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m� E C a a N NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. 3. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 5OPSI, IT IS RECOMMENDED THAT STAINLESS STEEL CL P AM S BE INSTALLED ON EACH FITTING. NOTE: 1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. O PVC EXHAUST HEADER O PVC SCH 40 TEE OR EL (TYPICAL) OBARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL) OFLUSH POINT (TYPICAL) 4 SEE RAIN BIRD DETAIL "XFD FLUSH POINT" O PERIMETER OF AREA PERIMETER DRIPLINE PIPE TO BE © INSTALLED 2%4" FROM PERIMETER OF AREA O PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) INSET A O PVC SUPPLY MANIFOLD O CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)- SEE INSET A ON -SURFACE DRIPLINE: 10 RAIN BIRD XF SERIES DRIPLINE(TYPICAL) POTABLE: XFD DRIPLINE NON -POTABLE: XFDP DRIPLINE BARB X FEMALE FITTING: 11 RAIN BIRD XFD-TFA-075 FITTING 12 3/4" PVC NIPPLE, LENGTH AS NECESSARY 13 RAINBIRD TDS-050 TIE DOWN STAKE, STAGGER T APART ALONG DRIP LINE AND AT AND AT FITTINGS. (TYPICAL) XFD Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph) 0.6 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 1 417 1 285 1 528 1 420 1 720 488 60 1 460 1 290 1 596 1 455 1 780 1 514 XFD ON -SURFACE DRIPLINE - CENTER FEED LAYOUT 1O TOP OF MULCH LAYER FLUSH CAP FOR EASY FIT OCOMPRESSION FITTINGS: POTABLE:RAIN BIRD MDCFCAP NON -POTABLE: RAIN BIRD MDCFPCAP OEASY FIT COUPLING: RAIN BIRD MDCFCOUP OSUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB O RAIN BIRD XF BLANK TUBING FINISH GRADE 7O PVC EXHAUST HEADER ® PVC SCH 40 TEE OR EL OBARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL) ON -SURFACE DRIPLINE: ORAIN BIRD XF SERIES DRIPLINE 10 POTABLE: XFD DRIPLINE NON -POTABLE: XFDP DRIPLINE O3-INCH MINIMUM DEPTH OF 11 3/4" WASHED GRAVEL 12 BRICK (1 OF 2) XFD ON -SURFACE DRIPLINE FLUSH POINT CAP ENDS &STAKE THE STUB -UP RECORD MEASUREMENTS FROM TWO REFERENCE POINTS TO THE MARK INSTALLED STUB -UP BACK OF CURB _d TAPE END INNER PIPE OF SLEEVE STUB -UP SCHAO SOLVENT -WELD PVC (REQUIREMENTS VARY - CHECK LOCAL CODES FIRST) ROUGH IN SLEEVING DETAIL DRIP TUBING NOTES 1. INSTALL DRIP TUBING AT GRADE AND COVER WITH MULCH. TYPICAL SPACING FOR DRIP TUBING IS 12" TO 18" ON CENTER. SPACING TO BE DETERMINED BY PLANT LAYOUT. REFER TO LANDSCAPE PLAN. ANCHOR TUBING EVERY 10' WITH 12" LONG PLASTIC TUBING STAKES. INSTALL FLUSH VALVE ASSEMBLIES AT ALL TUBING "DEAD ENDS". INSTALL AIRIVACUUM RELIEF VALVES AT "HIGH POINTS" OF EVERY SECTION. 2. GRID LAYOUT SHALL BE USED ON THIS PROJECT. USE CENTER GRID LAYOUT WHERE POSSIBLE. 3. WHEN SLEEVING DRIPLINE, USE BLANK DRIPLINE IN SLEEVE. SLEEVE SHALL BE 2X DRIPLINE DIAMETER. NO EMITTER DRIPLINE SHALL BE PLACED IN SLEEVE. 4. THE LENGTH OF ANY DRIPLINE LATERAL SHALL NOT BE LONGER THAN: 12" EMITTERS Coil 0.9 GPH a) @ 15 PSI = 155 FEET b) @ 25 PSI = 169 FEET c) @ 35 PSI = 230 FEET d) @ 45 PSI = 255 FEET LATERAL DISTANCE DOUBLED WHEN CENTER FEED LAYOUT USED (SEE CENTER FEED LAYOUT DETAIL. 