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Home My WebLink AboutR-392721SW 7/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W.M. THE PINES IRRIGATION SCHEDULE DESCRIPTION SPRINKLER HEADS: RAINBIRD 1804 AND 1806 POP -UPS FOR SPRAY HEADS SYMBOL MANUFACTURER • 4" POP-UP 6" POP-UP ® 5005PC 4" ROTOR PGA100 1" IRRIGATION CONTROL VALVE MAINLINE - SCH 40 PVC (18" COVER); 1.25" SIZE LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM _---------------- SLEEVE - CLASS 200 PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, 2" SIZE UNDER DRIVEWAYS LOCATED IN RIGHT-OF-WAY, 4" UNDER DRIVEWAYS LOCATED ON BUILDING LOTS IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. BIDDER -DESIGN IRRIGATION SYSTEM BY LANDSCAPE CONTRACTOR POINT OF CONNECTION TO BE DETERMINED. WATER METER NOT SHOWN. INSTALL WATER METER PER CITY OF RENTON STANDARDS. LANDSCAPE CONTRACTOR TO COORDINATE SIZE AND LOCATION OF IRRIGATION WATER METER AND BACKFLOW DEVICE WITH OWNER LANDSCAPE CONTRACTOR TO COORDINATE MAKE/MODEL AND LOCATION OF IRRIGATION CONTROLLER WITH OWNER ALL IRRIGATION CONNECTIONS AND FITTINGS SHALL BE LEAD-FREE SCH 40 PIPE SIZING CHART PIPE SIZE 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" VALVE FLOW GPM 1-8 8.1-13 13.1-23 23.1-32 132.1-53 53.1-74 GPM (MAX.) DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MINIMUM EQ EQ CLEAR FROM WALLS TO TEST COCKS, BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED z -I WATER SERVICE ASSEMBLY) RESILIANT SEATED VALVES WITH TEST COCKS, INSTALL ASSEMBLY WITH z FROM METER _ TEST COCKS IN HORIZONTAL POSITION, < PER LOCAL REQUIREMENTS _ O _ o_ I� b I� a PVC MAINLINE PER PLAN caa NOT TO SCALE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DOUBLE CARSON GRADE LEVEL VALVE BOXES w V 0 O°c o O°0 FINISH GRADE 00 )9,00 SCH 80 Z Q PVC UNION VALVE (BLOWOUT) DOUBLE CHECK METER SCH 80 NIPPLE AND FEMALE vCr" CITY STANDARDS SCH 80 PVC UNION ADAPTER – TYPICAL STOP TYPICAL � P� UNION AT EACH SIDE OF VALVE (O � �O O C C SCH 80 PVC – TYPICAL THE BACKFLOW DEVICE SHALL SCH 80 NIPPLE – TYPICAL r O C SIDES O O C o O O COC c O BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX (V O COOL O O C C OCC SUMP 1 C.F. 7/8" WASHED GRAVEL 00 0. O OO � c0=1 : o� .o, NOTE: PVC LATERAL II III—III— INSPECTION OF COMPLETED ASSEMBLY . I= BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY DETAIL NOT TO SCALE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DOUBLE CARSON GRADE LEVEL VALVE BOXES TRENCH CONDITION SLEEVE CONDMON DATE: 0 O°c o O°0 FINISH GRADE 00 )9,00 SCH 80 LQUICK COUPLv G PVC UNION VALVE (BLOWOUT) DOUBLE CHECK METER PER VALVE PER DETAIL CITY STANDARDS SCH 80 PVC UNION METER STOP TYPICAL � P� ��p APPROVED: JMv PVC� NOTE: THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES TRENCH CONDITION SLEEVE CONDMON Co ¢ PIPE BED MATERIAL TO BE CLEAN AND 0 FREE OF ROCK } LARGER THAN 1/2" NOTE: SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE — WILKINS 600 PRESSURE REDUCING VALVE AS