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Home My WebLink AboutR-404235IRRIGATION EQUIPMENT SCHEDULE: z z z 0 w CD 0 J 0 rr IL LO HUNTER IRRIGATION EQUIPMENT SHOWN IN SCHEDULE. TORO. RAINBIRD, WEATHERMATIC OR EOLIIVALENT IRRIGATION EQUIPMENT MAYBE SUBSTITUTED, WITH LANDSCAPE ARCHITECTS WRITTEN APPROVAL ONLY. SYMBOL DESCRIPTION P.SJ, RADIUS VALVE KEY "A" 2 a. LU JLU U) cry C7 ❑ ® ® HUNTER MFLC 515, MFRCS515, MPSS530 STRIP ROTATOR HEAD, WITH MATCHED PRECIPITATICINI DATES 30 4x28', 4'x14' 1A 1 ilk" 26 MAX HUNTER IMP DG0 ROTATOR, 12' ADJUSTABLE ARC AND RAID IUS NOZZLE, WITH MATCHED PRECIPITATION RATES 30 12' 1" - DRIP — $ 16 MAX. HUNTER MP2000 ROTATOR, 17' & 18' ADJUSTABLE ARC AND RADIUS NOZZLE, WITH MATCHE1D PRECIPITATION RATES 34 17'-1 W 16 MAXI DRIP p HUNTER MP300() ROTATOR, 27' ADJUSTABLE ARC AND RADIUS NOZZLE, WITH MATCHED PRECIPITATION RATES 30 27'' 4a I"' 16 MAX DRIP p` w HUNTER NIP CORNER ROTATOR, 12' RADIUS HEADS, ADJUSTABLE ARC NOZZLE, WITH MATCHED PRECIPITATION RATES 30 12+ 5A 1 112" 25 MAX - 6a 1' 16 MAX DRIP HUNTER PRO -SPRAY SHORT RADIUS NOZZLES - 4' RADIUS TO 4' - 79 1" 16 MAX DRIP . HUNTER PRO -SPRAY SHORT RADIUS NOZZLES - Z RADCUS 30 — I I3a #� 16 MAC DRIP HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 5 NOZZLE 30 5' gal 1" 16 MAX DRIP rs " cs HUNTER FRO -SPRAY POP-UP SPRAY HEADS, 8 NOZZLE (FOR ADJUSTABLE ARCS, TT AND TO HEAD USE NOZZLE 8A} 30 8' - 10A► 1 112" 25 MAX HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 10 NOZZLE (FOR ADJUSTABLE ARCS, TT & TO HEAD USE NOZZLE 10A) 30 1 D< - 110 1' 16 MAXDRIP 'Q } p HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 12 NOZZLE (FOR ADJUSTABLE ARCS USE NOZZLE12A) 30 12' - 12e 1" 16 MAX DRIP HUNTER PRC PRAY POP-UP SPRAY HEADS, 15 NOZZLE (FOR ADJUSTABLE ARCS USE NOZZLE 15A) 30 15' 1a 1" 16 MAX DRIP HUNTER PRO=SPRAY POP-UP SPRAT' HEADS, 17' NOZZLE (FOR ADJ. ARCS. T. TT, TO, & F HEAD USE NOZZLE 17A) 30 17, 14a 1" 16 MAX DRIP E! 16 0 HUNTER STRIP PATTERN - L CORNER, R CORNER, SIDE STRIP, END STRIP, & CENTER STRIP 30 5'x3U, Sx15' 15a 1" 15 MAX DRIP BRASS GATE VALVE - RuS Ball VaIve - Made1 S95F43 (Round Han die)'- SIZE TO FIT MAINLINE - -' 168 1" 16 MAX DRIP eF� BACKFLOW ASSEMBLY - FEBCO LF850 (SIZE TO MATCH METERS _ -- - 17a 1" 16 MAX DRIP AUTOMATIC CONTROL VALVE, HUNTER PGV, SEE VALVE KEY 18p, 1 11 25 MAX 1-112" WATER METER (BY OTHERS.