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HomeMy WebLinkAboutCD-3987PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S S H E E T I N D E X V I C I N I T Y M A P D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 W A S T E W A T E R U T I L I T Y d c h r i s t e n 0 2 / 1 5 / 2 0 1 8 R E G I O N A L F I R E A U T H O R I T Y c t h o m a s 0 2 / 1 5 / 2 0 1 8 A P P R O V E D S U R F A C E W A T E R U T I L I T Y r s t r a k a 0 2 / 1 5 / 2 0 1 8 W A T E R U T I L I T Y A b d o u l G a f o u r 0 2 / 1 5 / 2 0 1 8 DEVELOPMENT ENGINEERING IFitz-James 02/15/2018SURFACE WATER UTILITY rstraka 02/15/2018 DEVELOPMENT ENGINEERING IFitz-James 02/15/2018SURFACE WATER UTILITY rstraka 02/15/2018 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 S U R F A C E W A T E R U T I L I T Y r s t r a k a 0 2 / 1 5 / 2 0 1 8 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S 4 C I T Y O F R E N T O N S T D 2 1 6 . 3 0 - C A T C H B A S I N F I L T E R 3 C I T Y O F R E N T I O N S T D 2 1 5 . 1 0 - S T A B I L I Z E D C O N S T R U C T I O N E N T R A N C E 2 C I T Y O F R E N T O N S T D 2 1 4 . 0 0 - S I L T F E N C E 1 1 S E D I M E N T S U M P & P U M P 1 0 S U B - B A S E F O R P E R M E A B L E P A V E M E N T 9CONSTRUCTION FENCING 8 T E M P O R A R Y E D G E P R O T E C T I O N 5CITY OF RENTON STD 217.00 - INTERCEPTOR DIKE 1CITY OF RENTON STD 211.00 - SEDIMENT TRAP 6 C I T Y O F R E N T O N S T D 2 1 7 . 1 0 - I N T E R C E P T O R S W A L E 7 C I T Y O F R E N T O N S T D 2 1 7 . 4 0 - C H E C K D A M S S P A C I N G A N D C R O S S S E C T I O N D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 S U R F A C E W A T E R U T I L I T Y r s t r a k a 0 2 / 1 5 / 2 0 1 8 DEVELOPMENT ENGINEERING IFitz-James 02/15/2018 DEVELOPMENT ENGINEERING IFitz-James 02/15/2018SURFACE WATER UTILITY rstraka 02/15/2018 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S 1 1 2 4 " B O L T - L O C K I N G M A N H O L E R I N G & C O V E R 9COR STD PLAN 204.10 - RECTANGULAR SOLID METAL COVER 5COR STD PLAN 204.00 - RECTANGULAR FRAME 3 C O R S T D P L A N 2 0 2 . 0 0 - C B I N S T A L L A T I O N 2 C O R S T D P L A N 2 0 1 . 0 0 - C B T Y P E 2 1COR STD PLAN 200.00 - CB TYPE 1 “ ” D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 S U R F A C E W A T E R U T I L I T Y r s t r a k a 0 2 / 1 5 / 2 0 1 8 2'-4"INSIDE RIMPLAN VIEW6"AASECTION A-ASECTION B-B A514"2'-0"INSIDE2'-012"OUTSIDE B 2'-4"2'-0"4'-434"5"5"4'-834"OUTSIDE RIM 2'-4"INSIDE RIM 2'-4"INSIDE RIMFLOWBBHFLOATABLESBAFFLEWEIR WALLCLEANOUTACCESS PLUGON WEIR WALL CONCRETE COLLARAND REBAR TO MEETHS20 IF APPLICABLE BYCONTRACTOR ACCESS COVERVANED INLET GRATEINLET STUB(OPTIONAL)INLET STUB(OPTIONAL)PERMANENTPOOL ELEVATION LIFTING EYE(TYP. OF 4)CARTRIDGESUPPORTCATCHBASIN FOOT(TYP. OF 4)OUTLET STUBOUTLET PIPEFROM FLOWKIT OPTIONALSLOPED LIDFINISHED GRADEFILTRATION BAYINLET PERMANENTPOOL ELEVATIONSTORMFILTERCARTRIDGE GENERAL NOTES1.CONTECH TO PROVIDE ALL MATERIALS UNLESS N O T E D O T H E R W I S E . 2.FOR SITE SPECIFIC DRAWINGS WITH DETAILED S T O R M F I L T E R C A T C H B A S I N S T R U C T U R E D I M E N S I O N S A N D W E I G H T S , P L E A S E C O N T A C T Y O U R CONTECH ENGINEERED SOLUTIONS LLC REPRE S E N T A T I V E . w w w . c o n t e c h E S . c o m 3.STORMFILTER CATCHBASIN WATER QUALITY ST R U C T U R E S H A L L B E I N A C C O R D A N C E W I T H A L L D E S I G N D A T A A N D I N F O R M A T I O N C O N T A I N E D I N THIS DRAWING.4.INLET SHOULD NOT BE LOWER THAN OUTLET. I N L E T ( I F A P P L I C A B L E ) A N D O U T L E T P I P I N G T O B E S P E C I F I E D B Y E N G I N E E R A N D P R O V I D E D B Y CONTRACTOR.5.MANUFACTURER TO APPLY A SURFACE BEAD W E L D I N T H E S H A P E O F T H E L E T T E R " O " A B O V E T H E O U T L E T P I P E S T U B O N T H E E X T E R I O R S U R F A C E OF THE STEEL SFCB.6.STORMFILTER CATCHBASIN EQUIPPED WITH 4 IN C H ( A P P R O X I M A T E ) L O N G S T U B S F O R I N L E T ( I F A P P L I C A B L E ) A N D O U T L E T P I P I N G . S T A N D A R D OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIM U M O U T L E T S T U B I S 1 5 I N C H E S I N D I A M E T E R . C O N N E C T I O N T O C O L L E C T I O N P I P I N G C A N B E M A D E USING FLEXIBLE COUPLING BY CONTRACTOR.7.STEEL STRUCTURE TO BE MANUFACTURED OF 1 / 4 I N C H S T E E L P L A T E . C A S T I N G S S H A L L M E E T A A S H T O M 3 0 6 L O A D R A T I N G . T O M E E T H S 2 0 L O A D RATING ON STRUCTURE, A CONCRETE COLLAR I S R E Q U I R E D . W H E N R E Q U I R E D , C O N C R E T E C O L L A R W I T H # 4 R E I N F O R C I N G B A R S T O B E P R O V I D E D BY CONTRACTOR.8.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, P A S S I V E , S I P H O N A C T U A T E D , R A D I A L F L O W , A N D S E L F C L E A N I N G . R A D I A L M E D I A D E P T H S H A L L B E 7-INCHES. FILTER MEDIA CONTACT TIME SHALL B E A T L E A S T 3 8 S E C O N D S . 9.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER T R E A T M E N T C A P A C I T Y ( g p m ) D I V I D E D B Y T H E F I L T E R C O N T A C T S U R F A C E A R E A ( s q f t ) . INSTALLATION NOTESA.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI- F L O T A T I O N P R O V I S I O N S A R E S I T E - S P E C I F I C D E S I G N C O N S I D E R A T I O N S A N D S H A L L B E S P E C I F I E D B Y ENGINEER OF RECORD.B.CONTRACTOR TO PROVIDE EQUIPMENT WITH S U F F I C I E N T L I F T I N G A N D R E A C H C A P A C I T Y T O L I F T A N D S E T T H E C A T C H B A S I N ( L I F T I N G C L U T C H E S PROVIDED).C.CONTRACTOR TO TAKE APPROPRIATE MEASUR E S T O P R O T E C T C A R T R I D G E S F R O M C O N S T R U C T I O N - R E L A T E D E R O S I O N R U N O F F . FILTRATIONBAY INLETFLOW KIT 1'-0"COLLARCATCHBASIN FOOT(TYP. OF 4)STORMFIL T E R S T E E L C A T C H B A S I N D E S I G N N O T E S CARTRIDGE HEIGHTSPECIFIC FLOW RATE (gpm/sf)CARTRIDGE FLOW RATE (gpm)RECOMMENDED HYDRAULIC DROP (H) 2 7 " 1 8 " 1 8 " D E E P 3 . 0 5 ' 2 . 3 ' 3 . 3 ' STORMFILTER TREATMENT CAPACITY IS A FUNCTI O N O F T H E C A R T R I D G E S E L E C T I O N A N D T H E N U M B E R O F C A R T R I D G E S . 1 C A R T R I D G E C A T C H B A S I N HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS S H O W N W I T H A 2 7 " C A R T R I D G E , A N D I S A L S O A V A I L A B L E W I T H A N 1 8 " C A R T R I D G E . S T O R M F I L T E R CATCHBASIN CONFIGURATIONS ARE AVAILABLE W I T H A D R Y I N L E T B A Y F O R V E C T O R C O N T R O L . PEAK HYDRAULIC CAPACITY PER TABLE BELOW. I F T H E S I T E C O N D I T I O N S E X C E E D P E A K H Y D R A U L I C C A P A C I T Y , A N U P S T R E A M B Y P A S S S T R U C T U R E I S REQUIRED.CARTRIDGE SELECTION 1 8 . 