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L303 IRRIGATION DETAILS 03-28-2018
1L303WATER POINT OF CONNECTION AT BUILDINGNTS BPFSISOLATION VALVE, TYP.-SEE DETAIL BACKFLOW PREVENTOR-SEE PLUMBINGQUICK COUPLER, TYP.-SEE DETAIL METERED DOMESTIC WATERFROM BUILDING-SEE PLUMBINGIRRIGATION MAINLINE MANUAL DRAIN, TYP.-SEE DETAILMASTER VALVE(ELECTRIC CONTROL VALVE)-SEE DETAILFLOW SENSOR-SEE DETAIL BUILDING WALL NOTES:1.CONNECTION ASSEMBLY INFORMATIONSHOWN IS SCHEMATIC ONLY.2.SEE IRRIGATION PLAN, SPECIFICATION,AND LEGEND FOR MORE INFORMATION.3.COORDINATE BACKFLOW PREVENTORAND MAINLINE SIZE WITH PLUMBING ASNECESSARY.2L303SCHEMATIC D R I P L A Y O U T N T S N O T E S : 1 . D I A G R A M S H O W N I S S C H E M A T I C . L O C A T E D R I P M A N U A L D R A I N S , A I R R E L I E F V A L V E S A N D A D J A C E N T D I S T R I B U T I O N P I P I N G W I T H I N D R I P Z O N E P E R I M E T E R - S E E I R R I G A T I O N P L A N . 2 . I N S T A L L D R I P A I R R E L I E F V A L V E S A T T H E H I G H E S T P O I N T S O N D I S T R I B U T I O N P I P I N G . I N S T A L L O N E V A L V E P E R E A C H D R I P A R E A W I T H I N T H E D R I P Z O N E . 3 . I N S T A L L D R I P M A N U A L D R A I N S A T L O W E S T P O I N T S O N D I S T R I B U T I O N P I P I N G . I N S T A L L O N E V A L V E P E R E A C H D R I P A R E A W I T H I N T H E D R I P Z O N E . D R I P T U B I N G , T Y P . DI S T R I B U T I O N P I P I N G D R I P C O N T R O L V A L V E -S E E D E T A I L M A I N L I N E D R I P M A N U A L D R A I N , T Y P . -S E E D E T A I L S U P P L Y H E A D E R , T Y P . PV C I R R I G A T I O N S L E E V E , T Y P . A S N E C E S S A R Y -S E E D E T A I L D R I P A I R R E L I E F V A L V E , T Y P . -S E E D E T A I L D R I P M A N I F O L D -S E E D E T A I L A D J U S T A B L E F L O W B U B B L E R ( A F B ) T R E E O R S H R U B T R E E B U B B L E R D E T A I L S C A L E : N O T T O S C A L E 3 L 3 0 3 18" S P I R A L B A R B C O N N E C T I O N F L E X T U B I N G , 2 0 " L E N G T H P V C S x S x T T E E F I T T I N G S I Z E D F O R L A T E R A L L I N E A N D S P R I N K L E R I N L E T 1 " P V C L A T E R A L 2 4 " I N S T A L L M O U N D A R O U N D T R E E S T O H O L D W A T E R NOTES:1.TAPE & BUNDLE ALL WIRING AT10'-0" INTERVALS.2.TIE A LOOSE 20" LOOP INWIRING AT ALL CHANGES INDIRECTION GREATER THAN 30°UNTIE ALL LOOPS AFTERMAKING CONNECTIONS.3.BURY MARKING TAPE 6" ABOVEALL DIRECT BURIAL WIRING,LATERAL LINES, AND MAINLINE.4.ALL WIRING UNDER PAVEMENTSHALL BE THROUGH SLEEVES-SEE DETAIL.5.ALL SPLICES SHALL BE MADE INVALVE BOXES AND LOCATED ONAS-BUILT PLANS.TYPICAL SECTIONOF A SHARED TRENCH 18" MIN. DEPTH>2" PIPE: SEE SPECS4"MIN.FINISH GRADELATERALMAINLINELOW VOLTAGEWIRE IN CONDUIT IFAPPLICABLE, SEESPECIFICATIONS BEDDING ASSPECIFIED BACKFILL WITHEXCAVATIONMATERIAL REMOVEDFROM TRENCH12" MIN. DEPTH4L303IRRIGATION TRENCH1"=1'-0"6" MARKERTAPE, TYP. M A I N L I N E 5L303MANUAL DRAI N 1 " = 1 ' - 0 " F I N I S H G R A D E P V C S C H E D U L E 4 0 F I T T I N G S A N D S C H E D U L E 8 0 T H R E A D E D N I P P L E S , T Y P . 1 " B R O N Z E B A L L O R G A T E V A L V E G R A V E L S U M P W I T H A M I N . 