDEFGHIJKLMA.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 METERFLOWABCDEFGHIJKLMNA.VALVE BOX WITH COVER ( SIZE TO ALLOW FOR AMINIMUM OF 6" OF SPACE ON ALL SIDES )B.FINISH GRADEC.WIRE SPLICED.SOLENOID WIRESE.DECODERF.TRACING WIREG.MASTER VALVEH.FL X MJ DUCTILE IRON W/ RESTRAINTS (1 OF 2)I.FILTER FABRICJ.PVC MAINLINEK.TWO-WIRE CABLEL.3" MINIMUM DEPTH OF 3/4" WASHED GRAVELM.BRICK (1 OF 4)N.CONCRETE SUPPORT BLOCKNOTES:1. INSTALL DECODER PER MANUFACTURER'S GUIDELINES.2. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE A MINIMUM CLEARANCE OF 6" ABOVE ASSEMBLY.3. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE MASTER VALVE.4. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX.5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.6. POSITION VALVE BOX OVER MASTER VALVE TO ALLOW ACCESS TO SOLENOID.7. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY.1WINTERIZATIONASSEMBLYN.T.S.2BACKFLOW ASSEMBLY(3" AND LARGER)N.T.S.3MASTER VALVE ASSEMBLY(3" AND LARGER)N.T.S.4FLOW SENSOR ASSEMBLY(3" AND LARGER)N.T.S.5BLOW OUT ASSEMBLYN.T.S.6TRENCHINGN.T.S.MFB
DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-301 Printed On: 2/1/2023 9:26 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-301INSTALLATION CHARTDISTANCE CHARTREFER TO THE FOLLOWING TABLE WHICH LISTS THE NUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT INREFERENCE TO THE SIZE OF PIPE WHICH IS BEING RESTRAINED.AS AN EXAMPLE, IF YOU HAVE A 3" PIPE, YOU WILL NEED 2 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN THEM WITH ATORQUE WRENCH TO 20 FT-LBS.REFER TO THE FOLLOWING TABLE THAT LISTS THE LENGTH (IN FEET) FOR EACH SIZE/TYPE FITTING WITHIN WHICHALL JOINTS JUST BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PERMANUFACTURERS RECOMMENDATIONS & SPECIFICATIONS.AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL CHANGE OF 90°, REFER TO CHARTUNDER PIPE SIZE TO 3" AND UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 11'. IF THERE IS ANY JOINT (VALVE,BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN 11' OF THE 90° MAINLINE DIRECTIONAL CHANGE.REDUCERBENDVALVE TO PIPE RESTRAINTLEEMCO LG RESTRAINTSERIESLEEMCO LB RESTRAINT SERIESPIPE TO PIPE RESTRAINTCAP OR DEAD ENDREDUCINGTEETEEISOLATION VALVENOTES:1.THE RESTRAINT SCHEMES HERE ARE FOR SYSTEM PRESSURES UP TO 125 PSI. FOR HIGHER PRESSURES, CALLTHE LEEMCO FACTORY.2.EACH FITTING AND VALVE BELL MUST BE RESTRAINED TO THE LENGTH OF PIPE NOTED IN THE TABLE USINGFITTING TO PIPE RESTRAINT, VALVE TO PIPE RESTRAINT, AND PIPE TO PIPE RESTRAINT AS REQUIRED.3.PIPE JOINTS WITHIN THE RESTRAINED LENGTH REQUIREMENT MUST BE RESTRAINED WITH PIPE TO PIPERESTRAINTS.4.SERVICE TEES AND COUPLINGS WITHIN THE RESTRAINED LENGTH REQUIREMENT MUST BE RESTRAINED WITHFITTING TO PIPE RESTRAINTS.SLEEVE SIZING SCHEDULE12" MINIMUMNOTE:1. INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT ONE OR BOTHENDS - NOT ALONG ITS LENGTH.ABCDA.FINISHED GRADE OF PAVED SURFACEB.SLEEVE FOR LATERAL PIPEC.SLEEVE FOR MAINLINE PIPED.SLEEVE FOR WIRINGFINISHED GRADEELEVATION VIEWPLAN VIEWNOTES: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 (SEE SPECIFICATIONS)G.PVC PIPEH.VALVE (TYPICAL)ABCDEFGHA.IRRIGATION CONTROLLER ASSEMBLYB.RAIN SENSOR (HUNTER MINI CLIK) WITH VITSTRONG BOX VANDAL GUARDC.FINISH GRADED.STRONG BOX QUICK PAD FILLED WITHGRAVELE.COMPACTED SUBGRADEF.3" SCH 40 ELECTRICAL CONDUIT AND SWEEPEL FOR TWO WIRE CABLEG.1" SCH 40 ELECTRICAL CONDUIT AND SWEEPEL FOR ELECTRICAL GROUNDINGH.1" SCH 40 ELECTRICAL CONDUIT AND SWEEPEL FOR ELECTRICAL SERVICE1JOINT RESTRAINTDIAGRAMN.T.S.2SLEEVINGN.T.S.3TRACING WIREN.T.S.4CONTROLLERASSEMBLYN.T.S.A
DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-302 Printed On: 2/1/2023 9:26 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-302ABCDEFGHIJA.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.KAA.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.CDAJBEGHFIBNOTE: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.THREADED BRONZE GATE VALVE WITH SOLIDWEDGE, NON-RISING STEMG.PVC MAINLINEH.PVC SCH 40 MALE ADAPTER (1 OF 2)I.TRACING WIRE+-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 ASSEMBLY1.2.3.4.1/2"5.NOTE:1. VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS".1. STRIP ENDS OF WIRE2. SECURE WIRES INTO WIRE NUT3. INSERT WIRE NUT INTO GEL-FILLED TUBE4. POSITION WIRES INTO CHANNELS5. CLOSE SPLICE KIT FOR SECURED SEAL1TWO WIRE GROUNDINGSCHEMATICN.T.S.2RAIN SENSORASSEMBLYN.T.S.3WIRESPLICEN.T.S.4ISOLATION GATE VALVE ASSEMBLY(3" AND LARGER)N.T.S.5ISOLATION GATE VALVE ASSEMBLY(2.5" AND SMALLER)N.T.S.6AIR\VACUUM RELIEFVALVE ASSEMBLYN.T.S.R
DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-303 Printed On: 2/1/2023 9:26 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-303NOTES: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 SEE SPECIFICATIONSC.PVC BALL VALVED.REMOTE CONTROL VALVEE.WIRE CONNECTOR FROM TWO-WIRE CABLE TODECODER (1 OF 2)F.CHRISTY ID TAGG.FINISH GRADEH.PVC SCH 80 CLOSE NIPPLEI.WIRE CONNECTOR FROM DECODER TO SOLENOIDVALVE (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 AS REQUIRED)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" WASHED GRAVELU.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALSV.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED,HIDDEN) AND PVC SCH 40 ELROOT 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 ELABCDEFHQKLMNOPQRSTIGJA.PRESSURE REGULATING FILTERB.WIRE FROM DECODER TO VALVE SEESPECIFICATIONSC.DECODERD.WIRE CONNECTOR FROM TWO-WIRE CABLETO DECODER (1 OF 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 3/4" WASHED GRAVELK.REMOTE CONTROL VALVEL.PVC SCH 80 TOE NIPPLEM.PVC SCH 40 ELN.PVC SCH 40 PIPE (TYPICAL) (LENGTH ASREQUIRED)O.FILTER FABRICP.BRICK (1 OF 4)Q.MANIFOLD/DRIP LATERAL. SEE NOTE 8.R.TWO-WIRE CABLES.TEE OR EL: SEE SPECIFICATIONS FORMATERIALST.PVC SCH 80 TOE NIPPLE (LENGTH ASREQUIRED, HIDDEN) AND PVC SCH 40 ELNOTES: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 FABRICTO PIPE 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.8. IN CASES OF DIRECT DRIP LATERAL PIPE CONNECTION INSTALL SCH. 40 PVC BARB FITTING TOPRESSURE REGULATING BASKET. SECURE CONNECTION WITH STAINLESS STEEL PINCH CLAMPS.9. SEE DECODER GROUNDING SCHEMATIC FOR ADDITIONAL DECODER GROUNDING INFORMATION.ABCDEFGHIA.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 WIRENOTES: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 ASSURE PROPEROPERATION OF QUICK COUPLER KEY.3. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE IN ORDER TOABSORB DOWNWARD IMPACT.JSEE NOTE #1NOTE:1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE TO ABSORBDOWNWARD IMPACT.ABCDEA.FINISH GRADEB.POP-UP ROTOR SPRINKLERC.PRE-FABRICATED PVC SWING JOINTMIPT INLET x MIPT OUTLETD.PVC LATERAL PIPEE.PVC SCH 40 TEE OR ELABCDEFA.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 PIPED1QUICK COUPLING VALVEASSEMBLYN.T.S.2REMOTE CONTROL VALVEASSEMBLYN.T.S.3POP-UP SPRAY SPRINKLERASSEMBLYN.T.S.4POP-UP ROTOR SPRINKLERASSEMBLYN.T.S.5POP-UP BUBBLER ASSEMBLYN.T.S.6DRIP REMOTE CONTROLVALVE ASSEMBLYN.T.S.Q
DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-304 Printed On: 2/1/2023 9:26 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-304ABCDEFGHIJKLMNOA.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 HOSESWIVEL ADAPTERG.DRIP LATERAL PIPINGH.3" MINIMUM DEPTH OF 3/4" WASHEDGRAVELI.BRICK (1 OF 2)J.PVC SCH 80 NIPPLE (LENGTH ASREQUIRED, 1 OF 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 ASREQUIRED)XXXXXXXXXXXXXXXXXXXXXXXXNOTES: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 EMITTER 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 EACHDRIP 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)1ZONE CONTROLVALVE ASSEMBLYN.T.S.2TYPICAL DRIP LAYOUTN.T.S.3FLUSH CAPASSEMBLYN.T.S.
DRAWING NUMBER:ISSUEDPROJECT No.:DRAWN BY:REVIEWED BY:SEAL:PREPARED BY:No.DESCRIPTIONDATEREVISIONSNo.DESCRIPTIONDATEPlotted By: Spencer Bernard Layout: I-305 Printed On: 2/1/2023 9:26 AM File Name: P-ENCLAVE@RDWD.dwg
ORIGINAL SIZE 24X36ENTITLEMENTDRAWINGSNOT FORCONSTRUCTION ENGINEERLAND PLANNER / LANDSCAPE ARCHITECTAPPLICANT419 Canyon Ave. Suite 200 Fort Collins, CO 80521phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.comARCHITECTENCLAVE ATREDWOODFDP SUBMITTAL3944 JFK Parkway, Unit 12CFort Collins, CO 80525-3089970.229.9668www.aquaengineering.com1FDP2.01.23SJBCBKR20-059I-3051ANNUAL WATER USE ESTIMATE2HYDRAULIC ESTIMATIONUNDER DEVELOPMENTUNDER DEVELOPMENT