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HomeMy WebLinkAboutR-417317C ) r I 0 It I r) LU I— W W 75 O 2 >z O L1J 0 z VALVE BOX SCH PVC UNION BRASS BALL VALVE 6" MINIMUM 6" MINIMUM 12" GRAVEL SUMP BRICK SUPPORT BLOCKS BACKFLOW PREVENTER N.T.S. AUTOMATIC VALVE VALVE BOX W/ LID SPARE CONTROL WIRE III SCH 00 PVC NIPPLE SCH 40 PVC 90' ELL THIRD SCH 80 UNION. TYP. SCH 80 PVC NIPPLES QUICK COUPLER VALVE MANUAL DRAIN DOUBLE CHECK ASSEMBLY KING SPLICE CONNECTOR SCH 40 PVC MAIN LINE TEE AUTO CONTROL VALVE N.T.S. 4" SCH .80 PVC NIPPLE SCH .40 PVC MAIN LINE TEE BRICK SUPPORT BLOCKS 24" GRAVEL GUMP MANUAL DRAIN DETAIL N.T.S. 0 0 °off Know what's below. w Call before you dig. U_ SIGNAL ("HOT") WIRE PVC SUP COUPLING COMMON CONTROL WIRE BRICK SUPPORT BLOCKS —12" GRAVEL SUMP 8" MINUS CRUSHED ROCK PROTECTIVE VALVE BOX III r 4" PVC ST. 90' ELL Nature By Design Landscape Architecture LEGEND U POP-UP BODY (06), NOZZLE AND CAP PER PLAN 2O FINISHED GRADE 0.0624 [1.59] O3 ADJACENT LANDSCAPE ABOVE FINISH 4O LATERAL PIPE PER PLAN GRADE O5 LATERAL FITTING PER PLAN © FIELD -BUILT 4 5 6 FLEXIBLE SWING ARM SPRAY HEAD DETAIL N.T.S. m i CONTROLER 0 0 0 0 ELECTRICAL "J" BOX 60" 2" ELECTRICAL CONDUIT 24 VOLT WIRING I- __ Auto Controller — N.T.S. 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM 12" (TYPICAL) 18" (TYPICAL) P REVISED PER AGENCY COMMENTS NO. REVISION PIPING & WIRING N.T.S. FINISH GRADE RUBBER COVER GEARED ROTOR 3n MARLEX STREET ELLS 4" SCHED. 80 NIPPLE (LENGTH AS REQUIRED) 4" MARLEX STREET ELL PVC TEE AMENDED TOPSOIL COMPACTED BACKFILL PVC LATERAL PVC LATERAL LINE ROTARY SPRINKLER SCH 40 PVC MAINLINE MANUAL DRAIN VALVE QUICK COUPLER z BACKFLOW PREVENTER SCH 80 PVC UNION BALL VALVE WATER METER - M POINT OF CONNECTION N.T.S. v % N.T.S. PROJECT NOTES 1. THE IRRIGATION ENGINEERING DESIGN IS BASED ON A 1.00" DEDICATED IRRIGATION WATER METER WITH 86.00 LBS. STATIC WATER PRESSURE. INSTALLER TO VERIFY PRIOR TO STARTING. 2. INSTALL ALL EQUIPMENT PER STATE AND SOOS CREEK WATER DISTRICT'S CODES AND SPECIFICATIONS. 3. INSTALL THE SLEEVING, MAIN LINE AND CONTROL WIRING WITH 16" MINIMUM DEPTH. 4. PRIOR TO BACKFILL, THE MAIN LINE IS TO BE PRESSURE TESTED AT 86.0 LBS. FOR ONE (1) HOUR WITH "0" LOSS. THE COMPLETED TEST FORM IS TO BE GIVEN TO THE PROJECT MANAGER. 5. BACKFILL MATERIAL SHALL BE ROCK FREE NATIVE SOIL OR CLEAN SAND. COMPACT ALL TRENCHES TO MINIMUM DENSITY OF 85. 6. AFTER INSTALLATION OF THE BACKFLOW PREVENTER IT IS TO BE TESTED BY A STATE LICENSED BAT. THE COMPLETED FORM IS TO BE SENT TO THE WATER DISTR ICT. 7. INSTALL THE CONTROLLER AT THE LOCATION SHOWN. THE RAIN SENSOR IS TO BE INSTALLED NEAR THE ROOF AND FREE FROM ALL OVERHANGS. 8. FROM THE CONTROLLER INSTALL TWO (2) SPARE YELLOW WIRES TO EACH CONTROL VALVE NO. 1 AND 7. NOTE, ALL CONTROL VALVE BOXES SHALL HAVE THE SPARE YELLOW WIRES VISIBLE INSIDE. 9. DO NOT SPLICE THE RED SIGNAL WIRE BETWEEN THE CONTROLLER AND THE VALVE. WIRE SPLICES SHALL BE WITHIN THE VALVE BOXES ONLY USING 3M-DBY SPLICE KITS. 10. MARK ALL CONTROL VALVES USING PLASTIC VALVE TAGS, NUMBER THE VALVES AS PER THE PLAN. 11. USE 4" POP-UP BODIES FOR ALL LAWN AREAS AND 6" FOR SHRUB AREAS. 12. ADJUST THE RADIUS AND ARC ON ALL SPRINKLER HEAD TO CONFORM WITHIN THE LANDSCAPE AREAS TO MINIMIZE OVER SPRAY ON TO THE HARD SURFACES. 13. INSTALL ALL EQUIPMENT AS PER THE DETAILS SHOWN. 14. THE INSTALL SHALL PROVIDE TO THE PROJECT MANAGER AN "EXACT AS -BUILT DRAWING OF THE INSTALLED SYSTEM. 15. AS PART OF THE CONTRACT THE INSTALLER SHALL PERFORM ONE (1) EACH SYSTEM WINTERIZATION AND SPRING START-UP. THE SPRING START-UP SHALL INCLUDE A COMPLETE REVIEW OF THE SYSTEM, SPRINKLER HEAD ADJUSTMENT OR REPAIR TO INSURE THAT THE SYSTEM IS OPERATING IN GOOD CONDITION. R-417317 :�►��I r_� I;N_� I:•� 11l1x�z161F:W411l1x�z9 PVC MAINLINE IN COMPLIANCE WITH CITY OF RENTON STANDARDS VALVE WIRING DEVELOPMENT ENGINEERING CURRENT PLANNING msippo 05/15/2025 ' MHerrera 05/20/2025 ' SURVEYED: DESIGNED: K L O DRAWN: K L O KLO 3/11/25 KLO CHECKED: KLO BY DATE APPR APPROVED: KLO SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 J CITY OF RENTON Planning/Building/Public Works De SUNRIDGE TOWNHOMES II IRRIGATION - NOTES AND DETAILS DATE: 3/11 /25 PAGE: L5 SHEET: OF: 17 37 ti N M O O O N WX CM CD CD O O O Q J C� LO CD CD O O 6