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Home My WebLink AboutR_6084_SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LANDSCAPE RESTORATION PLAN NEWPORT FORCE MAIN REHABILITATION WCH AND NEWPORT BLVD. MA Y 1 8 , 2 0 1 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LANDSCAPE RESTORATION PLAN NEWPORT FORCE MAIN REHABILITATION WCH AND NEWPORT BLVD. MA Y 1 8 , 2 0 1 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LANDSCAPE RESTORATION PLAN NEWPORT FORCE MAIN REHABILITATION WCH AND NEWPORT BLVD. MA Y 1 8 , 2 0 1 6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LANDSCAPE RESTORATION PLAN NEWPORT FORCE MAIN REHABILITATION WCH AND NEWPORT BLVD. MA Y 1 8 , 2 0 1 6 LANDSCAPE IRRIGATION PLAN 5#04#/10%#.+(140+# +44+)#6+10%1057.6#065 691%419%#0;10%174657+6' 'Ä/#+.,#0'6"$411-9#6'4%1/ 6'.(#:CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LANDSCAPE RESTORATION PLAN NEWPORT FORCE MAIN REHABILITATION WCH AND NEWPORT BLVD. MA Y 1 8 , 2 0 1 6 ´ ¶ ¶ ¶ ´ ´ ´ ´ NOTE: FOR REFERENCE ONLY, CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION: ✓t · i 1. EXISTING MEDIAN HAS (4) EXISTING 1-1/4" REMOTE CONTROL VALVES SERVICING {4) EXISTING SEPARATE IRRIGATION SYSTEMS. •2. CONNECT PROPOSED SYSTEMS AS SHOWN ON , PLANS TO EXISTING CONTROL WIRES SERVICING EXISTING REMOTE CONTROL VALVES IN MEDIAN. 3. VALVES D1-39 & D1-40 TO BE CONNECTED TO SAME CONTROLLER STATION AND CONTROL WIRES FOR SIMULTANEOUS OPERATION. REFER TO CALTRANS IRRIGATION PLAN HP-20, SHEET 99 OF 157, DATED d9 FOR ADDITIONAL INFORMATION. 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VERIFY U. I QI I J ill ii I Ill CONNECT MAINLINE TO EXISTING :~: : h\ MAINLINE AT APPROXIMATE ~-~ I MAINLINE STUB-OUT. INSTALL WITH \I, LOCATION IN F~ELD PRIOR TO ----~~-- ---~~--- --~~-----~~----~~-- --------,------------- ----E-----E-- - --E-----E-----E-l __ -E------£---~t-----E--------E LOCATION SHOWN. REFER TO ss ss ss ss ss ss ss ' ss ss ss ss ss ss s~L ---tss E ss ' ss :,= ss LINE SIZE BALL VALVE IN GREEN -. ---=,s~---~7';-,1,-°'ss~~~:::Csccs=:=-==c:=:.,ccs=c=:c= CALTRANS AS-BUILT PLANS DATED ----,-----,------£-----£-----£-----,-----1'-£-----,-----£--, , , , : , --PL_!IITIC 14"X17" VALVE BOX. m ---T-- --T-- - --T--- --T-- --tT-----T-- - --T-.::.I .-T-----T---• 1-89 FOR ADDITIONAL INFORMATION. ___ ' -___ ' -----------T-----1-----T-----T---~1 --I -T----T-----T-----T-----T-----T-----T-----T-----T-----T-----T-----T-----T----~cc:.:::---T-----T-----T-----T-i\:---T-----T------T-- CONTRACTOR TO VERIFY LOCATION -T T T T i .,____ ',I\ PRIOR TO START OF WORK. --....~ ~: ss -ss-- ---ss-----ss--- --ss-----ss-----ss-----ss-----ss-----ss ss-----ss----...... 