5. MANUAL FLUSH VALVE SHALL BE USED & PLACED WITH A 6" X 6" SUMP. VALVES SHALL BE OPENED EVERY WATERING DAY FOR 2 WEEKS AND THEN A MINIMUM OF 2 TIMES A YEAR TO CLEAR DRIPLINE OF DEBRIS. 6. AIR/VACUUM RELIEF SHALL BE INSTALLED WHEN THE CHANGE IN SLOPE OCCURS 3% OR GREATER. 7. STAPLES SHALL BE USED AT 5' O.C. AND 2 STAPLES 'X'ED OVER EACH OTHER WITH ANY CHANGE IN DIRECTION, ELBOWS, OR CROSSES. 8. SUPPLY, EXHAUST HEADERS AND DRIPLINE SHALL BE PLACED 2"- 4" FROM PLANTS AND PAVEMENT EDGES. 9. BLANK DRIPLINE SHALL BE USED FOR ALL SUPPLY AND EXHAUST HEADERS, UNLESS OTHERWISE NOTED ON PLANS. 10. PRIOR TO COVERING DRIPLINE, DRIPLINE CIRCUIT WILL BE PRESSURIZED AND TESTED FOR PROPER OPERATION. 11. DRIP LINE LATERALS SHALL BE LAID IN THE LONGEST RUN, WHETHER IT BE THE WIDTH OR LENGTH OF THE ZONE. O MULCH O FINISH GRADE O3 OPERATION INDICATOR RAIN BIRD MODEL: OPERIND 4 ON -SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFD SERIES NON -POTABLE: XFDP SERIES NOTE: 1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING. 2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM THE NOZZLE, SET THE ARC TO Y4 PATTERN. N-SURFACE DRIPLINE OPERATIONAL INDICATOR 10 2"-4" NOTES: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. SAVE YOUR HANDS. USE THE RAIN BIRD FITTINS-TOOL XF INSERTION TOOL FOR FITTING ASSEMBLY. ON -SURFACE DRIPLINE: ORAIN BIRD XF SERIES DRIPLINE POTABLE: XFD DRIPLINE NON -POTABLE: XFDP DRIPLINE O INLINE DRIP EMITTER OUTLET, SEE PLANS FOR DRIPLINE OUTLET SPACING. OBARB TEE 17x17xl7mm RAIN BIRD XFF-TEE OBARB COUPLING 17xl7mm RAIN BIRD XFF-COUP OBARB ELBOW 17xl7mm RAIN BIRD XFF-ELBOW BARB MALE ADAPTER 17mm X 1/2" MPT O RAIN BIRD XFF-MA-050 17mm X 3/4" MPT RAIN BIRD XFF-MA-075 O7 PVC TEE SxSxT ® PVC LATERAL SUPPLY HEADER OTIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL) 10 MULCH 11 FINISH GRADE 12 RAIN BIRD XF SERIES BLANK TUBING LENGTH AS REQUIRED XFD ON -SURFACE DRIPLINE RISER ASSEMBLY MAIN LINE AND 6" 6" 6" CONTROL WIRE 12" 6" 12,E PLY & MIN. MIN. - -i IN. IN. P.V.C. LATERAL DRIP ZONE WIRECONWITHIN EXHAUST DETAIL NOTES: HEADERS 1. ALL P.V.C. PIPING SHALL BE SNAKED IN TRENCHES. 2. ALL WIRING TO BE BUNDLED AND TAPED AT 20' INTERVALS. 3. ALL MAIN SUPPLY LINES TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 4. PROVIDE PIPE AND WIRE SLEEVES UNDER ALL PAVED SURFACES. WIRE SHALL BE WITHIN SEPARATE 2" ELECTRICAL CHASE. 5. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO THE INSTALLATION OF PVC PIPING 6. TIE A LOOSE 20' LOOP IN WIRING AT ALL CHANGES OF DIRECTION GREATER THAN 30° UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN COMPLETED 7. INSTALL #14-1 TRACKING WIRE NEXT TO MAINLINE TRENCHING DETAIL SPRINKLERS IN LOW-LYING AREAS SHALL HAVE CHECK VALVES INSTALLED 4" OFF CURB OR WALK /114t\PY1111\11ffll1 111\IIII11/i Ii/\II it 1l01011 M/In FINISH GRADE 6" PRS SPRAY HEAD SCH. 40 PVC STREET ELL SCH. 40 PVC FITTING ON LATERAL LINE PVC IPS FLEX PIPE 12" MIN. 6" POP-UP SPRAY HEAD DETAIL PLANT MATERIAL 0 FINISH GRADE 03 MICRO -SPRAY POP-UP: RAIN BIRD XERI-POP XP-120OX ® 1/2" POLYETHYLENE TUBING: RAIN BIRD XF SERIES TUBING OR RAIN BIRD XT-700 XERI-TUBE OR RAIN BIRD XBS BLACK STRIPE TUBING (� 1/4" SELF -PIERCING