3 C U B I C Y A R D S O F 1 1 / 2 " W A S H E D A G G R E G A T E W R A P P E D I N F I L T E R F A B R I C A S S P E C I F I E D 1 0 " R O U N D V A L V E B O X 3 / 4 " C R U S H E D M I N U S G R A V E L M A I N L I N E W I T H 1 " T E E O N B O T T O M 6 " D I A . P V C R I S E R , L E N G T H A S R E Q U I R E D 4" MIN. N O T E S : 1 . I N S T A L L M A N U A L D R A I N A T L O W E S T P O I N T O N M A I N L I N E . 2 . R I S E R T O B E S U P P O R T E D B Y G R A V E L . 3 . V A L V E A N D P I P I N G A S S P E C I F I E D . 4 . W H E R E V E R P O S S I B L E I N S T A L L V A L V E B O X E S I N P L A N T I N G B E D S . S E E I R R I G A T I O N P L A N F O R M O R E I N F O R M A T I O N . S C H E D U L E 8 0 P V C U N I O N , T Y P . N O T E S : 1 . A L L I R R I G A T I O N S L E E V I N G S H A L L B E ( 2 ) S I Z E S L A R G E R T H A N P I P E O R C O M B I N A T I O N O F P I P E S T H E R E I N E N C L O S E D , W I T H M I N I M U M S I Z E T O B E 4 " S C H E D U L E 4 0 P V C . 2 . S U P P L Y ( 1 ) E X T R A S L E E V E W I T H E A C H I R R I G A T I O N S L E E V E F O R C O N T R O L W I R E S . B O R E U N D E R E X I S T I N G P A V I N G W H E R E R E Q U I R E D . B O R E S E P A R A T E L Y F O R C O N T R O L W I R E S . 3 . B U R Y M A R K I N G T A P E A B O V E A L L S L E E V E S 6 " B E L O W P A V E M E N T . 4 . I N S T A L L 3 " H T I R R I G A T I O N " I " S T A M P I N P A V E M E N T W H E R E S L E E V E S A R E L O C A T E D U N D E R N E W P A V E M E N T . 5 . W H E N T R E N C H I N G P R O V I D E A 4 " C L E A R A N C E A R O U N D S I D E S O F S L E E V E S . S L O P E S I D E S O F T R E N C H P E R O S H A S P E C I F I C A T I O N S . S E C T I O N 2'-0", >2" PIPE: SEE SPECS 4" MIN. F I N I S H G R A D E I R R I G A T I O N S L E E V E C O N T R O L L E R W I R E S L E E V E I F A P P L I C A B L E B E D D I N G A S S P E C I F I E D B A C K F I L L W I T H E X C A V A T I O N M A T E R I A L R E M O V E D F R O M T R E N C H 6" 4 " M I N . 6 L 3 0 3 I R R I G A T I O N S L E E V E 1 " = 1 ' - 0 " 6 " M A R K E R T A P E , T Y P . 6 " M I N . 6" MIN. 18" TYP. N E A R E S T J O I N T I F A P P L I C A B L E S T A M P E D L E T T E R P A V E M E N T P A V E M E N T E D G E P L A N EXTEND SLEEVE 1'-0" BEYOND PAVEMENT I R R I G A T I O N S L E E V E 2" MIN.COVER 2" MIN. COVER NOTES:1.VALVE TO BESUPPORTED BYGRAVEL, PROVIDEBLOCK SHIM ASREQUIRED.2.SIZE VALVE AND PIPINGAS SPECIFIED.3.DIRECT BURIAL WIREMIN. 18/4 WIRE TOINTERFACE PANEL. MIN.RUN OF 1,000 LF4.WHEREVER POSSIBLEINSTALL VALVE BOXESIN PLANTING BEDS. SEEIRRIGATION PLAN FORMORE INFORMATION.CONTROL VALVEBRICK SUPPORTS, TYP.SCHEDULE 80 PVCUNION, TYP.DECODER SYSTEMIF APPLICABLEMAINLINE3/4" CRUSHED MINUS GRAVELSERVICE TEE10L303ELECTRIC CONTROL VALVE1 1/2"=1'-0" N O T E S : 1 . V A L V E T O B E S U P P O R T E D B Y G R A V E L , P R O V I D E B L O C K S H I M A S R E Q U I R E D . 2 . S I Z E V A L V E A N D P I P I N G A S S P E C I F I E D . 3 . D I R E C T B U R I A L W I R E M I N . 1 8 / 4 W I R E T O I N T E R F A C E P A N E L . M I N . R U N O F 1 , 0 0 0 L F 4 . W H E R E V E R P O S S I B L E I N S T A L L V A L V E B O X E S I N P L A N T I N G B E D S . S E E I R R I G A T I O N P L A N F O R M O R E I N F O R M A T I O N . F I N I S H G R A D E C O N T R O L V A L V E V A L V E B O X C O V E R S C H E D U L E 8 0 P V C U N I O N , T Y P . D E C O D E R S Y S T E M I F A P P L I C A B L E M A I N L I N E S E R V I C E T E E 3 M D B Y - 6 W A T E R P R O O F C O N N E C T O R , T Y P . 