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HomeMy WebLinkAboutR-4178131NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 0 INN'. T W F_ Q w J 0 IE t ING AID TARE SOL EMITTER ON STAKE SCALE: N.T.SRRDV IRRIGATION DETAIL GI COUPLER VALVE FOR WINTER BLOWOUT PRESSURE REDUCING VALVE, IF REQUIRED 17 MASTER VALVE, IF REQUIRED PVC MAIN LINE GHEGK VALVE IRRIGATION METER POINT OF CONNECTION 2 N.T.S. NOTES: SCHEMATIC DE515N5 ARE PROVIDED BY A MANUFACTURER PER PRODUCT SPECIFICATIONS. LANDSCAPE GONTRAGTOR/OHNER SHALL DETERMINE PRODUCT AND INSTALL PER PRODUCT 5PEGIFICATION5 OF EQUAL OR GREATER PERFORMANCE IN ACCORDANCE WITH DRIP IRRIGATION INDUSTRY STANDARDS. I LOT ISLAND CURB INTO ISLAND PIPE TO DRIP LINE _ TO PLO CONNECTION PLO XX-XX-XX NE PLO TEE STAKE VALVE PARKING LOT ISLAND TWO TREES NOT TO SALE ghm WY IRRIGATION DETAIL NOTES: 1. SIZE WI ROW AND SPACING BASED ON PVT AND SOIL PPE 2. ROW SPACING OF FLY TUBING BASED ON PUT AND SOIL TYPE. 3. STARE TOM DOWN EVERY 5' AND WIININ V OF ALL FITTING OUTLETS 4. GO NOT UCEED VELDCNY OF 5 ITS WITHIN TUBING, IF SIZE OF DRIP AREA CREATES VTNCIRES GRGRA THAN 5 FPS USE STANDARD LATERAL PIPE TO CREATE SUPPLY HEADER FOR THE GNP ARE. 5. INSTNL FLUSH VALVE AT POINT FURTHEST FROM SUPPLY PONT. 6, THROUGHLY FLUSH LATERAL AND DRIPUNE PRIOR TO FINAL GONNECTIONS 7, TEST DRIP UNE FOR PROPER OPERATOR PRIOR TO CAMIGN . IRRIO?ATION CONSTRUCTION NOTES L GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. PROTECTION OF SITE, INGLUDINO; LOGATIN6 ALL EX15TINO AND NEW UNDERGROUND UTILITY LINES PRIOR TO ANY CONSTRUCTION, 5AVIN6 AND PROTEGTINO EXISTING TREES DE516NATED TO REMAIN, REPAIRING ANY DAMAGE DONE TO GURBINS, 51DENALK5, FENCES, AND ANY OTHER DAMAGE GAUGED AS A RESULT OF THIS CONTRACT. B. INSTALLATION OF IIOV ELECTRICAL SERVICE FROM ELECTRICAL 50UPGE TO AUTOMATIC CONTROLLER, INGLUDIN5 WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR HILL MOUNT CONTROLLER PER OWNER AND COORDINATE HITH GENERAL GONTRAGTOR. C. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(5). D. PROVISION OF STANDARD THREADED 5TUB-OUT WITH THREADED GAP ON U15GHAROE 51DE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 16 INCHES 13ELON FINISHED SPADE. E. VERIFICATION OF STATIC HATER PRE55URE AT POINT -OF -CONNECTION (R.O.G.) CONTRACTOR SHALL DETERMINE STATIC, Is Know wbaf•S below. Call before you dig. m ( FLUSH VALVE 2 HUNTER PLO XX-XX-XX 4 l I••• 11 fill 11 2 O DRIP LINE I I 3 OHUNTER PLD TEE iiiiii'�;' .�. 4 ®TUBING STAKE .