7 9 1 2 . 5 3 1 2 . 5 3 2 g p m / s f 2 2 . 5 1 1 . 2 5 1 5 1 5 7 . 5 7 . 5 1 . 6 7 * g p m / s f 1 g p m / s f 2 g p m / s f 1 . 6 7 * g p m / s f 1 g p m / s f 2 g p m / s f 1 . 6 7 * g p m / s f 1 g p m / s f * 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED W I T H P H O S P H O S O R B ® ( P S O R B ) M E D I A O N L Y INLET PERMANENT POOL LEVEL (A) 1 ' - 0 " 1 ' - 0 " 2 ' - 0 " PEAK HYDRAULIC CAPACITY 1 . 0 1 . 0 1 . 8 OVERALL STRUCTURE HEIGHT (B) 4 ' - 9 " 3 ' - 9 " 4 ' - 9 " C O N F I G U R A T I O N S T R U C T U R E I D W A T E R Q U A L I T Y F L O W R A T E ( c f s ) P E A K F L O W R A T E ( < 1 c f s ) R E T U R N P E R I O D O F P E A K F L O W ( y r s ) C A R T R I D G E F L O W R A T E ( g p m ) M E D I A T Y P E ( P E R L I T E , Z P G , P S O R B ) R I M E L E V A T I O N P I P E D A T A : I . E . D I A M E T E R I N L E T S T U B O U T L E T S T U B N O T E S / S P E C I A L R E Q U I R E M E N T S : 1 - C A R T R I D G E C A T C H B A S I N S T O R M F I L T E R D A T A S L O P E D L I D S O L I D C O V E R O U T L E T I N L E T I N L E T O U T L E T I N L E T I N L E T C A R T R I D G E H E I G H T ( 2 7 " , 1 8 " , 1 8 " D E E P ) S D # 2 . 0 1 4 . 0 9 6 1 0 0 7 . 5 Z P G 2 0 8 . 7 5 ' 2 0 6 . 4 5 ' 6 " 2 0 6 . 4 5 ' 8 " Y E S \ N O Y E S \ N O 1 8 " I . E . D I A M E T E R S D # 1 0 . 0 0 4 . 0 2 9 1 0 0 7 . 5 Z P G 2 1 0 . 3 0 ' 2 0 9 . 3 0 ' 6 " 2 0 8 . 0 0 ' 8 " 1 8 " Y E S \ N O Y E S \ N O PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S 7 T R E N C H D R A I N 6 CON C R E T E C A T C H B A S I N S T O R M F I L T E R - 2 C A R T R I D G E U N I T 4 C O R S T D P L A N 2 6 4 . 0 0 - S O I L A M E N D M E N T S E C T I O N S 2 COR STD PLA N 2 0 4 . 6 0 - M I S C D E T A I L S F O R D R A I N A G E S T R U C T U R E S 1COR STD PLAN 204.20 - RECTANGULAR VANED GRATE 3 C O R S T D P L A N 2 2 0 . 0 0 - P I P E C O M P A C T I O N D E S I G N A N D B A C K F I L L D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 S U R F A C E W A T E R U T I L I T Y r s t r a k a 0 2 / 1 5 / 2 0 1 8 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S 5CLEAN-OUT TO GRADE 2 F O O T I N G D R A I N 1 1 N O T U S E D 1 0 D I S C H A R G E P A D 9FLOW CONTROL STRUCTURE (FCS) 6 A R E A D R A I N 8 N O T U S E D 3 G R A V E L P A T H A N D I N T E R C E P T O R T R E N C H 7 D O W N S P O U T C O N N E C T I O N D E T A I L 4 N O T U S E D D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 S U R F A C E W A T E R U T I L I T Y r s t r a k a 0 2 / 1 5 / 2 0 1 8 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S 1 1 N O T U S E D 1 0 N O T U S E D 6 B I O R E T E N T I O N F A C I L I T Y W I T H I N F I L T R A T I O N T R E N C H 8 C O R S T D P L A N 2 6 2 . 4 0 - B I O R E T E N T I O N - O V E R F L O W O U T L E T S T R U C T U R E 7 C O R S T D P L A N 2 6 2 . 0 0 - B I O R E T E N T I O N S E C T I O N ( N O U N D E R D R A I N ) 9NOT USED D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 S U R F A C E W A T E R U T I L I T Y r s t r a k a 0 2 / 1 5 / 2 0 1 8 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 S U R F A C E W A T E R U T I L I T Y r s t r a k a 0 2 / 1 5 / 2 0 1 8 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 S U R F A C E W A T E R U T I L I T Y r s t r a k a 0 2 / 1 5 / 2 0 1 8 DEVELOPMENT ENGINEERING IFitz-James 02/15/2018WASTEWATER UTILITY dchristen 02/15/2018 SURFACE WATER UTILITY rstraka 02/15/2018WATER UTILITY Abdoul Gafour 02/15/2018 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S 1 1 C O R S T D P L A N 1 0 3 - C U R B A N D G U T T E R R E P L A C E M E N T 1 0 C O R S T D P L A N 1 0 1 - C E M E N T C O N C R E T E C U R B S 8 A D A S I G N W / P O S T 7 P L A S T I C W H E E L S T O P 6 C O N C R E T E V E R T I C A L C U R B T Y P I C A L 5ASPHALT CONCRETE TRANSITION 3 A D A S T A L L A N D B L O C K O U T S T R I P I N G 2 C O N C R E T E W A L K W A Y 1HEAVY DUTY CONCRETE PAVEMENT9HEAVY DUTY PERMEABLE PAVEMENT D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 S U R F A C E W A T E R U T I L I T Y r s t r a k a 0 2 / 1 5 / 2 0 1 8 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S 4 C O R S T D 3 1 0 . 3 H Y D R A N T M A R K E R L A Y O U T 3 C O R S T D 3 1 0 . 1 F I R E H Y D R A N T A S S E M B L Y 1COR STD PLAN 300.0 WATER PLAN GENERAL NOTES 2 COR STD PLAN 3 0 0 . 1 C O N N E C T I O N T O W M W / T A P P I N G T E E & V A L V E 1 1 C O R S T D P L A N 4 0 3 . 1 - 8 " O R 6 " S S C O 1 0 C O R S T D P L A N 3 6 0 . 5 D O U B L E C H E C K V A L V E A S S E M B L Y 9COR STD PLAN 340.8 3/4" TO 2" DCVA ASSEMBLY 8 C O R S T D P L A N 3 3 0 . 3 C O N C R E T E B L O C K I N G F O R V E R T I C A L F I T T I N G S 6 C O R S T D P L A N 3 2 0 . 3 2 " A N D 1 - 1 / 2 " W A T E R S E R V I C E 5COR STD PLAN 320.1 3/4" AND 1" WATER SERVICE 7 C O R S T D P L A N 3 3 0 . 2 C O N C R E T E B L O C K I N G D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 W A T E R U T I L I T Y A b d o u l G a f o u r 0 2 / 1 5 / 2 0 1 8 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S 1COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH 2 C O R S T D P L A N 1 0 2 C E M E N T C O N C R E T E S I D E W A L K 1 1 W E S T E N T R A N C E D E T A I L 6 C D F T R E N C H B A C K F I L L 5COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION 1 0 A S P H A L T P A V E M E N T - H E A V Y D U T Y - A L T 9ASPHALT PAVEMENT - HEAVY DUTY 4 C O R S T D P L A N 1 0 4 . 4 - C E M E N T C O N C R E T E D R I V E W A Y E N T R A N C E 3 C O R S T D P L A N 1 0 4 . 