111 SS-___ -SS-----SS-----SS-----SS-----SS-----SS-- ---SS-----SS-----SS-----SS-----SS-----SS--------_ SS -...... 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I, 570Z-12P-PRX-COM-0-T-8-H,Q e 570Z-12P-PRX-COM-0-T-10-H l""I 570Z-12P-PRX-COM-O-T-12-H ~ @ 570Z-12P-PRX-COM-MP1000 H,Q I I NETAFIM ■ 1404 S DW-PRV.BV SERIES ♦ 33DNP IMII 755T SERIES NOT SHOYIN DS-100 NOT SHOYIN DS-300 KBI ' C-1 ,1.6 1" 115L 130 ----------------- 811 Knowwhat's below. Gall before you dig. FLOW RATE MAX. MAX. DESCRIPTION PSI (GPM) RADIUS SPACING TORO PRECISION NOZZLE ON TORO 12" POP-UP HEAD TORO PRECISION NOZZLE ON TORO 12" POP-UP HEAD TORO PRECISION NOZZLE ON TORO 12" POP-UP HEAD HUNTER MP1000 ROTATOR NOZZLE ON TORO 12" POP-UP HEAD 50 50 50 30 0.17,0.33 0.28,0.53 0.39,0. 75 0.35,0.18 8' -- 10' -- 12' -- 15' -- MODEL TLCV6-18XX TECHLINE CV SUBSURFACE DRIP LINE. (18" EMITTER SPACING, 0.6 GPH PER EMITTER, 12" ROW SPACING) 14.5 TO 58 PSI OPERATING RANGE. USE ONLY NETAFIM FITTINGS. PROVIDE 2" MINIMUM MULCH COVERING. INSTALL W/ CENTER MANIFOLD FEED PER DETAIL 10 RAIN BIRD FLOOD BUBBLER 20-90 1.0 INSTALL TWO BUBBLERS PER EACH SYMBOL - 2 GPM/SYMBOL GRISWOLD REMOTE CONTROL VALVE WITH PRESSURE REGULATION AND BRASS BALL VALVE. INSTALL WITHIN CARSON 1419-12 SPEC GRADE PLASTIC GREEN VALVE BOX. RAIN BIRD QUICK COUPLING VALVE. INSTALL WITHIN CARSON 0910-12 SPEC GRADE PLASTIC GREEN VALVE BOX. MATCO FULL PORT BALL VALVE (LINE SIZE). INSTALL WITHIN CARSON 0910-12 SPEC GRADE PLASTIC GREEN VALVE BOX. DS-100 ORI-SPLICE WIRE CONNECTORS. INSTALL PER MANUFACTURE'S SPECIFICATION DS-300 ORI-SPLICE SEALANT FOR DS-100. INSTALL PER MANUFACTURE'S SPECIFICATION MODEL WLT-0500-2 1/2" BALL VALVE FOR FLUSHING, INSTALL IN VALVE BOX PER DETAIL CONTROLLER AND STATION NUMBER APPLICATION RATE (INCHES) OPERA TING PRESSURE (PSI) APPROXIMATE GALLONS PER MINUTE REMOTE CONTROL VALVE SIZE MAIN LINE: 2" AND LARGER: 1120-CLASS 315 PVC PLASTIC PIPE. 1 1 /2" AND SMALLER: 1120-SCHEDULE 40 PVC PLASTIC PIPE. USE SCHEDULE 80 AND SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 18" COVER. LATERAL LINE: 1120-SCHEDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. SLEEVE (SL): 1120-SCHEDULE 40 PVC PLASTIC PIPE. 24" COVER. DETAIL REF. L4001A/1 L4001A/1 L4001A/1 L4001A/1 L4001A/9,10,11 L4001A/2 L4001 A/3,4,6 L4001A/4,7 L4001A/4,6 L4001A/12 L4001B/5 L4001B/5 L4001B/5 BROOKWATER IRRIGATION NOTES 1. THE CONTRACTOR SHALL REVIEW RELATED DRAWINGS AND SHALL ENSURE COORDINATION WITH ALL APPLICABLE TRADES PRIOR TO SUBMITTING BID. 2. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES RELATING TO THEIR WORK. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. PARALLEL PIPES MAY BE INSTALLED IN COMMON TRENCH. PIPES ARE NOT TO BE INSTALLED DIRECTLY ABOVE ONE ANOTHER. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. COORDINATE WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO THE EXCAVATION OF TRENCHES. CONTRACTOR IS TO REPAIR ANY DAMAGE CAUSED BY THEIR WORK AT NO ADDITIONAL COST TO THE OWNER. 6. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL WORK AND PLAN WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. 7. IRRIGATION CONTROL WIRE SHALL BE #14, U.L. APPROVED FOR DIRECT BURIAL. COMMON WIRE SHALL BE #12 U.L. APPROVED AND SHALL BE WHITE IN COLOR. WIRING TO INDIVIDUAL REMOTE CONTROL VALVES SHALL BE COLOR OTHER THAN WHITE. 8. REMOTE CONTROL VALVES SHALL BE WIRED TO CONTROLLER IN SEQUENCE AS SHOWN ON PLANS. RUN WIRE FROM EACH RCV TO THE CONTROLLER. SPLICING WIRES TOGETHER OUTSIDE OF VALVE BOXES WILL NOT BE PERMITTED. 9. SPLICING OF 24-VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 36 COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING PERMITTED INSIDE SLEEVES. 10. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS WHERE POSSIBLE. 11. INSTALL VALVE BOXES MINIMUM 12 FROM AND PERPENDICULAR TO WALK, CURB, LAWN, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE MINIMUM 12 APART. SHORT SIDE OF VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, LAWN, ETC. 12. LOCATE QUICK COUPLING VALVE 12 FROM HARDSCAPE AREA. 13. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGN A TED ON THE PLANS. PREPARED BY: NUVIS LANDSCAPE ARQIITEfflllE AIID PL A II I I N a 1151 AltwAY .I.VENUE, SUITE l-1 com. MESA, CAllFORNIA U.S. A. 92 &26-UlO -----W--- --W---------., ...__ .__ :: --.. .___ Ss..-... o--. -.._ -......14 -...... 1 -w-:::o-------'--,;:-_, 20 ---w----. -----~' ----.,_ -------w=:: ---c-.... .....__ -.... -...... .....__ ------..._,,,_ .... ... ---------------" -... --------------------1,,---.,... ...._ ..._ ---w----, .....__ ---w.___ ---C...._ -...... -.._ v-....__"'-.::: .....__ ---.._, .., ------::---, 'ss-...... -----:::::-, ---------w---.... ------1r, 'c ------------/~ ........ ----------... --' -...._ -......-...... 14. INSTALL VALVE BOXES MINIMUM 12 FROM AND PERPENDICULAR TO WALK, CURB, LAWN, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH B 15. IN LOCATIONS WHERE LOW HEAD DRAINAGE WILL CAUSE EROSION AND EXCESS WATER, INSTALL KING BROS. CV SERIES CHECK VALVES IN LATERAL LINES FOR EVERY 10 OF ELEVATION CHANGE. 16. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF FIXED ARC (OR AN ADJUSTABLE ARC IF FIXED ARC DOES NOT MATCH THE ARC TO BE IRRIGATED) TO FIT THE SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. ALL MAIN LINES SHALL BE FLUSHED PRIOR TO THE INSTALLATION OF IRRIGATION HEADS. AT 30 DAYS AFTER INSTALLATION EACH SYSTEM SHALL BE FLUSHED TO ELIMINATE GLUE AND DIRT PARTICLES FROM THE LINES. 17. WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, FIRE HYDRANTS, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER, THIRD OR HALF CIRCLE HEAD AT THE SIDES OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 18. NOTIFY ARCHITECT OF ANY ASPECTS OF LAYOUT THAT WILL PROVIDE INCOMPLETE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL HIS/HER INSTRUCTIONS ARE OBTAINED. 19. LOCATE BUBBLERS ON UPHILL SIDE OF TREES. TREE BUBBLERS ARE FOR ESTABLISHMENT AND DROUGHT CONDITIONS. THEY ARE TO BE TURNED OFF AFTER TREES ARE ESTABLISHED AND TURNED ON DURING DROUGHT CONDITIONS. 20. IN ADDITION TO THE SLEEVES AND CONDUITS SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF SLEEVES AND CONDUITS OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 21. ALL EXCAVATIONS ARE TO BE FILLED WITH COMPACTED BACKFILL. REPAIR ALL SETTLED TRENCHES PROMPTLY, FOR A PERIOD OF 1 YEAR AFTER COMPLETION OF WORK. ADDITIONALLY, CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SYSTEM WILL BE FREE FROM DEFECTS IN MA TE RIALS AND WORKMANSHIP FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF WORK. 22. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNERS AUTHORIZED REPRESENTATIVE. 23. IRRIGATION DEMAND: REFER TO IRRIGATION POINTS OF CONNECTION. 24. NOTIFY UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 0 GRAPHIC SCALE 20 SCALE: 1" = 20' 60 NOTE 1. REFER TO SHEET L4001A FOR IRRIGATION DETAILS DATE: 5/18/2016 F~: 71L75~.73H PH: 714.754.7311 NO. DATE DESCRIPTION Of REVISIONS APPROVED SHEET L4001 OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LANDSCAPE RESTORATION PLAN NEWPORT FORCE MAIN REHABILITATION WCH AND NEWPORT BLVD. MA Y 1 8 , 2 0 1 6 IRRIGATION DETAILS 5#04#/10%#.+(140+# +44+)#6+10%1057.6#065 691%419%#0;10%174657+6' 'Ä/#+.,#0'6"$411-9#6'4%1/ 6'.(#: 1. FINISH GRADE. 2. DEPTH OF TUBING PER SPECIFICATIONS 3. DEPTH OF PVC SUPPLY MANIFOLD PER SPECIFICATIONS. 4. DRIPLINE TEE FITTING. 5. DRIPLINE LATERAL. 6. BLANK POLY TUBING, LENGTH AS NECESSARY. 7. DRIPLINE MPT ADAPTER. 8. PVC TEE (SxSxT) WITH 1/2" FPT OUTLET. 9. PVC SUPPLY MANIFOLD FROM REMOTE CONTROL VALVE ASSEMBLY. 12" POP-UP SHRUB SPRAY-~ CURB, WALK OR HEADERBOARD FINISH GRADE 1 /2" SCHEDULE 80 PVC NIPPLE (LENGTH AS REQUIRED) 12· WALL, FENCE OR BUILDING 1/2" TxT SCH 40 PVC ELL 1 /2" MARLEX STREET ELL 1/2" MARLEX STREET ELL PVC LATERAL LINE SCHEDULE 40 PVC TEE (S X s X T) 1 SHRUB POP-UP INSTALLATION DETAIL NOT TO SCALE SECTION VIEW MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH MAINLINE PIPE LATERAL PIPE PROVIDE A MINIMUM OF 2" BETWEEN PIPES RUN WIRE BENE A TH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: BEDDING MA TERI AL PLAN VIEW ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN CLEAN BACKFILL -90% COMPACTION REQUIRED PIPE AND WIRE SLEEVING TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION OF 30" OR GREATER. UN TIE AFTER ALL CONNECTIONS HA VE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SPECIFIED PVC PIPE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS REFER TO IRRIGATION LEGEND AND SPECIFICATIONS. 