BARB CONNECTOR: RAIN BIRD SPB-025 © 1/4" DISTRIBUTION TUBING: RAIN BIRD XQ TUBING (LENGTH AS REQUIRED) BIRD XERI-POP CAN UTILIZE THE FOLLOWING =S: J SQUARE NOZZLES (FORMERLY XPCN) SERIES MPR NOZZLES (ALL 3URATIONS) SERIES PLASTIC BUBBLERS o SERIES MPR NOZZLES (8H, 8T AND 8Q) XERI-POP MICRO SPRAY NOTE EARTH GROUND TO BE A MINIMUM OF 8' AWAY FROM DUAL-S AND AT A RIGHT ANGLE TO THE TWO WIRE PATH NOTE: All ICD 100 DECODERS SHALL HAVE THE FOLLOWING ADDRESS AND CORRESPONDING COLOR ADDRESS 1 = Black ICD-100 DECODER TWO -WIRE DECODER CONTROL SYSTEM NOTES O ID WIRE PATH TWISTED TO NEXT DECODER ODBY (2) OTWO BLACK WIRES TO SOLENOID/UP TO 15OFT ® ICD-100 DECODER O DBRY-6 (3) © JACKETED ID WIRE PATH FROM CONTROLLER ALLOW 5 ft SLACK PER DECODER 1/2 ON EITHER SIDE OF DECODER O] TO EARTH GROUND INSTALLED PER ASIC GUIDELINES. 1 PER 8 DECODERS OR EVERY 500ft. 1. THE DECODERS MAY BE LABELED AND PROGRAMMED AT THE CONTROLLER PRIOR TO INSTALLATION. 2. DO NOT CREATE DUPLICATE STATION ADDRESSES FOR DECODERS. 3. THE TWO WIRE CABLE SHALL BE A SOLID -CORE, COLOR -CODED, TWISTED -PAIR CABLE. 4. GROUND ONE DECODER AT THE END OF THE WIRE PATH AND ONE DECODER GROUNDED EVERY 500, OR 8TH DECODER WHICHEVER IS SHORTER. 5. BOTH THE CONTROLLER AND DECODER ARE TO BE GROUNDED TO GROUND RODS OR PLATES WITH LESS THAN 10 OHMS RESISTANCE. 6. ALL TWO -WIRE SYSTEM COMPONENTS ARE TO BE INSTALLED PER THE HUNTER ACC DECODER SPECIFICATIONS. 7. ALL CONNECTIONS AND SPLICES IN THE TWO -WIRE PATH MUST BE MADE WITH DBRY-6 OR EQUAL WATERPROOF CONNECTORS. 8. ALL T-SPLICES MUST BE MADE IN VALVE BOXES WITH DBRY-6 OR EQUAL WATERPROOF CONNECTIONS. 9. FROM THE DECODER OUTPUTS TO INDIVIDUAL SOLENOIDS, USE STANDARD IRRIGATION WIRE SIZED FOR THE LENGTH OF THE RUN. 10. WIRING FROM THE DECODER TO THE SOLENOID SHOULD NOT EXCEED 150 FT. 11. WHEN DOUBLING SOLENOIDS ON A DECODER OUTPUT, WIRE THE SOLENOIDS IN PARALLEL RATHER THAN IN SERIES. GENERAL IRRIGATION NOTES 1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE). 2. ALL LATERAL AND SUB -MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER (CLASS 200 PVC PIPE). 3. NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN BACKFILLING OF TRENCH. 4. ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS. 5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID TEFLON. 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF SPRINKLER HEADS. 7. SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS. 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS SHOWN ON DETAILS. 9. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND FURNISHED BY THE CONTRACTOR. 10. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A VALVE CONTROL BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR CONNECTIONS. 11. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE REFERRED TO THE IRRIGATION CONSULTANT BY THE CONTRACTOR FOR CLARIFICATION BEFORE PRECEDING WITH THE WORK. 12, CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO BE WATERED. Le ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. 13. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER PLANTING, Le VERIFY ROOT BALL SIZE FOR PLANTING 14. CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN A VALVE BOX (WRAP AROUND 3/4" PIPE 12 TIMES. 15. SPRINKLERS IN LOW-LYING AREAS SHALL HAVE CHECK VALVES 16. ALL SPRINKLERS TO BE MOUNTED ON FLEX PIPE - REFER TO DETAILS. 17. INSTALL DRIP LINE TUBING AND NON -PRESSURE LATERAL LEAD LINE PIPING IN LANDSCAPE AREAS AND ADJACENT TO SELECTED PLANT MATERIAL AS SHOWN IN DETAILS. 18. CONTRACTOR SHALL UTILIZE VALVE I.D. TAGS ON ALL REMOTE CONTROL VALVES. 19. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION ON FAULT GROUND AND LIGHTNING PROTECTION. 20. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER HEAD AND VALVE SUPPLIED. 26. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING, ELECTRIC VALVES AND WIRING ARE TO BE INSTALLED IN LANDSCAPED AREAS AND REFERENCE THE LANDSCAPE PLAN PRIOR TO THE INSTALLATION OF PIPING TO AVOID CONTACT WITH PLANT MATERIALS EXISTING OR NEW. 27. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHEN NEEDED TO PROVIDE PROPER COVERAGE. 28. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM FOUNDATIONS, ALSO INSTALL SPRINKLERS 4" FROM CURBS OR WALKS. 29. PRIOR TO BID IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND BACKFLOW REQUIREMENTS NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS. CONTRACTOR SHALL NOTIFY CONSULTANT OF ANY CHANGES FROM PLANS OR SPECIFICATIONS. 30. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE ARCHITECT WITH A REPRODUCIBLE CROSS MEASURED AS -BUILT DRAWING OF THE INSTALLED IRRIGATION SYSTEM IN AUTOCAD 2010 FORMAT BEFORE FINAL ACCEPTANCE. 31. A 1-YEAR WARRANTY PERIOD SHALL BE PROVIDED FOR SYSTEM AFTER SUBSTANTIAL COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF SYSTEM IN SPRING TIME SHALL BE INCLUDED IN WARRANTY. 32. PRIOR TO BID, CONTRACTOR SHALL VERIFY THAT ALL MATERIAL, INSTALLATION PARAMETERS AND OPERATIONS CONFORM TO ALL APPLICABLE CODES AND ORDINANCES NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS. CONTRACTOR SHALL NOTIFY IRRIGATION CONSULTANT/DESIGNER OF ANY CHANGES REQUIRED DUE TO CURRENT CODE OR ORDINANCE DISCREPANCIES. IF CONTRACTOR DOES NOT COMPLY TO THIS NOTIFICATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY INSTALLATION CHANGE AND REDESIGN COSTS FOR NON-COMPLIANCE. 33. UNLESS OTHERWISE NOTED, THE CONTRACTOR MUST COMPLETE TWO PRESSURE TESTS OF THE IRRIGATION SYSTEM MAINLINE(BOTH TO SHOW NO DROP IN PRESSURE DURING DURATION OF THE TEST). A. 2-HOUR PRESSURE TEST AT 1.5 TIMES THE SYSTEM STATIC PRESSURE B. 24-HOUR PRESSURE TEST AT THE SYSTEM STATIC PRESSURE 34. IRRIGATION INSTALLATION CONTRACTOR SHALL PROVIDE THE OWNER WITH A COLOR -CODED ZONE DIAGRAM PLAN, 8-1/2"X1 1"LAMINATED SHEET(S) TO IDENTIFY CONTROLLER STATION TO THE CONTROL VALVE NUMBER FOR EACH CONTROLLER. CHART IS TO BE LOCATED IN AN ADHESIVE POUCH ATTACHED TO THE INSIDE OF CONTROLLER(S). 35. THE CONTROLLER(S) SHALL SCHEDULE PROGRAM "A" TO A REGULAR RUN-TIME SETTINGS FOR AFTER THE ESTABLISHMENT PERIOD OF THE PLANT MATERIAL. PROGRAM "B" SHALL BE USED DURING THE ESTABLISHMENT PERIOD AND TURNED OFF AFTER THE 30-60 DAYS OF PLANT INSTALLATION. 