2 - C E M E N T C O N C R E T E D R I V E W A Y E N T R A N C E D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 PROEERALENGINFESSION N O T GSTAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S 1 1 N O T U S E D 1 0 N O T U S E D 9WATER UTILITY NOTES 7 C U R B T A P E R 6 S A N I T A R Y S E W E R N O T E S 4 1 8 " x 1 8 " A R E A D R A I N 3 L A N D S C A P E M A I N T E N A N C E S T R I P 8 C O R S T D P L A N 1 2 9 - S I G N M O U N T I N G O N S I N G L E M E T A L P O S T D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 6' & Ä   Ä     #.6#5748'; 06*56#.6# %+6;1(4'0610 (+ 4 ' 5 6 # 6 + 1 0    .7 #   Ä       %  Ä       (+ 4 ' 5 6 # 6 + 1 0    4Ä 24   Ä        1L1.02 SOIL PREPARATION IN SHRUB& GROUNDCOVER AREAS, TYP2L1.02 SOIL PREPARATIONIN LAWN AREA, TYP 1L1.03 GROUNDCOVER & SHRUB PLANTING, TYP3L1.03 BOULDER INLANDSCAPE, TYP4L1.02 MULTI-TRUNKDECIDUOUSTREE PLANTING3L1.02 DECIDUOUS TREE PLANTING, TYP2L1.03 CONCRETE MOW STRIPIN LANDSCAPE, TYP FIREFIGHTERPARKINGHYDRANT, SEE CIVIL DWGS PROPOSED PROJECTSEPARATION LINEARBORVITAEHEDGE, TYP PHASE INSTALLED BYRESERVOIR CONTRACTORPHASE INSTALLED BY FIRESTATION CONTRACTOR FIRE STATIONPLANTING PLANNORTH 30TH STREET PUBLICPARKING F E N C E & M A N U A L G A T E , S E E A R C H D W G S PROPERTYLINE, TYP PROPERTYLINE / ZONECHANGE, TYP R E T A I N I N G W A L L , T Y P , S E E C I V I L D W G S G E N E R A T O R , S E E A R C H D W G S T R A S H E N C L O S U R E , S E E A R C H D W G S PATIOPATIOFIRE TRUCKSIGHT DISTANCE;NO TREES, TYP SCREEN WALL,SEE ARCH DWGS 46QUARRYSPALLS, TYP HAND-HOLE, SEE ELECTRICAL DWGS H A N D - H O L E , S E E E L E C T R I C A L D W G S 18'-3"C L6'-0"CL SLIDINGGATE, SEEARCH DWGS FIRE STATION BUILDING(SEE ARCH DWGS) C I T Y F I B E R V A U L T , S E E C I V I L D W G S FUTUREPROPERTY LINE FLAGPOLE, SEEARCH DWGSBIKE RACKS, SEEARCH DWGS 20'-0"20'-5"LIGHTPOLE W/CONCRETE BASE,SEE ARCH DWGSFIRE HYDRANT,SEE CIVIL DWGS 20'-0"ELECTRICAL TOWER W/CONCRETE PAD, SEEELECTRICAL DWGS PROPOSEDRESERVOIR Shaded tone area indicates extent of area tobe cleared, grubbed, excavated and toreceive new topsoil & hydroseed as indicatedon Detail I, Sheet L-2 (approx 6,200 SF).Shaded tone area indicates extent of area to be cleared,grubbed, excavated and to receive new topsoil & mulch to t h e depths indicated on Detail J, Sheet L-2 (approx 2,450SF).NOTE: verify location of underground power before excavati n g ! Protect & preserveTree #24 Prunuspadus, 15' R root zoneRESERVOIRPLANTING PLANFIRE STATION PLANTING PLAN1 RESERVOIR PLANTING PL A N B Y O T H E R S FOR REFEREN C E O N L Y 2 0 ' 1 0 ' 4 0 ' S C A L E 0 ' N O R T H C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S ST A T E O F W A S H I N G T O N N O . 8 . J U L I E T B . V O N G 6 7 E X P L I C E N S E D L A N D S C A P E A R C H ITECT 2 0 6 . 6 8 2 . 3 0 5 1 p h o n e 2 0 6 . 6 8 2 . 3 2 4 5 f a x 2 1 5 W E S T L A K E A V E N U E N O R T H S E A T T L E , W A 9 8 1 0 9 0 2 / 2 0 1 8 F I R E S T A T I O N 1 5 1 4 0 4 N 3 0 T H S T R E E T R E N T O N , W A 9 8 0 5 6 P L A N T I N G P L A N R - 3 9 8 7 2 0 TED-40-3987FIRE STATION 15L1.01A FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490 C U R R E N T P L A N N I N G c c l o s e 0 2 / 1 5 / 2 0 1 8 FIRE S T A T I O N P L A N T I N G L E G E N D FIRE STATION PLANT SCHEDULEFIRE S T A T I O N P L A N T I N G A B B R E V I A T I O N S TREES4FIRE S T A T I O N P L A N T I N G N O T E S Nyssa sylvatica 'JFS-Red' /FIRESTARTER® TUPELO SYMQTYSCIENTIFIC / COMMON NAMESREMARKS2" CAL; B&B/FABRIC BAG; FULL, WELLBRANCHED & WELL ROOTED; STRAIGHTCENTRAL LEADER & SINGLE TRUNK;SYMMETRICAL BRANCHING HABIT 3Acer griseum /PAPERBARK MAPLE 2 1/2" CAL B&B/FABRIC BAG; FULL, WELLBRANCHED & WELL ROOTED; SINGLE-TRUNKED;MIN 5' BRANCHING HT; SYMMETRICALVASE-SHAPED BRANCHING HABIT2 GAL CONT; FULL, WELLBRANCHED & WELL ROOTED Brachyglottis greyi 'Sunshine' /DAISY BUSH 301 GAL CONT; FULL, WELLBRANCHED & WELL ROOTED Juniperus x pfitzeriana 'Aurea Improved' /GOLD COAST JUNIPER 1691 GAL CONT; FULL, WELLBRANCHED & WELL ROOTED 184 1Acer saccharum /SUGAR MAPLE1 GAL CONT; FULL, WELLBRANCHED & WELL ROOTED Mahonia nervosa /LONGLEAF MAHONIA 114 5 GAL CONT; FULL, WELLBRANCHED & WELL ROOTED Mahonia aquifolium /OREGON GRAPE 12 5 GAL CONT; FULL, WELL BRANCHED & WELLROOTED; MULTI-TRUNKED WITH 3 MAIN TRUNKS Acer circinatum /VINE MAPLE 105 GAL CONT; FULL, WELLBRANCHED & WELL ROOTED Ribes sanguineum /RED FLOWERING CURRANT 51 GAL CONT; FULL, WELLBRANCHED & WELL ROOTED Nandina domestica 'Firepower' /FIREPOWER HEAVENLY BAMBOOGROUNDCOVERS 5161 GAL CONT; FULL & WELL ROOTED;TRIANGULAR SPACING @ 18" OC Hakonechloa macra 'Aureola' /GOLDEN JAPANESE FOREST GRASS 219Pennisetum alopecuroides 'Little Bunny' /LITTLE BUNNY FOUNTAIN GRASS 159 2 GAL CONT; FULL, WELL BRANCHED & WELLROOTED; TRIANGULAR SPACING @ 24" OC;INTERMIX BOTH SPECIES 50% Gaultheria shallon /SALAL 339Prunus laurocerasus 'Mt. Veron' /MT. VERNON ENGLISH LAUREL 160SEE SPECSSOD LAWN1,494 SF3" DEPTHMULCH ONLY 2 GAL CONT; FULL, WELLBRANCHED & WELL ROOTED Euonymus alatus 'Compactus' /COMPACT BURNING BUSH 11 SHRUBS 5 GAL CONT; STRAIGHT FORM; FULL, WELLBRANCHED & WELL ROOTED Thuja occidentalis 'Emerald Green' /EMERALD GREEN ARBORVITAE 6150% Rhus aromatica 'Gro-Low' /GRO-LOW FRAGRANT SUMAC 339125 SF 3" CAL; B&B/FABRIC BAG; FULL, WELLBRANCHED & WELL ROOTED; STRAIGHTCENTRAL LEADER & SINGLE TRUNK;SYMMETRICAL BRANCHING HABIT 1Acer griseum /PAPERBARK MAPLE 2 1/2" CAL B&B/FABRIC BAG; FULL, WELLBRANCHED & WELL ROOTED; MULTI-TRUNKED; 2OR 3 TRUNKS; MIN 5' BRANCHING HT;SYMMETRICAL VASE-SHAPED BRANCHING HABIT1 GAL CONT; FULL & WELL ROOTED;TRIANGULAR SPACING @ 12" OC;INTERMIX ALL SPECIES 25% Juncus ensifolius /DAGGER-LEAF RUSH 8425% Juncus patens /SPREADING RUSH 8425% Juncus tenuis /SLENDER RUSH 8425% Scirpus microcarpus /SMALL-FRUITED BULRUSH 84 #/NO N U M B E R %P E R C E N T &A N D @ A T ARCHA R C H I T E C T U R E ABBRA B B R E V I A T I O N S APPROXA P P R O X I M A T E B&B B A L L E D & B U R L A P P E D CAL C A L I P E R ℄C E N T E R L I N E C L R C L E A R C O N T C O N T A I N E R D I A D I A M E T E R D W G S D R A W I N G S E A E A C H E Q E Q U A L E X E X I S T I N G G A L G A L L O N H T H E I G H T L F L I N E A R F E E T M A X M A X I M U M M I N M I N I M U M O C O N C E N T E R L B S P O U N D S Q T Y Q U A N T I T Y R E P R E P R E S E N T A T I V E S P E C S P E C I F I C A T I O N S Q S Q U A R E S Y M S Y M B O L T Y P T Y P I C A L W / W I T H DET A I L I D E N T I F I C A T I O N SHE E T I D E N T I F I C A T I O N 1L1.02 P R O P O S E D S I T E C O N T O U R S , S E E C I V I L E X S I T E C O N T O U R S , S E E C I V I L P R O P E R T Y L I N E F U T U R E P R O P E R T Y L I N E 2 , 0 0 0 - 4 , 0 0 0 L B S L A N D S C A P E B O U L D E R 6 , 0 0 0 - 8 , 0 0 0 L B S L A N D S C A P E B O U L D E R 4 6 1.ANY DISC R E P A N C I E S W / T H E D W G S A N D / O R S P E C S & S I T E C O N D I T I O N S SHALL BE B R O U G H T T O T H E A T T E N T I O N O F T H E O W N E R ' S R E P P R I O R T O PROCEEDI N G W / C O N S T R U C T I O N . 2.THE CONT R A C T O R I S R E S P O N S I B L E F O R L O C A T I N G U T I L I T I E S P R I O R T O BEGINNIN G C O N S T R U C T I O N . 3.COORDIN A T E P L A N T M A T E R I A L & B O U L D E R L O C A T I O N S W / S P R I N K L E R IRRIGATIO N H E A D L O C A T I O N S T O A V O I D A N Y C O N F L I C T S . 