1 8 " - 2 4 " O F C O I L E D W I R E 11L303DRIP CONTRO L V A L V E 1 1 / 2 " = 1 ' - 0 " F I L T E R FINISH GRADE VALVE BOX COVER 3M DBY-6 WATERPROOFCONNECTOR, TYP.18"-24" OF COILED WIRE B R I C K S U P P O R T S , T Y P . 3 / 4 " C R U S H E D M I N U S G R A V E L DISTRIB.PIPING DISTRIB.PIPING N O T E S : 1 . S E E I R R I G A T I O N S P E C I F I C A T I O N A N D L E G E N D F O R M O R E I N F O R M A T I O N . 2 . I N S T A L L A T I O N T O B E C O M P L E T E D I N A C C O R D A N C E W I T H M A N U F A C T U R E R ' S S P E C I F I C A T I O N S . 3 . M O U N T C O N T R O L L E R A T E Y E L E V E L U N L E S S O T H E R W I S E N O T E D . 4 . C O N T R O L L E R S H A L L B E H A R D - W I R E D T O G R O U N D E D 1 1 0 V A C S O U R C E U N L E S S O T H E R W I S E N O T E D . C O O R D I N A T E I N S T A L L A T I O N W I T H E L E C T R I C A L . 5 . P R O V I D E I R R I G A T I O N Z O N E L I S T A S S P E C I F I E D . 1 2 L 3 0 3 C O N T R O L L E R 1 1 / 2 " = 1 ' - 0 " E N S U R E M I N I M U M C L E A R A N C E F O R D O O R O P E N I N G C O N T R O L L E R C O N D U I T C O N T R O L W I R E I N T E R I O R O R E X T E R I O R W A L L - S E E P L A N I R R I G A T I O N Z O N E L I S T C O N T R O L L E R P O W E R S O U R C E 1 5 L 3 0 3 S P R I N K L E R H E A D 3 " = 1 ' - 0 " N O T E S : 1 . D O U B L E S W I N G J O I N T S H A L L B E S C H E D U L E 8 0 P V C N I P P L E W I T H ( 3 ) M A R L E X S T R E E T E L B O W S . 2 . S P R I N K L E R N O Z Z L E , B O D Y A S S P E C I F I E D . 3 . I N S T A L L S P R I N K L E R S A M I N I M U M 1 2 " F R O M B U I L D I N G S A N D W A L L S . S P R I N K L E R B O D Y F I N I S H G R A D E D I S T R I B U T I O N P I P I N G D O U B L E S W I N G J O I N T L A T E R A L T E E O R E L L S P R I N K L E R N O Z Z L E 6 " 1 2 " T U R F , T Y P . 1 " P L A N T E R B E D , T Y P . A D J A C E N T H A R D S C A P E 1.TEMPORARY IRRIGATION FOR NON IRRIGATED SEEDING:Quick coupler valves located on the irrigation main line piping will beinstalled around the property. Quick couplers will supply water to batteryoperated valves and temporary irrigation laid out on the surface of nonirrigated areas.2. ALL TREES WILL BE IRRIGATED WITH A BUBBLER, SEE DETAIL3/L3033.IRRIGATION CONTROLLER TO BEWeathermatic Smartline® SL1600 Controller with Smartwire (2 wire).4.ON SITE WEATHER STATION TO BE WEATHERMATIC SLW15.IRRIGATION HEADS TO BE AS FOLLOWS:FOR BOULEVARDS AND AREAS UNDER 30'- Hunter MPR40 with matched precipitation rotorsFOR TURF AREAS OVER 30'-Rainbird 5000, PRESSURE REGULATEDATHLETIC FIELDS-Rainbird FALCON6.IRRIGATION FLOW SENSOR-Weathermatic SLF-COMBIFLOW7. DRIP IRRIGATION-Rainbird XFD drip line.IRRIGATION NOTES: D R A W N B Y | R E V I S I O N S © | A L L R I G H T S R E S E R V E D ® w w w . c t a g r o u p . c o m 8 0 0 . 7 5 7 . 9 5 2 2 C H E C K E D B Y | NEW BOZEMAN HIGH SCHOOL BOZEMAN, MONTANA 4450 ANNIE STREET C I T Y S U B M I T T A L 0 3 . 2 8 . 2 0 1 8 2 0 1 8 D A Y T O N R U S H 7 1 6 0 ST A T E O F M O N T A N A L A N D S C A P E A R C H ITECT L I C E N S E D L 3 0 3 I R R I G A T I O N D E T A I L S D O N O V A N - R U S H