- COORDINATE POC WITH CONSTRUCTION MANAGER) _ 19a 1" 1E MAX DRIP QUICK COUPLER - HUINTER HQ44-LRC-AkW - - -- -- 0 OPEN RAIN 'SENSOR - HUNTER RAIN-CLI -WIRELESS RAIN SENSOR (WRC-TNT) OFF EQUAL, SEE G ENERAL DOTE C 1 OPEN Ln CONTROLLER - HUNTER 1-CORE IC-600 PL, ICM-500 WI DUAL DECODER (24 STATION EXTERIOR, WALL MOUNT. PLASTIC ENCLOSURE) OPEN CLASS 200 PVC LATERAL LINE PIPING, SIZE PER PLAIN 23 OPEN 'F -Y •-- - - -- - " SCHEDULE 40 PVC MAINMAINLINE 24 OPEN .r.-..t-.-. -.. CLASS 200 PVC SLEEVE 2X PIPE DIAMETER. 4" MIN. Not Shawn #14 AWG TYPE OF CONTROL WIRE, FEED = SIGNAL. WHITE = COMMON, ORANGE = SPARE SIZE PIPING AS FOLLOWS: 0-8GPM =314"PIPE 9-16 GPM = 1" PIPE 17- 24 GPM = 1 1A" PIPE DRIP IRRIGATION EQUIPMENT SCHEDULE: 33:50 P = "'PiIPEIPE SYMBOL MSCRIPTION P.S.I. GPH HUNTER DRIP LINE - PLD-04-12 (12" EMITTER SPACING x 12" ROW SPACING) 15-50 A0 HUNTER DRIP LJNE - PLD-04-18 (18" EMITTER SPACING x 18" ROW SPACING) 15-'50 .40 HUNTER DRIP LINE - BLANK TUB$NG (HEADER) - PIDL-BLINK-18 1" CLASS 200 PVC SUB -RAIN LINE (FOR DISTRIBUTION TO HEAD-ERB) AIRIVACUUM RELIEF VALVE (PLACED AT HIGH POINT OF ZONE) LINE FLUSHING VALVE DRIP ZONE CONTROL KIT - PCZ-101-40 (INCLUDES CONTROL VALVE. 40 PSI PRESSURE REGULATOR & FILTER) NOTE: DESIGN ASSUMES 50 PSI STATIC WATER PRESSURE AT POINT OF CONNECTION AND 30 PSI DESIGNED PRESSURE MOTES, 1, DO NOT ALLOW VAULT TO REST ON PIPE. 2. USE MANUFACTURERS VALVE BOX EXTENSIONS AS NECESSARY 3. PROVIDE 2 CUBIC FOOT DRAIN ROCK SUIMP IN EACH VAULT, 16" MIN, Control ,Valve Assembly (Not To Scale) AUTOMATIC CONTROL VALVE -SEE SCHEDULE FOR MANUFACTURER AND SIZING UNION, TYPICAL FLUSH W1 FINISH GRADE NBS PRO SERIES VALVE BOX OR APPROVED EQUAL,VALILT TO EXTEND MIN, 6" BELOW VALVE- USE EXTENSIONS AS NECESSARY -TWO VALVES PER VAULT MAXIMUM SCH 80 PVC NIPPLE, TYP. PVC 90 ELBOW S x TH MAIN LIME DO NOT AL LOW VAULT TO REST DN PIPE UA I t VALVt t-KLO 9 Not I LK Main Assn (NGt To Scala) K01 >, 7-1 1 ;l 1144 1 Wj 7 Revised per City/Site Plan Comm. Revised ber CiVl$Hke Plan LCqmm. Revised per lity Plan Comm. 10 Revised ed er City/Site Plan Comm. 11 Revised Der CitflSite Plain Comm. NO, I REVISION GENERAL NOTES A. IRRIGATION DESIGN ASSUMES 65 PSI STATIC WATER PRESSURE iS AVAILABLE ON SITE. VERIFY STATIC WATER PRESSURE IN FIELD PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT IF STATIC WATER PRESSURE IS LESS THAN 55 PSI, IRRIGATION DESIGN IS BASED ON 30 PSI, B- USE 4" POP-UP HEADS WITHIN ALL LAWN AREAS AND 6" POP-UP HEADS WITHIN ALL SHRUB AREAS, 12" POP-UP HEADS ARE OPTIONAL IN SHRUB BEDS WITH OWNERS REQUEST. C. RAIN SENSOR TO BE INSTALLED ON SOUTH OR WEST SIDE DF BUILDINO, AT A MINIMUM OF 8 FEET ABOVE GRADE WHERE SENSOR IS FREE FROM VANDALISM, TREE CANOPIES, BUILDING OVER HANGS OR OTHER STRUCTURAL J NATURAL RAIN IMPEDIMENTS. COORDINATE LOCATION WITH CONSTRUCTION MANAGER. IRRIGATION NOTES 1. PLAN IS DIAGRAMMATIC. VERIFY LOCATION OF STRUCTURES, UTILITIES AND OTHER SITE ELEMENTS PRIOR TO COMMENCING WORK, €NOTIFY PROJECT MANAGER OF ANY CONFLICTS. 2. CONTRACTOR TO TEST EXISTIfNG WATER PRESSURE AN PROVIDE WRITTEN REPORT TO PROJECT MANAGER PRIOR TO COMMENCING WORK. 3- REVIEW ALL IRRIGATION DETAILS PRIOR TO COMMENCING WORK, 4, REFER TO EQUIPMENT SCHEDULE FOR ALL IRRIGATION HEAD TYKES AND EQUIPMENT- 5. PROVIDE 2 (TWO) SPARE WIRES FROM THE CONTROLLER TO THE FURTHEST VALVE LOCATIONS FOR FUTURE EXPANSION. 6- STATE ALL VALVE BOX LOCATIONS FOR APPROVAL. 7, SET VALVE BOXES SQUARE TO ADJACENT BUILDING. CURB OR PAVING. 8- ALL IRRIGATION UNDER ROADS, WALKS. PARKING AREAS OR OTHER PAVED SURFACES SHALL BE SLEEVED- SLEEVES SHALL BE 2 (TWO) TIMES THE DIAMETER OF THE INSERTED PIPE OR AS IiND€GATED, 9, ALL PIPING IS DIAGRAMMATIC- PIPING SHOWN WITHIN PALING OR ADJACENT) PARALLEL TO PLANTED AREAS ARE INTENDED TO BE PLACED WITHIN PLANTING BEDS WHERE POSSIBLE- ALL MATERIAL TO BE INSTALLED ON OWNER'S PROPERTY. 10. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AN ADEQUATE COVERAGE +KITH MINIMUPA OVER SPRAY, 11. WHEN SLEE ING, PIPING OR HEAD LAYOUT IS REQUIRED IN R.O.W„ CONTRACTOR TO COORDINATE LOCATION WITH THE PROJECT ENGINEER PRIOR TO CONSTRUCTION. IND€CANE EXACT LOCATION OF SLEEVES AND PIPING, ON THE AS -BUILT DRAWINGS- 12. PLACE TRACE WIRE ON ALL IRRIGATION PIPING AT OWNER'S REQUEST. 1a. LATERAL LINE SHALL HAVE MINIMUM 12" OF COVER AND MAINLINES A MINIMUM OF 18" COVER- 14. PROVIDE MANUAL DRAINS AT ALL LOW POINT ON THE MAIN LIME AN RECORD ACCURATELY ON AS -BUILT DRAWINGS. 