4.INSTALL G R O U N D C O V E R S I N A T R I A N G U L A R P A T T E R N A T S P A C I N G S H O W N IN THE PL A N T S C H E D U L E . W H E R E G R O U N D C O V E R A B U T S C U R B I N G , W A L L S , OR WALK S , M I N P L A N T I N G D I S T A N C E S H A L L B E T W E L V E ( 1 2 ) I N C H E S F R O M SAME UNL E S S O T H E R W I S E N O T E D . I N S T A L L G R O U N D C O V E R S C O N T I N U O U S IN BETWE E N S H R U B P L A N T I N G S . 5.LANDSCA P E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R A N Y COORDIN A T I O N W / S U B C O N T R A C T O R S A S R E Q U I R E D T O A C C O M P L I S H PLANTING O P E R A T I O N S . 6.PLANTING D R A W I N G I S B A S E D U P O N S I T E B A S E D R A W I N G S D A T E D NOVEMBE R 7 , 2 0 1 7 . P R E P A R E D B Y : L P D E N G I N E E R I N G P L L C & S C H R E I B E R STARLING & W H I T E H E A D A R C H I T E C T S . 1 GAL CONT; FULL & WELL ROOTED;TRIANGULAR SPACING @ 18" OC2 GAL CONT; FULL, WELL BRANCHED & WELLROOTED; TRIANGULAR SPACING @ 24" OC Rosa x 'Noara' P.P.# 11308 /FLOWER CARPET REDGROUNDCOVER ROSE2 GAL CONT; FULL, WELLBRANCHED & WELL ROOTED Cornus sercea 'Kelseyi' /KELSEYI DOGWOOD 271 Note: An a u t o m a t i c i r r i g a t i o n s y s t e m h a s n o t b e e n p r o v i d e d f o r t h i s d e s i g n . D r o u g h t - t o l e r a n t s p e c i e s and a 8- i n c h m a t o f m o i s t u r e - r e t a i n i n g t o p s o i l h a v e b e e n s p e c i f i e d i n l i e u o f a n i r r i g a t i o n s y s t e m . Contract o r s h a l l m o n i t o r t h e c o n d i t i o n o f t h e p l a n t m a t e r i a l f o r a p e r i o d o f o n e ( 1 ) y e a r f o l l o w i n g acceptan c e o f t h e w o r k a n d m a n u a l l y w a t e r a s n e c e s s a r y . C o n t r a c t o r s h a l l m o n i t o r w e e k l y . Note: Al l p l a n t i n s t a l l a t i o n t o t a k e p l a c e b e t w e e n O c t o b e r 1 5 - M a r c h 1 s t u n l e s s a u t h o r i z e d b y t h e Engineer a n d O w n e r . Maintena n c e : E n h a n c e m e n t s i t e w i l l b e a d d e d t o t h e F o r e s t M a n a g e m e n t m a i n t e n a n c e i n v e n t o r y and will b e w a t e r e d a n d m a i n t a i n e d f o r a m i n i m u m o f 3 y e a r s B o t a n i c a l N a m e C o m m o n N a m e S i z e N o t e s Q u a n t i t y T R E E S A c e r c i r c i n a t u m V i n e M a p l e 5 g a l . m i n . 3 ' t a l l , m u l t i t r u n k 1 1 C o r n u s m a s ' H i l l i e r ' s U p r i g h t ' C o r n e l i a n C h e r r y D o g w o o d 2 g a l . s i n g l e t r u n k , B & B 8 P s e u d o t s u g a m e n z i e s i i D o u g l a s F i r 5 g a l . m i n . 6 ' t a l l , B & B 2 1 T h u j a p l i c a t a W e s t e r n R e d C e d a r 5 g a l . m i n . 6 ' t a l l , B & B 9 E V E R G R E E N S H R U B S G a u l t h e r i a s h a l l o n S a l a l 1 g a l . 4 8 P o l y s t i c h u m m u n i t u m S w o r d F e r n 1 g a l . 3 4 R h a m n u s f r a n g u l a ' C o l u m n a r i s ' T a l l h e d g e B u c k t h o r n 5 g a l . f i e l d l o c a t e d f o r s c r e e n 9 S p i r a e a j a p o n i c a J a p a n e s e S p i r e a 2 g a l . 5 V a c c i n i u m o v a t u m E v e r g r e e n H u c k l e b e r r y 1 g a l . 2 2 V i b u r n u m x b o d n a n t e n s e B o d n a n t V i b u r n u m 2 g a l . 2 G R O U N D C O V E R S F r a g a r i a c h i l o e n s i s B e a c h S t r a w b e r r y 4 " p o t t o b e f i e l d l o c a t e d b y 2 1 6 O w n e r ' s R e p . M E A D O W S E E D M I X 5 0 % P e r e n n i a l R y e g r a s s 8 l b s m i x / 1 , 0 0 0 S F 2 0 % C r e e p i n g R e d F e s c u e 2 0 % C h e w i n g s F e s c u e 1 0 % H a r d F e s c u e RESE R V O I R P L A N T I N G N O T E S C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S ST A T E O F W A S H I N G T O N N O . 8 . J U L I E T B . V O N G 6 7 E X P L I C E N S E D L A N D S C A P E A R C H ITECT 2 0 6 . 6 8 2 . 3 0 5 1 p h o n e 2 0 6 . 6 8 2 . 3 2 4 5 f a x 2 1 5 W E S T L A K E A V E N U E N O R T H S E A T T L E , W A 9 8 1 0 9 0 2 / 2 0 1 8 R E S E R V O I R P L A N T S C H E D U L E B Y O T H E R S F O R R E F E R E N C E O N L Y F I R E S T A T I O N 1 5 1 4 0 4 N 3 0 T H S T R E E T R E N T O N , W A 9 8 0 5 6 P L A N T I N G S C H E D U L E , L E G E N D , A B B R & N O T E S R - 3 9 8 7 2 1 TED-40-3987FIRE STATION 15L1.01B FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490 C U R R E N T P L A N N I N G c c l o s e 0 2 / 1 5 / 2 0 1 8 12" GREATERTHAN DIA OFROOTBALL 5'-0" STAKE HTROOTBALLDEPTH1'MIN 3'-0"TREE TRUNKSECTIONUNDISTURBED EX SOIL OR EX SOIL COMPACTEDTO 85% MAX DRY DENSITY, VERIFY POSITIVEDRAINAGE PRIOR TO CONSTRUCTION TREE TRUNKPLANFINISH GRADE PRIOR TO PLACI N G M U L C H 1:1 SLOPE ON SIDES OF PLANTING HOL E ROOTBALL TREE STAKE 12"-1" WIDE WE B B E D F A B R I C T A P E ( A R B O R T I E O R APPROVED EQ U A L ) , S E C U R E T O T R E E S T A K E WITH #2 PENN Y C O M M O N N A I L ( O N E P E R S T A K E ) LOOP DIAMETE R S H A L L B E 6 " - 8 " G R E A T E R T H A N T R E E TRUNK DIAMET E R , S E C U R E L O O P W I T H O V E R H A N D SLIPKNOT, PUL L E D A G A I N S T A S E C O N D O V E R H A N D KNOT, TIED ON T H E W E B B E D F A B R I C T A P E WEBBED FABRIC TAPE (2) 2" DIA WOOD DOWELED TREE STAKES W I T H C H A M F E R E D TOP & 6" CONICAL POINT BOTTOM, KEEP C L E A R O F R O O T B A L L TOP OF ROOT CROWN TO BE 1" HIGHER T H A N F I N I S H G R A D E 3" MULCH DEPTHBACKFILL WITH PLANTING SOIL, WHEN H O L E I S H A L F FILLED THOROUGHLY WATER SETTLE, T H E N A D D REMAINING SOIL AND WATER SETTLE A S E C O N D T I M E AFTER PLACING TREE IN PLANTING PIT, C U T A N D C O M P L E T E L Y REMOVE STRINGS, TWINE, AND/OR WIR E B A S K E T S F R O M R O O T B A L L ; COMPLETELY REMOVE FABRIC GROW B A G S & B U R L A P ; D I S C A R D A L L REMOVED MATERIAL; DO NOT BURY RE M O V E D M A T E R I A L I N PLANTING PIT SELF-WATERINGTREE BAG STEP 1EXCAVATE EXISTING SOIL TO 24" DEPTH BELOWTOP OF ADJACENT CURB OR PAVING. AVOIDUNDERMINING ADJACENT CURB OR PAVINGSUBBASE MATERIAL. REMOVE SUBBASE FILLMATERIAL FROM PLANTING AREA AND PROVIDEPERCOLATION TEST PER SPECS, PRIOR TOPROCEEDING TO STEP 2.STEP 2APPLY SOIL AMENDMENTS & SCARIFY SUBGRADETO A MIN 6" DEPTH. OWNER'S REPRESENTATIVESHALL REVIEW & APPROVE WORK IN WRITINGPRIOR TO PROCEEDING TO STEP 3.STEP 3INSTALL MIN 18" DEPTH OF PLANTING SOIL IN 3 EQLIFTS. WATER SETTLE/COMPACT EACH LIFT PRIORTO INSTALLING THE NEXT LIFT.STEP 4INSTALL 3" DEPTH COMPOST & SOILAMENDMENTS. SCARIFY TO A MIN 6" DEPTH INTOPLANTING SOIL. OWNER'S REPRESENTATIVESHALL REVIEW & APPROVE WORK IN WRITINGPRIOR TO