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Home My WebLink AboutTED4003736.17ID W FINISH GRADE 77 PAVING SEE CIVIL PLANS COMPACTED BACKFILL AT 90% DENSITY (TOPSOIL) AT 95% DENSITY (STRUCTURAL) SLEEVE(S) PVC LATERAL PVC MAINLINE VALVE WIRING ALT. WIRE SLEEVE PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK LARGER THAN 1/2" PVC MAINLINE/LATERAL NOTE: DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO 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 d G d 4 � I SPRINKLER i I FLUSH MULCH -I SPRINKLER PVC SCH 80 NIPPLE PVC LATERAL is NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. NOT TO SCALE 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE — TYPICAL MARLEX 90' ELBOWS PVC SCH 40 TEE SxSxT (SIDE INLET ONLY) w z J z Q z 0 a c� fr PVC SCH 80 UNION ' J CHECK VALVE ASSEMBLY// PER DETAIL THIS SHEET PVC SCH 80 UNION QUICK COUPLING VALVE NOTE: THE BACKFLOW DEVICE TO HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES JUMBO VALVE BOX WITH LOCKING LID PVC SCH 80 UNION WILKINS 600 PRIES. REDUCING VALVE AS NECESSARY T x S COUPLING: CONTRACTOR TO PROVIDE THREADED FITTING AND z CAP ON DISCHARGE SIDE Q OF MEETING 1� T `—METER STOP z IRRIGATION WATER METER — PER CITY STANDARDS U PVC PER CITY STDS. POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE PVC SCH 80 SxT 90' ELBOW WIRE WITH WATERPROOF WIRE CONNECTOR — TYPICAL FINISIH GRADE SPEAR 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" GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE 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 D00(_ 01 �p cLC Dc4 0 7P c C CHECK VALVE ASSEMBLY NOT TO SCALE N FROM IRRIGATION WATER SERVICE DOUBLE GRADE LEVEL JUMBLE BOX SIZE TO PERMIT 12" MINIMUN CLEAR FROM WALLS TO TEST COCKS; BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES AND TEST COCKS; INSTALL ASSEMBLY AS f?I%l r0NQRPEIREL(DEL R112101IMEAMENTRIZONTAL PVC MAINLINE PER PLAN PVC SCH 80 NIPPLE AND FEMALE ADAPTER PVC SCH 80 UNION — TYPICAL PVC SCH 80 NIPPLE — TYPICAL BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX GRAVEL SUMP-7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. VALVE BOX WITH COVER FINISH GRADE QUICK COUPLING VALVE CENTER IN BOX 1 C.U. FT. 7/8" GRAVEL SUMP MARLEX ELL — TYPICAL PVC SCH 80 PVC NIPPLE PVC SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: 7. PROVIDE OWNER WITH TWO (2) SETS "AS —BUILT" DRAWINGS AND (3) SETS OF OPERATOR'S 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION MANUALS UPON COMPLETION. INSTRUCT OWNER AS TO PROPER OPERATION AND HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO WINTERIZATION OF THE IRRIGATION SYSTEM. MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK—UP INTO MOUNTED TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN 8. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER NEED. AND COORDINATE WITH GENERAL CONTRACTOR. PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 16. IRRIGATION SCHEDULING: B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF 9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC CONNECTION, PER UTILITY PLAN(S). 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA PROVIDE STANDARD THREADED STUB —OUT WITH THREADED CAP ON DISCHARGE ALTERNATE NOZZLES. IN —NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY BUDGET ADJUSTMENT. RE —ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN SIDE OF METER. STUB —OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, FINISH GRADE. NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED C. VERIFICATION OF STATIC WATER PRESSURE AT POINT —OF —CONNECTION (P.O.C.) 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3—DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL DESIGN PRESSURE. FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE D. INSTALLATION OF SLEEVING. VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO WIRE TO BE A MINIMUM OF 14 GAUGE. CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT 2. SYSTEM HAS BEEN DESIGNED FOR 18 GPM AT 75 PSI. STATIC PRESSURE BY WATER DAMAGES AT CONTRACTOR'S OWN EXPENSE. DEPARTMENT TEST/CALCULATION 75 PSI. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 17. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. APPROVAL OF OWNER'S REPRESENTATIVE. 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT —LOCK LIDS (OR TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED -BY A PERSON 18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COULPLER/ SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTERNISIONS BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE AS REQUIRED. SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. INSPECTION. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, saaNKM sue: N�o PER MANUFACTURER'S SPECIFICATIONS R 373617 MOUNTING BRACKET RAIN SENSOR SECURE PER MANUFACTURER'S SPECIFICATIONS WALL NOTE: MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADESTATE OF o� � RAIN SENSOR DETAIL WA H NGTON NOT TO SCALE IN SHRUB BEDS WHERE POSSIBLE. NW 16 aAR CITY O AIMS RE�ITON �� Wu AMS oNE NICK DATUM •� H ff P,NL MU Plan ning/Building/Public Works Dept. F or ON RM NO. REVISION BY DATE APPRJSG s "�°1O"1°`v REGISTERED. LANDSCAPE ARCWTECT CENRTTyy��O0 M. SEIDEL MICATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/14 QFC FUELING FACILITY Permit No. U13000883 �Cs14A(s \e V y� a �c G�TihG ENG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PL MMNNMG, SURVEYING, ENVIRONMENTAL SERVICES Q G ca Z 0 Q y i a� z o R, ° O CD61 3a•a W �_FA �z>a CC 2 LUL�� Fo Pa O �Mu I Ljj ZU m a°Do 0 uj cwN� .J 0 LV L.- � Y 0 c moo'—ox C U � °D t.° ate. ►� LL a r t t J uj � \ 041 \ \ Q N W N \ N — 04 \ sA \ N rn O O 5 Jai U I I i I CD CD J a X ...J uj J zo ® > M > uj cn a tz o U i a fn m Q m a m Q — 0 U cn o z N rn a N L2 0) Project #: 15432 Store #00871 d 0 04 Address:Ln 4615 NE 4TH STREET RENTON, WA ro E LANDSCAPE IRRIGATION 1-1 o NOTES AND DETAILS on FUB., NG FACIV 1 1 cp I J Drawing No.: L6 of 7Ln i N i rn c �L aa�tae PAOR � N r7 L OItl�116 NR Ln �GWWWW'_� l � 1 �0 FCD 4� y v y W z° W