15, LOCATE IRRIGATION BACK -FLOW PREVENTOR DOWN -STREAM OF SITE WATER METER (WATER METER BY OTHERS). VERIFY LOCATION WITH PROJECT MANAGER PRI:0R TO COMMENCING WORK. 16- COORDINATE LOCATION OF CONTROLLER WITH PROJECT MANAGER. INSTALL CONTROLLER AT 60" ABOVE (FINISH FLOOR l FINISH GRADE) ON EXTERIOR WALL OF (BUILDING), PROVIDE A 110 GFI POWER OUTLET AT CONTROLLER LOCATION FOR POWER SUPPLE*. PROVIDE CONDUIT FROM IRRIGATION CONTROLLER LOCATION TO OUTSIDE PLANTING BED. FLAG ALL LOCATIONS, FLUSH WITH FINISH GRADE DOUBLE CHECK VALVE FESCO 850 (MATCH METER SIZE) QUICK COUPLER VALVE MASTER VALVE — NBS PRO SERIES VALVE BOX OR APPROVED EQUAL. SIZE & QUANTITY AS REQUIRED DRAIN ROCK, 6" DEPTH THROUGHOUT NOTES 1. DO NOT ALLOW VAULT TO REST CAN PIPE. USE EXTENSIONS AS NECESSARY, 2. VALVE TO BE SET PLUMB. 3, CONTRA4CTOR TO PROVIDE QCV KEY WITH SWIVEL HOSE ELL ATTACHED 4. PROVIDE 6" DEPTH DRAIN ROCK. FLUSH W! FINISH GRADE CARSOIN STANDARD VAULT OR EQUAL QUICK COUPLER SS HOSE CLAMP (3) SCH 80 PVC NIPPLE BRASS ST. ELL & 90°l %127 ELL SCH 80 PVC NIPPLE, 12" LENGTH BRASS TT 90 AND 3" LENGTH SCH 80 PVC NIPPLE STEEL 7 FENCE POST, 36" LENGTH MAIN LINE Quick Coupler (Not To Scale) — SPRAY OR BUBBLER NOZZLE — FLUSH Wl FINISH GRADE _ NOZZLE & BODY PER SCHEDULE AND PLAN. USE BOTTOM INLET ONLY — (2)112" MARLEX ST. ELL 90 17 MIN, SCH 80 PVC NIPPLE, MIN 8- LENGTH — V2" MARLEX STREET ELL 90 - SCH 80 PVC FITINGS, TYP, CL 200 PVC LATERAL, TYP, SIZE AS INDICATED ON PLAN Pop7uVHead (Not To Scale) RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. fjl] BRADLEY DESIGN -�_ GROUP, Inc. '0 Land�capeArch ltecture Site Planning 4330 N. Lexington Street Tacoma, WA 98407 STATE OF WASH INGTON REGISTERED LANDSCAPE A KrECT ale R .67 "''�INOUA architects 050 Pacific Avenue, Suite 450 Tacoma, VVA 98402 53-57-4003 ient, r ,t PROLOGIS,, 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-4 1 4-7625 R-404235 IN COMPLIANDE WITH CITE' OF RE N STANDARDS PI-ANNING OWSION APPROVED 01116,2020 Ealing L 04101 19 s e, � yA�fwrt As LL:iA4Vh,9� kOpL�tMJT JT/ifLLdh�993'19B' _ — eDATIUM CITY F E I N T I N PlanningJBuilding/Pub€ic Works Dept. P R L I S R E T N 9 01 MONSTER ROAD Record Drawing documents 03-15-2021 IRRIGATIONHEDULE, DOTES DETAILS 11116118 F�118L F L 0 07/101 1 o�l{�Itu YS` P�FB°°": L 07/25/19 rinowft 9HE INCH TATWALE scue oocwair+our oa�rw� txa IR- ' L 10/18/19 L'FILCJKt° R BY DATE APPR *PH""- SHEET. 38 51 co T_ F An N CD 00 J LO C) 0 co CL V� 0 LU 0 J 0 IL