•. • :• 05 LATERAL TO PLO CONNECTION l _y; I {.: ©MODEL DRIP CONTROL VALVE HUNTER: ICZ-101-25(40 OR MODEL PCZ-101-2 (4�) • i I irR.':' IIIIIIII ••:::: Illllllllllm??n .. O 5 LATERAL PIPE TO PUNTING BED r::: 1:: I l l a, l l l: 1„u„n�a i 41ARDSCAPE' ' '• i PLANTING BED NOT TO SCALE IRRIGATION DETAIL NOTES: t SIZE NI FLOW AND SPPLNG BASED ON PLAT AND SOIL PPE 2. ROW SPACING OF PID TUBING BASED ON PAT AND SOIL TYPE. 3. STATUE TUBING DOWN EVERY 5' AND WRHIN 1' OF ALL WING OUTLETS 4. DO NOT DOES VELOCITY OF 5 FPS WITHIN TUBING, IF SIZE OF DRIP AREA CREATES VDDCDES GREATER THAN 5 FPS USE SUNNI LATERAL PIPE TO CREATE SUPPLY HEADER FOR THE DRIP AREA 5. INSTNL FLUSH VALVE AT POINT FURTHEST FROM SUPPLY POINT. 6. THROUGHLY FLUSH LATERAL AND DRPUNE PRIOR TO FINAL MINESTRONE 7. TESL DRIP UK FOR PROPER OPERATION PRIOR TO COVERING. PRESSURE AND SYSTEM DEMANDS. F. INSTALLATION OF 5LEEVIN5, AS NECESSARY. 2. LANDSCAPE CONTRACTOR TO DE516N SYSTEM IN ACCORDANCE WITH LANDSCAPE PLANS. 3. ALL HORK PER LOCAL CODE AND INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN 'GARSON' (OR APPROVED EQUAL) VALVE BOXES HITH BOLT-LOGK 1_ID5. SET BOXES FLU5H WITH FINISHED GRADES, IN PLANTING AREAS OUTSIDE OF LAWN AND PAVEMENT. 5. MAINLINE PIPE TO BE BURIED I6 INCHES AND LATERALS 12 INCHES BELOW FINISHED SPADE. NO ROCK OR DE5RI5TO BE BAGKFILLED OVER PIPE, PIPES FOR LATERAL LINES SHALL BE SIZED BY CONTRACTOR IN DEGREASING DOWNSTREAM ORDER (PER PRODUCT DESIGN STANDARDS). 6. HEAD AND LINE POSITIONING 15 DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NEGE55ARY FOR ADEQUATE COVERAGE. COORDINATE WITH LANDSCAPE PLANS. VALVES SHALL BE POSITIONED ADJACENT TO GURBS. FOR SGHEMATIG CLARITY, MAIN AND LATERAL LINE SYMBOLS ON PLANS MAY BE INDICATED AT PAVEMENT, AND ADJACENT AND PARALLEL TO NOTES PLANTING AREAS, AND OUTSIDE OF LOT LINES. DRIP LINES SHOWN FOR �G�7 GLARITY IN THESE AREAS ARE TO BE PLAGED IN ADJACENT PLANTING AREAS, WITHIN THE PROJECT SITE. I. SURVEY PROVIDED BY AXI5 SURVEYS 4 MAPPING, 15241 NE GOTTA 5T, REDMOND, HA 1. PROVIDE OWNER WITH TWO (2) SETS OF AS -BUILT DRAHINSS AND 416052, (425) 623-5100. OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER 2. 517E PLAN PROVIDED BY KPFF, 1601 FIFTH WINTERIZATION OF IRP16ATION SYSTEM (BLOW OUT). AVE, SUITE 1600, SEATTLE, WA 96101 (206) 622-5622. 5. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, B. SOURCE DRAHING HAS MODIFIED BY TALASAEA CONSULTANTS FOR VISUAL ENHANGEMENT. NOT FOR CONSTRUCTION THESE PLAH5 HAVE BEEN 5UBMITTED TO THE APPROPRIATE A6ENGIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: 505,ECT TO REVISION SELECT BAGKFILL; REMOVE ROCKS, DEBRIS 4 SHARP OBJEGTS P/C CLA55 zoo SLEEVIN6 2x SIZE OF PIPE LATERAL OR MAIN LINE 3 SLEEVINO DETAIL OI PARKING ISLAND CURB O2 SLEEVE INTO ISLAND DRIP CONTROL VALVE HUNTER: QMODEL ICZ-101-25(40) OR MODEL PCZ-101-25(40) O4 LATERAL PIPE TO ISLAND OS LITERAL TO PLO CONNECTION © HUNTER PLO XX-XX-XX DRIP LINE (Z)HUNTER PLD-TEE (B)TUBING STAKE ( RUSH VALVE IRREGULAR ISLAND "A" v NOT TO SALE D)>mTm•IRRIGATION DETAIL NOTES: 1. SIZE DIFFER FLON AND PAGING BASED EN PUT AND SOIL PPE 2 RON VOW OF PLO TURNG RASED ON PUT AND SOIL TYPE. 3. SOME MOM DOWN FFIEFY 5' AND WNNN I' T All FRANC OUTLETS 4. 