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HomeMy WebLinkAboutW-404815h g a W U W I- rn W ir O LLL IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION OT HUNTER MP CORNER PROS-06-PRS40-CV TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI MP ROTATOR NOZZLE ON PRS40 BODY. T=TURQUOISE ADJ ARC 45-105. Q ©IS HUNTER MP1000 PROS-06-PRS40-CV TURF ROTATOR, 6" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. 000 HUNTER MP2000 PROS-06-PRS40-CV TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. HUNTER MP3000 PROS-06-PRS40-CV TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PR940 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC, 0 HUNTER MP3500 PROS-06-PRS40-CV TURF ROTATOR, 6.0" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. m m HUNTER MP800SR PROS-06-PRS40-CV ADJ' ND TURF ROTATOR, 6.0" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) SYMBOL MANUFACTURER/MODEUDESCRIPTION ® AREA RECEIVE DRIPLINE HUNTER HDL-04-24-CV HDL-04-24-CV: HUNTER DRIPLINE W/ 0.4 GPH EMITTERS AT 24" O.C. CHECK VALVE, DARK BROWN TUBING WITH TAN STRIPING. DRIPLINE LATERALS SPACED AT 24" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER RED BARBED OR PLD-LOC FITTINGS. SYMBOL MANUFACTURER/MODEUDESCRIPTION HUNTER ICV-G 11, 1-1/211, 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAUMUNICIPAL USE. INSTALL IN VALVE BOX. ONE (1) VALVE PER BOX. BF ZURN WILKINS 950XLT 2" DOUBLE CHECK VALVE ASSEMBLY (STATE APPROVED). TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. GRADE LEVEL VAULT WITH BOLT LOCK LID. ZURN WILKINS 850 BALL VALVE, SIZE TO MATCH PIPE. CARSON INDUSTRIES #1730, TWO (2) AT POINT OF CONNECTION. © HUNTER PC-400 LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 4-STATION BASE MODULE CONTROLLER, 120 VAC, HARDWIRE CONNECTION. OUTDOOR MODEL. PROVIDE GROUND AND BATTERIES PER MANUFACTURER'S SPECIFICATIONS. ® HUNTER SOLAR -SYNC SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I -CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. WIRED. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 VaNa CI Valve Number CITY PSI 4 40 1 40 1 40 2 40 12 40 6 40 CITY 107,545 L.F. CITY 2 1 1 1 621.7 L.F. SCHEMATIC IRRIGATION SCHEDULE AND NOTES OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B INSTALLATION OF IRRIGATION SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITYPLAN(S PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.CJ CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D) INSTALLATION OF SLEEVING, 2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR OWNER ARCHITECT AND LANDSCAPE ARCHITECT. 4, LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK. PROVIDE WRITTEN TEST RESULTS TO LANDSCAPE ARCHITECT. 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 7. SUBMITTALS: A) SUBMIT ENE (5) COPIES OF EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS -BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. 8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: A) CONNECTION TO WATER LINES (P.O.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS, CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS. G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. # 1i Valve Fbw rMIGTCN SKYNN ONGRNYTr3LLY FOR PLAN CWM1IY. CCM40N TRENCH AND PLACE ECUIa4ENT IN LANDSCAPE: W✓6ClD WNUPm VALVES N IAMCENT SHRUB AREAS MERE FEASIBLE, 8CH 40 WE SUNG CHART PE SRF J. I I I. I I I 1 1 I 1 HAN Qf9 I-B .1-IS IJ.143111-JI JL1-SJ SJ.I-A W4 (1N(.) 10. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SEE BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, TO- ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 11. MAINLINE PIPE TO BE BURIED 18 INCHES LATERALS 12 INCHES AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 12. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 13. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 15. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBUSHED DATA. 16. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF 1 DECODER. CONNECTED TO JACKETED HUNTER IDWIREI (14 GLACE), RECOMMENDED FOR WIRE PATH LENGTH UP TO 10,000 PT OR HUNTER IDWIRE (12 GLACE) FOR WIRE PATH LENGTH BEYONE 10,000 FT UP TO 15,000 FEET. THESE MA%IMUM WIRE PATH LENGTHS ARE FOR ACTIVATING UP TO 225 HUNTER DECODERS, 6 P/MV AND UP TO 6 SENSOR DECODERS. AVOID RUNNING POWER CABLES AND DECODER PATH IN PARALLEL. ALL WIRE PATHS AND ITS BRANCHES SHOULD BE ENDED WITH PROPER GROUNDING. NEW CONSTRUCTION CAN RELY ON EXISTING WIRE PATH BY TIEING ON AND EXTENDING OUT TO SERVICE NEW CONSTRUCTION, UP TO A MAXIMUM 225 VALVES. 18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 19. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW' TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT. OR PURVEYOR. AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS. INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 21. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST 70 WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM }DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETO ('FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB ERE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 22. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 23. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. 24, CLEANUP AND PROTECTOR: DURING IRRIGATION WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT IRRIGATION WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE AND IRRIGATION OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE AND IRRIGATION WORK AS DIRECTED BY THE OWNER. 25. PRIOR TO BACKFIWNG IRRIGATION TRENCHES, LANDSCAPE CONTRACTOR SHALL CONDUCT A WATER PRESSURE AND COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR TO GIVE 3 (THREE) WORKING DAYS NOTICE PRIOR TO TEST. 11.-11:-II' -=1L=II:=11-I II J 11=11= I II II' II II II-11 I b-' 11-II-II IIt= 9. II I II 'II' II II=1I=11 If=.l �Fll� I II II' II. II 11=. I II II Ir •�:•r •• •�:•y •r:....•y •� •y •�'111111I11 IJLll it •r •y:•y •r ■y I�f •� •� ��:� 11-11� k., .may}. n=li i"Ir�Y��Y�Y�Y4►��Y�y��� n_ TI 1 •.L!• •� •� •.� •� ,•Y Ill P;wr ilX4§, d i• y 1' •1 .��w, .`•�9a^- I ............. n-n=1I=711 c11=n-u Ibll:�l�llllill'll-PILIII�'lllalll-Is11=1IIr.IL�LlI111AI �.II�'I MASTER VALVE and FLOW SENSOR NOT TO SCALE HORIZONTAL DATUM: '83/11 BENCHMARK FOUND PUNCHMARK IN 1�" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) 1 '88 N:191092.94, E:1311476.14 FOUND PUNCHMARK IN %- BRASS PINDATUM IN CONCRETE MONUMENT IN CASE 1.4- BELOW GRADE (7/20/2017) OBSERVED (NAD a3/11)MAD N:191241.77, E:1311481.30 rN CITY OF RENTON END REVIEW CITY REVIEW COMMENTS 013120 REVISION BY I DATE I APPR NIA ry1p "Sam DATUM M w�xw. NIR N<." 10 ecAANInT Know what's below. p Call before you dig. 1 Dial 811 i BOXES WILKINS 600 z PRESSURE REDUCING < CIET VALVE AS NECESSARY z X S COUPLING: 0 CONTR. TO PROVIDE FIr THREADED FTC. AND CAP z - W ON DISCHARGE SIDE OF W METER N FEW SCH 80 /� LQUICK COUPLING PVC UNION VALVE (BLOWOUT)E DOUBLE CHECK METER P R - VALVE PER DETAIL CITY STANDARDS SCH 80 PVC UNION METER STOP TYPICAL � � PVC PER CITY STDS. � NOTE: THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12' MINIMUM EQ EQ CLEAR FROM WALLS TO TEST COCKS, BOLT LOCK LID J-111-11 L- DOUBLE CHECK VALVE (STATE APPROVED WATER SERVICE - ASSEMBLY) RESILIANT SEATED VALVES WITH FROM METER TEST COCKS, INSTALL ASSEMBLY WITH TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS C PVC MAINLINE PER PLAN LSON 80 NIPPLE AND FEMALE ADAPTER - TYPICAL UNION AT EACH SIDE OF VALVE i7O7 C-7C SCH 80 PVC - TYPICAL Q QED In SCH 80 NIPPLE - TYPICAL O ITT 7 C (�� BLOCK AS NECESSARY WITH BRICKS �! O`y>✓ L �! C`�qy- AT BASE OF BOX lJ IJIJJ�J, .�-�'T ,1. "Jl l;� SUMP 1 C.F. 7/8" WASHED GRAVEL PO�o. �QiJ �C�II NOTE: maw-r-III- INSPECTION OF COMPLETED ASSEMBLY w BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY DETAIL NOI ID SCAL CITY OF ' RENTON Planning/Building/Public Works Dept. 2 ut Gi U � 0 Z S 2 W O N � w uF O a iW g Q M N N 2 0 BIG ON 5 Z GO tp OJ I W z PULP UP Q In Ln Z3 i A NN ww N Z N N j, UP rl N ON,W. Q LD z W-404815 1 9 1 Do" IN COMPLIANCE WITH CITY OF RENTON STANDARDS F_ CURRENT PLANNING IL O Q MHerrera 11/23/2020 LU W U0) DEVELOPMENT ENGINEERING O cc < T msippo 02/15/2021 c O EMATIC IRRIGATION SCHEDULE AND NOTE ""9/27/20 m FOREST TERRACE PLAT w O PULTE GROUP, INC m N 3535 FACTORIA BLVD S.E., #110 4"" D= LLI BELLEVUE, WA 98006 n gg 0 m