PROCEEDING TO STEP 5.STEP 5INSTALL PLANTS.STEP 6INSTALL 3" DEPTH MULCH.NOTES1.ALL DIMENSIONS INDICA T E COMPACTED DEPTHS.2.SEE CIVIL DWGS FOR SO I L PREP IN BIOSWALE.STEP 1STEP 3STEP 2 3" DEPTH MULCH, INSTALL TOP OF MULCH FLUSHWITH TOP OF ADJACENT CURB OR PAVINGLEVEL WITH TOPOF ADJACENTCURB OR PAVING INSTALL PLANTS PLANTING SOILST E P 6 STEP 5 UNDISTURBED EXISTINGSOIL OR FILLCOMPACTED TO 85%MAXIMUM DRY DENSITY,TYP; VERIFY POSITIVEDRAINAGE PRIOR TOCONSTRUCTIONSECTION 6"15"3" EQ24"6"STEP 4 FINISH GRADECOMPOST3"EQEQ 6" 18" S T E P 1 E X C A V A T E E X I S T I N G S O I L T O 1 2 " D E P T H B E L O W T O P O F A D J A C E N T C U R B O R P A V I N G . A V O I D U N D E R M I N I N G A D J A C E N T C U R B O R P A V I N G S U B B A S E M A T E R I A L . R E M O V E S U B B A S E F I L L M A T E R I A L F R O M L A W N A R E A A N D P R O V I D E P E R C O L A T I O N T E S T P E R S P E C S , P R I O R T O P R O C E E D I N G T O S T E P 2 . S T E P 2 A P P L Y S O I L A M E N D M E N T S & S C A R I F Y S U B G R A D E T O A M I N 6 " D E P T H . O W N E R ' S R E P R E S E N T A T I V E S H A L L R E V I E W & A P P R O V E W O R K I N W R I T I N G P R I O R T O P R O C E E D I N G T O S T E P 3 . S T E P 3 I N S T A L L M I N 1 0 " D E P T H O F L A W N S O I L I N 2 E Q U A L L I F T S . W A T E R S E T T L E / C O M P A C T E A C H L I F T P R I O R T O I N S T A L L I N G T H E N E X T L I F T . S T E P 4 I N S T A L L 1 " D E P T H C O M P O S T & S O I L A M E N D M E N T S . S T E P 5 S C A R I F Y T O A M I N 3 " D E P T H I N T O P L A N T I N G S O I L . C O M P A C T & R A K E P E R S P E C S . O W N E R ' S R E P R E S E N T A T I V E S H A L L R E V I E W & A P P R O V E W O R K I N W R I T I N G P R I O R T O P R O C E E D I N G T O S T E P 6 . S T E P 6 I N S T A L L S O D L A W N . N O T E S 1 . A L L D I M E N S I O N S I N D I C A T E C O M P A C T E D D E P T H S . S T E P 1 S T E P 3 S T E P 2 I N S T A L L S O D L A W N S O I L S T E P 6 S T E P 5 U N D I S T U R B E D E X I S T I N G S O I L O R F I L L C O M P A C T E D T O 8 5 % M A X I M U M D R Y D E N S I T Y , T Y P ; V E R I F Y P O S I T I V E D R A I N A G E P R I O R T O C O N S T R U C T I O N S E C T I O N 6"8" EQ 12" 6" S T E P 4 F I N I S H G R A D E C O M P O S T 1" EQ 3" 3" 1" 10" L E V E L W I T H T O P O F A D J A C E N T C U R B O R P A V I N G 1 2 " G R E A T E R T H A N D I A O F R O O T B A L L 5'-0" STAKE HT ROOTBALL DEPTH 1' MIN 3'-0" T R E E T R U N K S E C T I O N U N D I S T U R B E D E X S O I L O R E X S O I L C O M P A C T E D T O 8 5 % M A X D R Y D E N S I T Y , V E R I F Y P O S I T I V E D R A I N A G E P R I O R T O C O N S T R U C T I O N T R E E T R U N K S . S E C U R E A M I N I M U M O F T H R E E M A I N T R U N K S P L A N F I N I S H G R A D E P R I O R T O P L A C I N G M U L C H 1 : 1 S L O P E O N S I D E S O F P L A N T I N G H O L E R O O T B A L L T R E E S T A K E 1 2 " - 1 " W I D E W E B B E D F A B R I C T A P E ( A R B O R T I E O R A P P R O V E D E Q U A L ) , S E C U R E T O T R E E S T A K E W I T H # 2 P E N N Y C O M M O N N A I L ( O N E P E R S T A K E ) L O O P D I A M E T E R S H A L L B E 6 " - 8 " G R E A T E R T H A N T R E E T R U N K D I A M E T E R . S E C U R E L O O P W I T H O V E R H A N D S L I P K N O T , P U L L E D A G A I N S T A S E C O N D O V E R H A N D K N O T , T I E D O N T H E W E B B E D F A B R I C T A P E W E B B E D F A B R I C T A P E ( 2 ) 2 " D I A W O O D D O W E L E D T R E E S T A K E S W I T H C H A M F E R E D T O P & 6 " C O N I C A L P O I N T B O T T O M , K E E P C L E A R O F R O O T B A L L T O P O F R O O T C R O W N T O B E 1 " H I G H E R T H A N F I N I S H G R A D E 3 " M U L C H D E P T H B A C K F I L L W I T H 2 / 3 P L A N T I N G S O I L & 1 / 3 E X S O I L , W H E N H O L E I S H A L F F I L L E D T H O R O U G H L Y W A T E R S E T T L E , T H E N A D D R E M A I N I N G S O I L A N D W A T E R S E T T L E A S E C O N D T I M E A F T E R P L A C I N G T R E E I N P L A N T I N G P I T , C U T A N D C O M P L E T E L Y R E M O V E S T R I N G S , T W I N E , A N D / O R W I R E B A S K E T S F R O M R O O T B A L L ; C O M P L E T E L Y R E M O V E F A B R I C G R O W B A G S ; C U T B U R L A P F R O M T O P 1 / 3 O F R O O T B A L L A N D R E M O V E C U T B U R L A P F R O M P L A N T I N G P I T S E L F - W A T E R I N G T R E E B A G NOT TO SCALE3DECIDUOUS TREE PLANTING NOT TO SCALE1SOIL PREPARATION IN SHRUB & GROUNDCOVER A R E A S N O T T O S C A L E 2 S O I L P R E P A R A T I O N I N L A W N A R E A N O T T O S C A L E 4 M U L T I - T R U N K D E C I D U O U S T R E E P L A N T I N G C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S ST A T E O F W A S H I N G T O N N O . 8 . J U L I E T B . V O N G 6 7 E X P L I C E N S E D L A N D S C A P E A R C H ITECT 2 0 6 . 6 8 2 . 3 0 5 1 p h o n e 2 0 6 . 6 8 2 . 3 2 4 5 f a x 2 1 5 W E S T L A K E A V E N U E N O R T H S E A T T L E , W A 9 8 1 0 9 0 2 / 2 0 1 8 F I R E S T A T I O N 1 5 1 4 0 4 N 3 0 T H S T R E E T R E N T O N , W A 9 8 0 5 6 P L A N T I N G D E T A I L S R - 3 9 8 7 2 2 TED-40-3987FIRE STATION 15L1.02 FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490 C U R R E N T P L A N N I N G c c l o s e 0 2 / 1 5 / 2 0 1 8 SECTION ROOTBALLDEPTHPLANTING HOLE TO BE 6" LARGERTHAN DIA OF ROOTBALL FORGROUNDCOVER, 12" LARGER THANDIA OF ROOTBALL FOR SHRUBS 3" MULCH DEPTH; KEEP MULCHLAYER AWAY FROM FOLIAGEFINISH GRADE PRIORTO PLACING MULCHLIGHTLY SCARIFY ROOTBALL TOLOOSEN ROOTS PRIOR TO PLANTING1:1 SLOPE ON SIDES OF PLANTING HOLEBACKFILL WITH PLANTING SOIL,THOROUGHLY WATER SETTLEUNDISTURBED EX SOIL OR EX SOILCOMPACTED TO 85% MAX DRYDENSITY; VERIFY POSITIVE DRAINAGEPRIOR TO CONSTRUCTION TOP OF ROOT CROWN TO BEFLUSH WITH FINISH GRADE S E C T I O N MIN 1/3 BURIED DIA 2/3 EXPOSED DIA F I N I S H G R A D E P R I O R T O P L A C I N G M U L C H 4 " D E P T H C R U S H E D S U R F A C I N G B A S E C O U R S E U N D I S T U R B E D E X S O I L O R E X S O I L C O M P A C T E D T O 9 5 % M A X D R Y D E N S I T Y C O N C R E T E P A V I N G W H E R E O C C U R S P E R P L A N , S E E C I V I L P R O V I D E C O L D J O I N T W H E R E C O N C R E T E A B U T S B O U L D E R B O U L D E R T O B E F I E L D L O C A T E D , S E E P L A N S F O R A P P R O X L O C A T I O N S & S I Z E S , S E E S P E C S N O T E : 1 . F I E L D V E R I F Y L O C A T I O N S F O R B O R D E R I N S T A L L A T I O N W / O W N E R ' S R E P R E S E N T A T I V E P R I O R T O D E L I V E R Y & I N S T A L L A T I O N . C L S M O O T H T R O W E L F I N I S H 1 / 4 " R A D I U S , B O T H S I D E S 6 " S E C T I O N (2) # 4 R E B A R 6 " O C , C O N T I N U O U S , M I N 3 " C L R 12" 6 " C A S T I N P L A C E , R E I N F O R C E D , C O N C R E T E 4 " D E P T H C R U S H E D S U R F A C I N G B A S E C O U R S E I N S T A L L F I N I S H G R A D E O F P L A N T I N G A R E A 3 " B E L O W T O P O F C O N C M O W S T R I P # 4 V E R T R E B A R , 2 4 " O C , M I N 3 " C L R U N D I S T U R B E D S U B G R A D E O R F I L L C O M P A C T E D T O 9 5 % M A X D R Y D E N S I T Y 5 / 8 " ( M I N U S ) C L E A N W A S H E D G R A V E L NOT TO SCALE1GROUNDCOVER & SHRUB PLANTING N O T T O S C A L E 3 B O U L D E R I N L A N D S C A P E N O T T O S C A L E 2 C O N C R E T E M O W S T R I P I N L A N D S C A P E C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S ST A T E O F W A S H I N G T O N N O . 