00 NOT EXCEED VEIOUL Y OF 5 FPS WITHIN TUBING, IF SIZE O ORP AREA CREATES WINTER GREATER TAN 5 FPS USE STANIMIRD UTFRAL PIPE TO CREATE SUPPLY HEADER FOR DIE GAP AREA 5. INSTALL RUSH VALVE AT POINT FURTHEST FROM SUPPLY PONT 6. THROUGHU RUSH UIERAL AND DPoPINE PRIOR TO FINAL CONNECTIONS 7. TUNT OFF UNE FOR PROPER OFEIEATON PRIOR TO O.hD6NG. CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO TEMPORARY SPRINKLERS SHALL BE INSTALLED ADJACENT TO HALKS, STREET, AND/OR PAVEMENT. AS -BUILT DRAWINGS OF DRIP IRRIGATION SYSTEM SHALL BE PREPARED IN FIELD BY CONTRACTOR, AS NECESSARY, AND DISCUSSED DURING CONSTRUCTION NITH LANDSCAPE ARCHITECT. 10. ALL CONTROL HIRE SPLICES SHALL BE MADE AT VALVE BOXES WITH NATERTIGHT ELECTRICAL SPLICES, BM, 5GOTT5 LOCK SEAL TACK 3676-16, OR EQUAL. 11. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL HIRE FOR JACKETED WIRE. ROUTE ONE SPARE HIRE FROM THE CONTROLLER TO THE LAST VALVES OF EACH MAINLINE BRANCH. COMMON HIRE SHALL BE WHITE. SINGLE STRAND HIRE SHALL BE A MINIMUM OF 14 GAUGE WITH SPARE HIRE TO BE ORANGE. 12. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. 15. PROVIDE MANUAL SHUT-OFF VALVE TO LINES ENTERING R16HT-OF-NAY WHEN ZONED. 14. DROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL BE TESTED UPON THE OR16INAL INSTALLATION. A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER SHALL PERFORM THE TESTING. THE TEST REPORT SHALL BE SUBMITTED TO THE LOCAL HATER DISTRICT AND OWNER. CONTRACTOR SHALL INCLUDE TESTING IN THE 5GOPE OF WORK. OWNER 15 RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 15. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED HITHIN 90 DAYS OF NOVEMBER FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PREGIPITATION CONDITIONS DETERMINE SERVICE NEED. 16. PROVIDE AUTOMATIC RAIN SHUT-OFF, AS APPROPRIATE, TO BE SELECTED BY OWNER. 11. IRRIGATION CONTRACTOR TO PROVIDE A ONE YEAR HARRANTY AGAINST DEFECTS IN MATERIALS AND HORKMAN5HIP. 1 CINL CONSTRUCTION PERMIT 1 103/12/211°RWrE0171 N uvm 2 CINL CONSTRUCTION PERMIT RESUBM17AL I W/31/21 _ AS NOTED aarom,u: w"o1pav w, 3 CIVIL CONSTRUCTION PERMIT RESUBM17AL 01/07/22 EP 4 CIVIL CONSTRUCTION PERMIT RESUBM17AL i 103/11/221PH 8 LK DATUM EP mI IF NOT FINE WON NO. REVISION BY DATE APPR nc ""ECpPp1NQLY R-4118131 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 MENNEN O CITY OF SCLERA RENTON 2842 NE SUNSET BLED RENTON, WA 98056 y Planning/Building/Public Works Dept. L I.O IRRIGATION 5PECIFICATION5 ssw'. O N O T 0 O T N Ln O M O O O O Q J CAM CAM CM 0 0 O 0 �Tr LL el