36. THE IRRIGATION CONTRACTOR WILL READ ALL SPECIFICATIONS AND REVIEW ALL DETAILS AND EXAMINE THESE PLANS CAREFULLY PRIOR TO BIDDING THIS PROJECT. FAILURE TO READ THIS INFORMATION IS NOT AN ACCEPTABLE REASON IF THE JOB IS UNDERBID. 37. THE PLAN MAY NOT INCLUDE ALL MATERIALS. THIS DOESN'T RELIEVE THE CONTRACTOR FROM BEING RESPONSIBLE TO PROVIDE A COMPLETE SYSTEM IN PERFECT WORKING ORDER. IRRIGATION SYSTEM PERFORMANCE NOTES 1. IRRIGATION SYSTEM IS DESIGNED TO OPERATE OFF AN EXISTING DEEP WELL PUMP SYSTEM PROVIDING A MINIMUM FLOW OF 40 GPM AND A MINIMUM PRESSURE OF 45 PSI. CONTRACTOR MUST CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION IF THE AVAILABLE FLOW AND PRESSURE DEVIATES MORE THEN 5% OR WILL AFFECT THE PERFORMANCE OF THE SYSTEM. MINIMUM PRESSURE REQUIREMENTS - 45 PSI AT THE POINT OF CONNECTION A. 30 PSI AT THE BASE OF THE POP-UP SPRAY HEADS 2. HEAD LAYOUT IS BASED ON BASE INFORMATION PROVIDED. HEADS SHALL BE ADJUSTED TO ACCOMMODATE FIELD VARIATIONS WHILE MAINTAINING 100% COVERAGE AND MINIMIZING OVER -SPRAY ONTO PAVED AREAS AND BUILDINGS. 3. Y" PIPE SHALL NOT BE USED FOR LATERAL PIPING 4. WITH A WELL AS A WATER SOURCE THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLES FROM THE WELL AT THE IRRIGATION CONTRACTORS EXPENSE, HE SHALL HAVE A CERTIFIED LAB ANALYZE THE WATER QUALITY. THE IRRIGATION CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT OR OWNER'S PROJECT MANAGER, ANY POTENTIAL ISSUES THAT MAY AFFECT THE HEALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO SIDEWALKS AND BUILDINGS. REPORTING SHALL OCCUR BEFORE THE SYSTEM IS IN OPERATION. FAILURE TO REPORT SHALL PLACE LIABILITY ON THE IRRIGATION CONTRACTOR. 1O FINISH GRADE/TOP OF MULCH 2O JUMBO VALVE BOX WITH PURPLE COVER: RAIN BIRD VBJMBPL 3O 30-INCH LINEAR LENGTH OF WIRE, COILED 4O WATERPROOF CONNECTION: RAIN BIRD DB SERIES O 1 1/2" PESB-R VALVE (INCLUDED IN XCZ-150-LCDR KIT) O 1 1/2" SCH 40 ADAPTER (MALE X FEMALE) INCLUDED IN XCZ-150-LCDR KIT O 1 1/2" FILTER - RAIN BIRD LARGE CAPACITY DISC FILTER (INCLUDED IN XCZ-150-LCDR KIT) Og 1 1/2" HIGH FLOW PRESSURE REGULATOR (INCLUDED IN XCZ-150-LCDR KIT) O LATERAL PIPE 10 PVC SCH 80 NIPPLE 1 1/2" 11 PVC SCH 40 ELBOW 12 PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC 40 ELBOW 13 PVC SCH 40 TEE OR ELBOW 14 MAINLINE PIPE 15 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL RAIN BIRD XCZ-150-LCDCR 1.5" COMMERCIAL CONTROL ZONE KIT IN JUMBO VALVE BOX 1O 30" LINEAR LENGTH OF WIRE, COILED O2 WATERPROOF CONNECTION RAIN BIRD SPLICE-1 (1 OF 2) OID TAG: RAIN BIRD VID SERIES OREMOTE CONTROL VALVE: RAIN BIRD PESB OVALVE BOX WITH COVER RAIN BIRD VB-STDP OFINISH GRADE/TOP OF MULCH OPVC SCH 80 NIPPLE (CLOSE) O8 PVC SCH 40 ELL Og PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL LINE 16 3" MINIMUM DEPTH OF WASHED GRAVEL ELECTRIC REMOTE CONTROL VALVE - PESB SERIES Z P a �2 U w01 Z aw>-cn-Ozcn Z Q C5 cN� 14 Lu QO o 2: 44z CD r; V r;O 2 O d a a o �Q ..........•: C zir J Ilgi Or 40 yj w01559 �y m :Q �1 n CC 1 0 2 z � a011 J In � M 00 W M CIO O Ce PQT 0 C, Z o 0 v- LU W 0 z M 2 M Q M LLLLJ..II U S H E E T 12 N 0