NECESSARY T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP–f ON DISCHARGE SIDE OF METER. } PER CITY STDS. POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE 2 AS -BUILT RELEASE 1 WATER SERVICE IN TRACT D N0. REVISION DATE: 0 O°c o O°0 FINISH GRADE 00 )9,00 SURVEYED: BY: DATE: C) r PCpo PAVING SECTION DESIGNED: JMV JMV PER CIVIL PLANS JM DRAWN:V JMv JMV � COMPACT BACKFILL o DO 0 CHECKED: JMv BY � P� ��p APPROVED: JMv ° ) 0AT 90% DENSITY ° O ° O � o°� (TOPSOIL BACKFILL) AT 95% DENSITY (STRUCTURAL) ° '° H_ o _)0 o� : o� .o, PVC LATERAL 6" OFFSET SLEEVING ��0 roc 00'- ,00 ALT. WIRE SLEEVE o c O O PVC MAINLINE Q VALVE WIRING Co ¢ PIPE BED MATERIAL TO BE CLEAN AND 0 FREE OF ROCK } LARGER THAN 1/2" NOTE: SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE — WILKINS 600 PRESSURE REDUCING VALVE AS NECESSARY T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP–f ON DISCHARGE SIDE OF METER. } PER CITY STDS. POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE 2 AS -BUILT RELEASE 1 WATER SERVICE IN TRACT D N0. REVISION POP-UP 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE Z PAVING rj�Nf J� _ ADJUST ANGLE AT `N SPRINKLER SLOPE COVERAGE CONDITIONS. 5 FLUSH AT LAWN SLOPE ANGLE - TYPICAL AND FLUSH WITH _ MULCH LINE - SPRINKLER MARLEX 90° ELBOWS PVC SCH 40 - PVC SCH 80 NIPPLE TEE SxSxT o (SIDE INLET ONLY) z Ln PVC LATERAL V )0O OOOOC 00 0 0 O 0 �o ono l- NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM PVC SCH 80 SxT 90° ELBOW PVC SCH 80 UNION WIRE WITH WATERPROOF WIRE CONNECTOR – TYPICAL FINISIH GRADE SPARE WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH COVER PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE C TY OF RENTON Planning/Building/Public Works Dept, a Q STATE OF WASHINGTO E S E E LAN C C ECT JEFF M. VA LEY CERTIFICATE No. 774 R-3927- 21 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: SURVEYED: BY: DATE: BY: DESIGNED: JMV JMV 5.26.18 JM DRAWN:V JMv JMV 1.6.18 JMV CHECKED: JMv BY DATE APPR APPROVED: JMv POP-UP 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE Z PAVING rj�Nf J� _ ADJUST ANGLE AT `N SPRINKLER SLOPE COVERAGE CONDITIONS. 5 FLUSH AT LAWN SLOPE ANGLE - TYPICAL AND FLUSH WITH _ MULCH LINE - SPRINKLER MARLEX 90° ELBOWS PVC SCH 40 - PVC SCH 80 NIPPLE TEE SxSxT o (SIDE INLET ONLY) z Ln PVC LATERAL V )0O OOOOC 00 0 0 O 0 �o ono l- NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM PVC SCH 80 SxT 90° ELBOW PVC SCH 80 UNION WIRE WITH WATERPROOF WIRE CONNECTOR – TYPICAL FINISIH GRADE SPARE WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH COVER PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE C TY OF RENTON Planning/Building/Public Works Dept, a Q STATE OF WASHINGTO E S E E LAN C C ECT JEFF M. VA LEY CERTIFICATE No. 774 R-3927- 21 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: DATE: THE PINES 12.23.16 LANDSCAPE PLAN (IRRIGATION) - AS -BUIL T PAGDBOOK: DRAWING NO: 850 & 870 MONROE AVENUE NE RENTON, WASHINGTON 98056 SHEET: L-4OF:5 W M H H