8 . J U L I E T B . V O N G 6 7 E X P L I C E N S E D L A N D S C A P E A R C H ITECT 2 0 6 . 6 8 2 . 3 0 5 1 p h o n e 2 0 6 . 6 8 2 . 3 2 4 5 f a x 2 1 5 W E S T L A K E A V E N U E N O R T H S E A T T L E , W A 9 8 1 0 9 0 2 / 2 0 1 8 F I R E S T A T I O N 1 5 1 4 0 4 N 3 0 T H S T R E E T R E N T O N , W A 9 8 0 5 6 P L A N T I N G D E T A I L S R - 3 9 8 7 2 3 TED-40-3987FIRE STATION 15L1.03 FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490 C U R R E N T P L A N N I N G c c l o s e 0 2 / 1 5 / 2 0 1 8 BALL VALVE TO BEINSTALLED AT TRANSITIONBETWEEN INSTALLATIONS FIREFIGHTERPARKINGSLIDING GATE,SEE ARCH DWGSPROPERTYLINE, TYP PROPERTYLINE / ZONECHANGE, TYP HYDRANT, SEECIVIL DWGSPHASE INSTALLEDBY RESERVOIRCONTRACTORPHASE INSTALLED BY FIRESTATION CONTRACTOR4" SLEEVE2" MAIN LINE1" WATER METER, SEE CIVIL DWGS FIRE STATION BUILDING(SEE ARCH DWGS)NORTH 30TH STREET F U T U R E R O W E X T E N S I O N S E T B A C K PUBLICPARKING PATIOPATIO1L2.01B IRRIGATION POINT OFCONNECTION 4" SLEEVE2" MAIN LINE4" SLEEVE1-1/2" LATERAL LINE 6" SLEEVE1" LATERAL LINE2" MAIN LINE4" SLEEVE2" MAIN LINE 2" SLEEVE3/4" LATERAL LINE11"16.59 5 1 " 1 8 . 0 3 2" SLEEVE3/4" LATERAL LINE 4L2.02 EXTERIOR AUTOMATICCONTROLLER WALL MOUNT21"34.19 31"17.224" SLEEVE1-1/2" LATERAL LINE 6 1 " 1 5 . 3 5 2" CONDUIT FOR IRRCONTROL WIRES 41"31.66 81"13.0491"17.582" SLEEVE3/4" LATERAL LINE 4" SLEEVE1-1/2" LATERAL LINE 7 1 " 1 7 . 7 9 2" SLEEVE1" LATERAL LINE NO IRRIGATIONAT RESERVOIR SEE SHEETL1.01 FORRESERVOIRPLANTINGNOTES 2 0 ' 1 0 ' 4 0 ' S C A L E 0 ' N O R T H FIRE STATION IRRIGATION PLAN2 C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S ST A T E O F W A S H I N G T O N N O . 8 . J U L I E T B . V O N G 6 7 E X P L I C E N S E D L A N D S C A P E A R C H ITECT 2 0 6 . 6 8 2 . 3 0 5 1 p h o n e 2 0 6 . 6 8 2 . 3 2 4 5 f a x 2 1 5 W E S T L A K E A V E N U E N O R T H S E A T T L E , W A 9 8 1 0 9 0 2 / 2 0 1 8 F I R E S T A T I O N 1 5 1 4 0 4 N 3 0 T H S T R E E T R E N T O N , W A 9 8 0 5 6 I R R I G A T I O N P L A N R - 3 9 8 7 2 4 TED-40-3987FIRE STATION 15L2.01A FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490 A L T E R N A T E # 1 C U R R E N T P L A N N I N G c c l o s e 0 2 / 1 5 / 2 0 1 8 F L O W S E N S O R 1 . 5 " D O U B L E C H E C K V A L V E A S S E M B L Y 1 " W A T E R M E T E R Q U I C K C O U P L E R M A S T E R C O N T R O L V A L V E P V C M A I N L I N E P R E S S U R E R E D U C I N G V A L V E IRR SYST E M DOWN ST R E A M S E E C I V I L D W G S F I R E S T A T I O N I R R I G A T I O N L E G E N D FIRE STATION IRRIGATION SCHEDULEFIRE STATION IRRIGATION NOTES1.ALL IRRIGATION WORK SHOWN IS ALTERNATE #1.2.THERE IS A LOSS OF PRESSURE IN EACH PIPE FITTING DUE TO FRICTION. THESE LOSSES ARECOMPENSATED FOR BY ADDING TEN (10) PERCENT TO THE MANUFACTURERS RATED GPM FOREACH NOZZLE.3.LOCATE AUTOMATIC CONTROL VALVES IN PLANTING AREAS AT POINT OF EASY ACCESS.OWNER'S REPRESENTATIVE TO REVIEW & APPROVE FINAL LOCATION OF ALL QUICK COUPLERS &AUTOMATIC CONTROL VALVES PRIOR TO INSTALLATION.4.CONTRACTOR SHALL COORDINATE IRRIGATION EQUIPMENT WITH PLANT MATERIAL, TO AVOIDCONFLICTS, SPRAY BLOCKAGE & ANY OTHER ITEMS DEEMED APPROPRIATE BY THE OWNER'SREPRESENTATIVE.5.PSI IS APPROXIMATELY 98 PSI AT ELEVATION 210' PER CITY OF RENTON PRE-APPLICATIONMEMORANDUM DATED 18 MAY, 2017. PRIOR TO INSTALLATION OF IRRIGATION SYSTEM,CONTRACTOR SHALL FIELD VERIFY EX PSI. NOTIFY OWNER'S REPRESENTATIVE OF ANYDISCREPANCIES BETWEEN THE DESIGN PSI & EX PSI PRIOR TO PROCEEDING WITH WORK.6.SYSTEM DESIGNED TO 30 PSI (SPRAY HEADS).7.DRAWING IS SCHEMATIC. ACTUAL LOCATIONS MAY VARY DUE TO PLANT MATERIALS OR SITECONDITIONS.8.IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVING LOCATIONS WITHGENERAL CONTRACTOR.9.ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & REVIEWED BY OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION. LOCATE SLEEVES ON DIMENSIONED "AS-BUILT"DRAWING TO ALLOW FOR FUTURE LOCATION & USE. ON "AS-BUILT" DRAWING, MAINLINE SHALLBE DIMENSIONED FROM ROADWAY CURB @ 30' OC TO ALLOW FOR FUTURE LOCATION.10.CONTRACTOR TO AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZEIRRIGATION SYSTEM IN FIRST SEASON.11.PROVIDE VARIABLE ARC NOZZLES WHERE NECESSARY PER FIELD DIRECTION TO AVOIDOVERSPRAY ON PAVED SURFACES AND BETWEEN PLANTING AND LAWN ZONES.FIRE STATION IRRIGATION ABBREVIATIONS%PERCENT&AND@AT#/NONUMBERABBRABBREVIATIONSARCHARCHITECTURAL℄CENTER LINECORCITY OF RENTONDIADIAMETERDWGSDRAWINGSEXEXISTINGGPMGALLONS PER MINUTEIRRIRRIGATIONLLENGTHMAXMAXIMUM MFRSMANUFACTURERSMINMINIMUMOCON CENTERNDSNDS INCPOCPOINT OF CONNECTIONPVCPOLYVINYL CHLORIDEPSIPOUNDS PER SQUARE INCHSSLIPSCHSCHEDULESPEC(S)SPECIFICATION(S)TTHREADTYPTYPICALWWIDTHW/WITH POP-UP HEAD W/ SWING JOINT RISER D E S C R I P T I O N S Y M P I P E S I Z I N G L E G E N D 3 / 4 " 1 " 1 - 1 / 2 " 2 " D E S C R I P T I O N S Y M P O I N T O F C O N N E C T I O N I R R I G A T I O N C O N T R O L L E R - T O R O S E N T I N E L C E N T R A L C O N T R O L S Y S T E M S B - 1 2 - W S 1 - U ; P R O V I D E O N E ( 1 ) S H H R ( S E N T I N E L H A N D H E L D R E M O T E ) W / B A T T E R Y 1 " W A T E R M E T E R , S E E C I V I L S H E E T C 4 . 