0 PIPE AND WIRE TRENCHING 5------NOT TO SCALE r. v1 I:.~ \ 811 9 Knowwhat's below. Gall before you dig. .... 0 "T'?' -- '\ ' " ," ✓ .~ , .,.'=!-... FV v ~--PVC PIPE TO NEXT DRIPLINE SECTION (IF REQUIRED) I\ ,.. I/ ~ , ZONE PLUMB (TYP) '\ ~i\ I'\ /v y r ,· FLUSH VALVE ED TO PVC MANIFOLD CONNECTION (PVC TO ELL) PVC CROSS OR ELL PVC EXHAUST HEADER PVC SUPPLY HEADER MANIFOLD CONNECTION (PVC TO TEE) LREMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR -- " ~ AREA PERIMETER DRIPLINE LATERAL AIR/VACUUM RELIEF LATERAL BLANK TUBING CENTERED ON MOUND OR BERM AIR/VACUUM RELIEF VALVE (PLUMBED TO TUBING AT EACH HIGH POINT) PERIMETER LATERALS 2" FROM EDGE PVC TEE CENTER FEED INLINE DRIP LAYOUT NOT TO SCALE CAP PERFORATED PIPE WI TH 4" DRAIN GRATE. DO NOT GLUE TO ENABLE ACCESS TO BUBBLER I 12" FINISH GRADE SCH. 40 PVC FITTINGS (TYP.) PVC LATERAL LINE TREE UBBLER BUBBLER ROOTBALL 1/2" SCH. 80 MALE q,~,-.._ADAP TER SCH. 80 PVC NIPPLE {LENGTH AS REQUIRED) 9 GAGE TUBING STAKE 1 /2" IPS FLEXIBLE HOSE (PVC) (.840 O.D.) SCH. 40 PVC ELL PVC LATERAL LINE ROUTED AROUND ROOTBALL (DO NOT GO THROUGH ROOTBALL) SCH. 40 PVC FITTINGS (TYP.)-~ 4" X 36" PERFORATED DRAIN PIPE. LOCATE ADJACENT TO ROOTBALL. FILL TO 1" BELOW BUBBLER WITH 3/4" DRAIN ROCK. INSTALL SOCK FILTER CLOTH AROUND DRAIN PIPE. 0 TREE BUBBLER DETAIL 2------NOT TO SCALE 14"x19" PLASTIC --~ VAL VE BOX WITH BOLT DOWN LID 18" 3• j PVC UNIONS (2) FINISH GRADE " IN LAWN " IN SHRUB OR GROUNDCOVER lT ITT ITT=-AREA illlll~lr' ~-12" PVC PIPE ,,---BALL VAL VE I~-PEA GRAVEL 4" DEEP (NO SOIL IN BOX) ,s--BRICK-4 TOTAL PVC MAINLINE SCH 80 PVC MALE ADAPTER 0 BALL VALVE DETAIL 6 ------NOT TO SCALE 1 ., ., ., ., " ., ., ., ISOMETRIC LEGEND fw\~ ___ C_E_N_TE_R_F_EE_D_M_A_N_IF_OL_D ____ _ ~ NOT TO SCALE PREPARED BY: ... BROOKWATER NUVIS LANDSCAPE ARQIITEfflllE AND PL A N I I N a 1151 AllWAY .I.VENUE, SUITE J,I com. MESA, CAllFORNIA U.S. A. 92 &26-HlO F~: 71L75~.73H PH: 7IC754.7311 2 1/4" x 2 3/4" ID TAG WIRE CONNECTORS 36-INCH LINEAR LENGTH OF 24 VOLT WIRE, COILED FINISH GRADE 12" 18" PVC UNION PVC LATERAL LINE 14" x 19" VAL VE BOX, ONE REMOTE CONTROL VALVE PER BOX ~q(S'o~o SCH 40 PVC MALE ADAPTER _l o• IN TURF AREA 1" IN SHRUB/ GROUNDCOVER AREA REMOTE CONTROL VALVE ---BALL VALVE SCH 80 PVC NIPPLE ( 4) LENGTH AS REQUIRED SCH 80 PVC ELL (TxT} BRICK (1 OF 4) PVC MAINLINE '-'---------ii:==:::7---,:s;===-:7-t~s;cc:HH~80~PVC NIPPLE LOWER LATERAL LINE WI TH SCH 40 PVC 45 ELLS 4" MIN. DEPTH OF PEA GRAVEL (NO SOIL IN VALVE BOX) (2 INCH, HIDDEN) AND SCH 80 PVC ELL SCH 40 PVC TEE OR ELL 3 REMOTE CONTROL VALVE &: BALL VALVE NOT TO SCALE 12" MIN. QUICK COUPLING VALVE b;i=m==nr-~==-:;t:=~n=r~~--FINISH GRADE WALK, CURB OR HEADER LEEMCO LS-100 QUICK--/~ COUPLING STABILIZER BRICK-2 TOTAL CRUSHED ROCK {NO SOIL IN BOX) m m_, We-O" ROUND PLASTIC VALVE BOX WITH BOLT DOWN LID. 3/4" x 6" SCHEDULE 80 PVC NIPPLE PVC MAINLINE 3/4" x 3• SCH. 50-~----------l SCH. 80 PVC TEE (SxSxT) PVC NIPPLE (2 REQ.) ~l-->--SCHEDULE 80 PVC ELL (TxT) TOP VIEW (3 REQ.) 0 QUICK COUPLER IN BOX DETAIL 7----NOT TO SCALE 11 Q) TEE 0 TOP OF MULCH @ PRESSURE-COMPENSATING IN-LINE EMITTER TUBING PER LEGEND 0 TIE DOWN ST AKE ® FINISH GRADE NET AFIM DRIPLINE INSTALLATION NOT TO SCALE NO. DATE DESCRIPTION Of REVISIONS 14"x19" RECTANGULAR VALVE BOX---~ ROUND VALVE BOX 12" 12· 12· 13"x20" OR LARGER VALVE BOX ~--J MIN. L,----,J MIN. ~...J MIN. 12" MIN. 12" MIN. 12" MIN. NOTES: EDGE OF LAWN, ~ALK, FENCE, CURB, ETC.___] TOP VIEW 1. CENTER BOX OVER VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 3. SET VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN AREA ONLY IF GROUND COVER/SHRUB AREA DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO PREVENT COLLAPSE AND DEFORMATION OF VAL VE BOX SIDES. 6. VAL VE BOXES SHALL HAVE BOLT DOWN LIDS WITH BOLTS INSTALLED. 7. VALVE BOXES SHALL BE BY CARSON, APPLIED ENGINEERING, OR EQUAL. 4 VALVE BOX INSTALLATION DETAIL NOT TO SCALE PRESET PRESSURE REGULATOR SCH 40 MALE -~ ADAPTER 13" x 20" VALVE BOX. ONE REMOTE CONTROL VALVE PER BOX 24 VOLT WIRE-PROVIDE WIRE CONNECTORS AT ALL LOWER LATERAL WITH SCH. 40 SPLICES ALLOW 36" OF PVC 45 ELLS EXCESS WIRE O" IN TURF AREA FINISH GRADE ID TAG 1" IN SHRUB/ lrr.==as===#====s"'====m---'-r-ROUNDCOVER AREA 18" 12· -- 1111i'1'mV il=iir-EMOTE CONTROL VALVE JL,,.,..--BRASS BALL VALVE 71ru.._-,-.... __ rSCH. 80 PVC FITTINGS (AS REQUIRED) PVC MAINLINE PVC LATERAL d LINE WYE FILTER (ROTA TE FILTER PARALLEL TO PEA GRAVEL) SCH 80 PVC NIPPLE 8 (2 INCH, HIDDEN) AND PEA GRAVEL-4" DEEP BELOW SCH 80 PVC ELL VAL VE (NO SOIL IN VAL VE SCHEDULE 40 BOX) PVC TEE VAL VE/FILTER/REGULA TOR DETAIL NOT TO SCALE 1 /2" PVC BALL VAL VE 1 O" ROUND VAL VE BOX O" IN LAWN FINISH GRADE 1" IN SHRUB OR GROUNDCOVER AREA PEA GRAVEL 4" DEEP (NO SOIL IN BOX)-~ PVC SCHEDULE 40 _./ ELL S X S 111 111 111=-_111=111=-11_ 111- ~-1\--4' COIL OF 1/2" IPS SALCO ALGAE RESI- STANT FLEXIBLE PVC. BRICK-2 TOTAL r---PVC RIGID j _ LATERAL LINE 1211 12 FLUSHING END VALVE INSTALLATION DETAIL NOT TO SCALE APPROVED DATE: 5/18/2016 SHEET L4001 A OF