0 0 SYMMANUFACTURER / MODELARCPSIGMP+10%RADIUS / WxLRAINBIRD 1812-SAM-PRS30-MPR-5Q90300.115'RAINBIRD 1812-SAM-PRS30-U8F301.168'RAINBIRD 1812-SAM-PRS30-U8H300.57RAINBIRD 1812-SAM-PRS30-U8Q300.29RAINBIRD 1812-SAM-PRS30-U10F301.8010'RAINBIRD 1812-SAM-PRS30-U10H300.90RAINBIRD 1812-SAM-PRS30-U10Q300.45RAINBIRD 1812-SAM-PRS30-U12F302.8612'RAINBIRD 1812-SAM-PRS30-U12H301.43RAINBIRD 1812-SAM-PRS30-U12Q300.72RAINBIRD 1812-SAM-PRS30-U15H302.04RAINBIRD 1812-SAM-PRS30-U15Q301.01RAINBIRD 1812-SAM-PRS30-MPR-15RCS300.544' x 15'RAINBIRD 1812-SAM-PRS30-MPR-15LCS300.54RAINBIRD 1812-SAM-PRS30-MPR-15SST301.33 360909090901803603601801801808'10'12'15'4' x 15'8'10'12'15'4' x 30' I R R I G A T I O N S L E E V E ( S C H 4 0 P V C ) B A L L V A L V E - N D S , S I Z E T O M A T C H P I P E S I Z E 1 " Q U I C K C O U P L I N G V A L V E W / K E Y & H O S E S W I V E L R A I N B I R D 4 4 - L R C T O R O P 2 2 0 , 1 1 2 " M A S T E R C O N T R O L V A L V E T O R O T F S - 1 5 0 F L O W S E N S O R RAINBIRD 1812-SAM-PRS30-MPR-5H180300.225' 2 " M A I N L I N E ( S C H 4 0 ) L A T E R A L L I N E W I T H P I Z E S I Z E ( S C H 4 0 P V C ) , S E E P I P E S I Z I N G L E G E N D F O R S I Z E R A I N B I R D P E B A U T O M A T I C C O N T R O L V A L V E W / B A L L V A L V E ( S P E A R S M V P B V 6 S ) 1 1 " # G P M V A L V E S I Z E C I R C U I T # 1 . 5 " D O U B L E C H E C K V A L V E , S E E C I V I L S H E E T C 4 . 0 0 2 L 2 . 0 3 1L2.02 2 L 2 . 0 3 1 L 2 . 0 1 B 5 L 2 . 0 2 4 L 2 . 0 2 4 L 2 . 0 3 2 L 2 . 0 3 D E T A I L I D E N T I F I C A T I O N S H E E T I D E N T I F I C A T I O N A L - 1 P R O P O S E D S I T E C O N T O U R S , S E E C I V I L E X S I T E C O N T O U R S , S E E C I V I L P R O P E R T Y L I N E F U T U R E R O W L I N E 3 L 2 . 0 3 2 L 2 . 0 2 5 L 2 . 0 2 3 L 2 . 0 2 2 " P R E S S U R E R E D U C I N G V A L V E Z U R N W I L K E N S 5 0 0 X L N O T T O S C A L E 1 F I R E S T A T I O N I R R I G A T I O N P O I N T O F C O N N E C T I O N C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S ST A T E O F W A S H I N G T O N N O . 8 . J U L I E T B . V O N G 6 7 E X P L I C E N S E D L A N D S C A P E A R C H ITECT 2 0 6 . 6 8 2 . 3 0 5 1 p h o n e 2 0 6 . 6 8 2 . 3 2 4 5 f a x 2 1 5 W E S T L A K E A V E N U E N O R T H S E A T T L E , W A 9 8 1 0 9 0 2 / 2 0 1 8 F I R E S T A T I O N 1 5 1 4 0 4 N 3 0 T H S T R E E T R E N T O N , W A 9 8 0 5 6 I R R I G A T I O N S C H E D U L E , L E G E N D , D E T A I L , A B B R & N O T E S R - 3 9 8 7 2 5 TED-40-3987FIRE STATION 15L2.01B FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490 A L T E R N A T E # 1 C U R R E N T P L A N N I N G c c l o s e 0 2 / 1 5 / 2 0 1 8 S E C T I O N 2" MIN S C H 4 0 P V C E L L U N D I S T U R B E D E X S O I L O R E X S O I L C O M P A C T E D T O 8 5 % M A X D R Y D E N S I T Y M A N U A L B A L L V A L V E S U P P O R T V A L V E B O X W I T H F O U R B R I C K S T Y P F I N I S H G R A D E P R I O R T O P L A C I N G S O D , O R M U L C H S C H 4 0 P V C M A I N L I N E P I P E S C H 4 0 P V C E L L S C H 8 0 P V C N I P P L E S S I Z E T O M A T C H B A L L V A L V E , T Y P S C H 4 0 P V C M A I N L I N E P I P E G R A V E L B A C K F I L L , S E E S P E C S , 6 " M I N D E P T H , T O P O F G R A V E L F L U S H W I T H B O T T O M O F V A L V E B O X V A L V E B O X W I T H L O C K I N G L I D O R A P P R O V E D E Q U A L 1 " S O D A R E A S 3 " S H R U B / G R O U N D C O V E R A R E A S S E C T I O N G R A V E L B A C K F I L L F O R D R A I N , S E E S P E C S 6 " M I N D E P T H , T O P O F G R A V E L F L U S H W I T H B O T T O M O F V A L V E B O X U N D I S T U R B E D E X S O I L O R E X S O I L C O M P A C T E D T O 8 5 % M A X D R Y D E N S I T Y 1 " S O D A R E A S V A L V E B O X W I T H L O C K I N G L I D O R A P P R O V E D E Q U A L F I N I S H G R A D E P R I O R T O P L A C I N G S O D S C H 4 0 P V C E L L S C H 4 0 P V C M A I N L I N E P I P E S C H 8 0 P V C N I P P L E S S I Z E T O M A T C H P R E S S U R E R E D U C I N G V A L V E , T Y P S U P P O R T V A L V E B O X W I T H F O U R B R I C K S , T Y P P R E S S U R E R E D U C I N G V A L V E 3" MIN S C H 4 0 P V C E L L FRONT SECTIONSIDE SECTION NOTES:1.ALL CONDUITS SHALL EXTEND MIN 18" DEPTH BELOW FINISH GRADE.2.INSTALLATION TO BE COMPLETED PER MFRS RECOMMENDATIONS.ELECTRICAL SERVICE &CONDUIT PER LOCAL &NATIONAL CODES; SEEELECTRICAL DWGS2" GALVANIZED STEELCONDUIT FOR CONTROLWIRES (OPTION - PAINTTO MATCH WALL)UNDISTURBED EX SOIL OREX SOIL COMPACTED TO85% MAX DRY DENSITYPVC SWEEP ELL FINISH GRADE SECURE TO WALL WITHAPPROVED STRAPS, TYP WALL, TYP TOP OF CONTROLLER APPROXIMATELY 5' ABOVE FINISH GRADE AUTOMATIC IRRIGATIONCONTROLLER S E C T I O N P E - 8 9 C O M M U N I C A T I O N C A B L E W I T H 1 2 " M I N S E R V I C E C O I L & W A T E R P R O O F W I R E S P L I C E C O N N E C T O R S L O C A T E U N D E R P I P E , T Y P 1 " S O D A R E A S , 3 " S H R U B / G R O U N D C O V E R A R E A S 4" MIN D I R E C T I O N O F W A T E R F L O W P V C 4 5 D E G R E E E L L , T Y P R E D U C E D O W N T O F L O W S E N S O R S I Z E A S N E C E S S A R Y S C H 4 0 P V C M A I N L I N E P I P E , T Y P ( L E N G T H A S R E Q U I R E D ) T W O S T A C K E D V A L V E B O X E S ( A S R E Q U I R E D ) W I T H L O C K I N G L I D F L O W S E N S O R G R A V E L B A C K F I L L F O R D R A I N , S E E S P E C S 6 " M I N D E P T H , T O P O F G R A V E L F L U S H W I T H B O T T O M O F V A L V E B O X , T Y P S U P P O R T V A L V E B O X F O U R B R I C K S , T Y P F I N I S H G R A D E P R I O R T O P L A C I N G S O D M A S T E R C O N T R O L V A L V E S C H 4 0 P V C M A L E A D A P T E R , T Y P 2 4 " M I N 1 8 " M I N FINISH GRADE PRIOR TOPLACING SOD OR MULCH POP-UP SPRAY HEADADJUST TO FINISH GRADEUNDISTURBED EX SOIL OR EX SOILCOMPACTED TO 85% MAX DRY DENSITY 1" SOD AREAS3" GROUNDCOVER/SHRUB AREASSECTIONSCH 40 PVC ELLSCH 40 PVC STREET ELLSCH 40 PVC LATERAL LINE SCH 40 PVC TEE OR ELL SCH 40 PVC STREET ELL SCH 80 PVC NIPPLES SIZE TO MATCHSPRAY HEAD SIZE, TYP (8" MINLENGTH, 45 DEGREE MAX ANGLEFROM HORIZONTAL POSITION) N O T T O S C A L E 2 M A N U A L B A L L V A L V E N O T T O S C A L E 3 P R E S S U R E R E D U C I N G V A L V E NOT TO SCALE4EXTERIOR AUTOMATIC CONTROLLE R W A L L M O U N T N O T T O S C A L E 5 F L O W S E N S O R O R M A S T E R C O N T R O L V A L V E NOT TO SCALE1POP-UP HEAD WITH POLY SWING RISER C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S ST A T E O F W A S H I N G T O N N O . 8 . J U L I E T B . V O N G 6 7 E X P L I C E N S E D L A N D S C A P E A R C H ITECT 2 0 6 . 6 8 2 . 3 0 5 1 p h o n e 2 0 6 . 6 8 2 . 3 2 4 5 f a x 2 1 5 W E S T L A K E A V E N U E N O R T H S E A T T L E , W A 9 8 1 0 9 0 2 / 2 0 1 8 F I R E S T A T I O N 1 5 1 4 0 4 N 3 0 T H S T R E E T R E N T O N , W A 9 8 0 5 6 I R R I G A T I O N D E T A I L S R - 3 9 8 7 2 6 TED-40-3987FIRE STATION 15L2.02 FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490 A L T E R N A T E # 1 C U R R E N T P L A N N I N G c c l o s e 0 2 / 1 5 / 2 0 1 8 SECTION GRAVEL BORROW, COMPACT TO 95% MAX DRY DENSITYSCH 40 PVC SLEEVE WITH MAINLINE AND/ORLATERAL PIPE & CONTROL WIRES INSIDE SLEEVEMAINLINE AND/OR LATERAL PIPE, TYP PAVING & BASE COURSE, SEE CIVIL DWGSCONTROL WIRES FOR AUTOMATICCONTROL VALVES TAPED TOGETHER@ 10' OC; DO NOT TAPE TO PIPE 18" MIN 12" 24"N O T E S : 1 . A L L M A I N L I N E P I P E U N D E R P A V E M E N T S S H A L L B E S L E E V E D . S E E D E T A I L 1 / L 2 . 0 3 . 2 . B A C K F I L L M A T E R I A L T O B E F R E E O F R O C K O R D E B R I S L A R G E R T H A N 1 " . A B S O L U T E L Y N O R O C K O R D E B R I S S H A L L B E P L A C E D D I R E C T L Y A D J A C E N T T O A N Y P I P E . S E C T I O N 2 " M I N A L L S I D E S O F P I P E , T Y P 6'-4" I N S T A L L D E T E C T A B L E M A R K I N G T A P E O N L Y A B O V E M A I N L I N E , D O N O T I N S T A L L O V E R L A T E R A L L I N E S P L A N T I N G S O I L O R T U R F A R E A F I N I S H G R A D E P R I O R T O P L A C I N G S O D O R M U L C H P V C L A T E R A L L I N E P V C M A I N L I N E C O N T R O L W I R E S F O R A U T O M A T I C C O N T R O L V A L V E S T A P E D T O G E T H E R @ 1 0 ' O C , D O N O T T A P E T O P I P E C O M P A C T E D B A C K F I L L M A T E R I A L U N D I S T U R B E D E X S O I L O R E X S O I L C O M P A C T E D T O 8 5 % M A X D R Y D E N S I T Y ℄ P L A N O F A N T I - R O T A T I O N P I P E S E C T I O N 3 " C L R 1 2 " M I N C L E A R A N C E 24" 1 " S O D A R E A S 3 " G R O U N D C O V E R / S H R U B A R E A S F I N I S H G R A D E P R I O R T O P L A C I N G , S O D O R M U L C H S C H 4 0 P V C E L L S C H 4 0 P V C S T R E E T E L L V A L V E B O X ( 1 0 " R O U N D ) S C H 4 0 P V C S T R E E T E L L S C H 4 0 P V C T E E O R E L L S C H 4 0 P V C M A I N L I N E U N D I S T U R B E D E X S O I L O R E X S O I L C O M P A C T E D T O 8 5 % M A X D R Y D E N S I T Y G R A V E L B A C K F I L L F O R D R A I N ( 6 " M I N D E P T H ) S U P P O R T V A L V E B O X W I T H F O U R B R I C K S T Y P S C H 8 0 P V C N I P P L E S T O M A T C H Q U I C K C O U P L I N G V A L V E S I Z E , T Y P Q U I C K C O U P L I N G V A L V E , C E N T E R W I T H I N B O X A N D P L U M B V E R T I C A L L Y 1 4 " S T A I N L E S S S T E E L " U " B O L T T I G H T E N O N V A L V E S N U G T O F I T H A R D S U R F A C E ( P A V E M E N T , W A L L S , E T C ) 1 " D I A S C H 8 0 P V C P I P E Q U I C K C O U P L I N G V A L V E 1 4 " S T A I N L E S S S T E E L " U " B O L T 3 " S T E E L F A R M F E N C E P O S T - A T T A C H T O Q U I C K C O U P L E R W I T H 3 S T A I N L E S S S T E E L C L A M P S SECTION 1" SOD AREAS3" SHRUB/ GROUNDCOVER AREAS3M DIRECT BURIALSPLICE KIT, TYPSCH 40 PVC LATERAL LINESUPPORT VALVE BOX WITHFOUR BRICKS, TYPUNDISTURBED EX SOIL OREX SOIL COMPACTED TO85% MAX DRY DENSITY VALVE BOX WI T H L O C K I N G LID OR APPRO V E D E Q U A L FINISH GRADE P R I O R T O PLACING, SOD O R M U L C H SCH 40 PVC E L L GRAVEL BACK F I L L F O R D R A I N , 6 " M I N DEPTH, TOP O F G R A V E L F L U S H W I T H BOTTOM OF V A L V E B O X SCH 80 PVC NI P P L E S S I Z E T O MATCH CONT R O L V A L V E , T Y P SCH 40 PVC T E E O R E L L BALL VALVE AUTOMATIC C O N T R O L V A L V E SCH 40 PVC M A I N L I N E P I P E SCH 80 PVC Tx T U N I O N TO LOOSEN O U T W A R D AWAY FROM V A L V E 30-INCH LINEAR LENGTHOF WIRE, COILED SCH 40 PVCFEMALE ADAPTERSCH 80 PVC CLOSE NIPPLE(4 ACROSS ASSEMBLY)NOT TO SCALE1PIPE SLEEVE UNDER PAVEMENT N O T T O S C A L E 2 M A I N A N D L A T E R A L P I P E T R E N C H N O T T O S C A L E 3 Q U I C K C O U P L I N G V A L V E NOT TO SCALE4AUTOMATIC CONTROL VALVE C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S ST A T E O F W A S H I N G T O N N O . 8 . J U L I E T B . V O N G 6 7 E X P L I C E N S E D L A N D S C A P E A R C H ITECT 2 0 6 . 6 8 2 . 3 0 5 1 p h o n e 2 0 6 . 6 8 2 . 3 2 4 5 f a x 2 1 5 W E S T L A K E A V E N U E N O R T H S E A T T L E , W A 9 8 1 0 9 0 2 / 2 0 1 8 F I R E S T A T I O N 1 5 1 4 0 4 N 3 0 T H S T R E E T R E N T O N , W A 9 8 0 5 6 I R R I G A T I O N D E T A I L S R - 3 9 8 7 2 7 TED-40-3987FIRE STATION 15L2.03 FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490 A L T E R N A T E # 1 C U R R E N T P L A N N I N G c c l o s e 0 2 / 1 5 / 2 0 1 8 0.4 0.40.4 0.4 0.4 0.40.4 0.4 0.5 0.50.5 0.5 0.5 0.50.5 0.6 0.6 0.60.6 0.7 0.7 0.70.7 0.8 0.8 0.80.8 0.9 1.0 1.00.9 1.0 1.1 1.21.0 1.2 1.4 1.41.2 1.4 1.6 1.7 1 . 3 1 . 6 1 . 8 2 . 0 1 . 1 1 . 3 1 . 7 2 . 0 2 . 3 1 . 1 1 . 4 1 . 7 2 . 0 1 . 1 1 . 4 1 . 7 2 . 0 1 . 1 1 . 4 1 . 7 2 . 0 2 . 3 1 . 0 1 . 3 1 . 6 1 . 8 1 . 9 1 . 0 1 . 2 1 . 4 1 . 6 1 . 7 0 . 9 1 . 1 1 . 3 1 . 4 1 . 5 0 . 8 1 . 0 1 . 1 1 . 2 1 . 3 0 . 7 0 . 9 1 . 0 1 . 0 1 . 1 0 . 7 0 . 8 0 . 9 0 . 9 1 . 0 0 . 7 0 . 8 0 . 8 0 . 9 0 . 9 0 . 6 0 . 8 0 . 8 0 . 9 0 . 9 0 . 7 0 . 8 0 . 9 0 . 9 0 . 7 0 . 9 1 . 0 1 . 1 0 . 8 1 . 0 1 . 2 1 . 3 0 . 8 1 . 1 1 . 3 1 . 5 0 . 7 1 . 1 1 . 4 1 . 6 0 . 7 1 . 0 1 . 3 1 . 5 0.3 0.3 0.3 0.30.3 0.3 2 . 6 2 . 6 0.30.30.40.50.71.01.4 1.41.7 1.7 1.32.2 2.2 1.61.8 2.9 2.8 2.02.4 3.9 3.7 2.5 3 . 2 5 . 2 4 . 9 3 . 2 4 . 1 6 . 5 6 . 3 4 . 0 4 . 3 6 . 1 3 . 8 4 . 1 6 . 6 6 . 4 4 . 0 3 . 3 5 . 4 5 . 0 3 . 3 2 . 5 4 . 1 3 . 8 2 . 6 1 . 9 3 . 1 2 . 9 2 . 1 1 . 6 2 . 3 2 . 3 1 . 6 1 . 3 1 . 8 1 . 8 1 . 3 1 . 1 1 . 5 1 . 5 1 . 1 1 . 0 1 . 2 1 . 1 0 . 8 0 . 9 0 . 9 0 . 7 0 . 5 0 . 8 0 . 7 0 . 6 0 . 3 0 . 9 0 . 7 0 . 5 0 . 3 0 . 9 0 . 7 0 . 5 1 . 0 0 . 8 0 . 5 1 . 1 0 . 9 0 . 6 1 . 1 0 . 8 0 . 6 1 . 0 0 . 7 0 . 6 0.20.2 6 . 8 C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S SIGNED01-31-2018 general@hultzbhu.com Phone: (253) 383-3257 1111 Fawcett Ave Suite 100 e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402 BHU17-069 N N D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S SIGNED01-31-2018 general@hultzbhu.com Phone: (253) 383-3257 1111 Fawcett Ave Suite 100 e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402 BHU17-069 D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S SIGNED01-31-2018 general@hultzbhu.com Phone: (253) 383-3257 1111 Fawcett Ave Suite 100 e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402 BHU17-069 D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8 C I T Y O F R E N T O N I N C O M P L I A N C E W I T H C I T Y O F R E N T O N S T A N D A R D S SIGNED01-31-2018 general@hultzbhu.com Phone: (253) 383-3257 1111 Fawcett Ave Suite 100 e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402 BHU17-069 D E V E L O P M E N T E N G I N E E R I N G I F i t z - J a m e s 0 2 / 1 5 / 2 0 1 8