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HomeMy WebLinkAboutCD-39825 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 1 2 / 0 7 / 2 0 1 7 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 1 2 / 0 7 / 2 0 1 7 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 1 2 / 0 8 / 2 0 1 7 D E V E L O P M E N T E N G I N E E R I N G J u s t i n J o h n s o n 1 2 / 1 2 / 2 0 1 7 5 D E V E L O P M E N T E N G I N E E R I N G J u s t i n J o h n s o n 1 2 / 1 2 / 2 0 1 7 5 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 1 2 / 0 8 / 2 0 1 7 D E V E L O P M E N T E N G I N E E R I N G J u s t i n J o h n s o n 1 2 / 1 2 / 2 0 1 7 TOTAL LOT AREA PROPOSED BUILDING COVERED SIDEWALK AUTO COURT &\ PARKING ROOF OF CANOPY IMPERVIOUS A R E A COVERED AND OVERHANGSLOT COVERAGE (STRUCTURES)11,250 SF.2,020 SF.17.96 \% 624SF 5,246SF 1,871 SF.9,761 SF.86.76 \% NE 1 0 T H ST. N E S U N S E T B L V D . 10 ' P E R F O R A T E D P I P E CO N N E C T I O N T R E N C H SI D E W A L K CA N O P Y S I D E W A L K A I S L E 2 A I S L E 1 2% S L O P E 2% S L O P E 2% S L O P E EX C B RI M = 3 4 9 . 9 IE = 3 4 8 . 9 EX C B EX . 1 0 0 0 G A L . OIL / W A T E R SE P A R A T O R 57 6 - S A - 1 0 0 0 2% S L O P E (E ) 6 " S I D E SE W E R @ 2" M I N . (E ) 1 " W A T E R SE R V I C E L I N E (E ) S L O P E TO S S (E ) A S P H A L T (E ) A S P H A L T (E ) C O N C R E T E SE R V I C E S L A B (N ) C O N C R E T E SW A L E 1 % T O C B SE E P R O F I L E T H I S SH E E T (N ) C O N C R E T E SW A L E 1 % T O CB SA W C U T AS P H A L T F O R NE W C O N C R E T E PA V E R S S L O P E SW A L E T O W A R D S DR A I N A T N E W CB L O C A T I O N 2% AS P H A L T (N ) 6 " PV C T O (E ) C B 2 - 2 - 2 - 2 - f l o w f l o w f l o w f l o w 2 4 L F 6 " P V C @ 2 % 1 5 L F 6 " P V C @ 2 % f l o w f l o w 2 5 ' - 0 " 7 3 ' - 2 " 6 " R Y S B EX C B RI M = 3 4 7 . 0 IE = 3 4 5 . 5 EX C B RI M = 3 4 7 . 5 IE = 3 4 6 . 0 8 2 L F 6 " P V C @ 2 % S 3 5 4 5 ' 1 3 " W 1 2 2 . 5 0 ' P R O P O S E D 2 0 2 0 S Q . F T . B U I L D I N G 3 3 ' -\3 " 3 3 ' - 0 1 /2 " 7 ' - 1 1 / 2 " 5 ' - 0 " 6 ' S Y S B 9 0 ' -\ 0 " 5 6 ' -\ 0 " F Y S B S 5 4 3 8 ' 2 1 "E 9 0 .0 1 ' 5 ' -\0 " S I D E W A L K S I D E W A L K S I D E W A L K E X I S T 'G R O W F R O M C E N T E R L I N E50' -\ 0 " S 3 5 4 5 ' 1 3 " W 1 1 5 . 0 ' 5 ' - 0 " 2 0 ' - 0 " S 5 4 3 8 ' 2 1 "E 9 0 .0 1 ' (N ) T Y P E 1 C B 2' - 4 " x 2 ' - 8 " RI M = 3 4 9 . 2 5 IE = 3 4 7 . 7 5 D R I V E W A Y E X I S TI N G 4 8 ' - 2 1 / 2 " ( + / - ) S Y S B PP S E P A R A T I O N (M I N .) 1 0 " (E ) S L O P E TO S S 1' - 6 " 4 " EXISTING CONCRETE SLAB AT GAS DISPENSERS NEW PERIMETER CONCRETE SWALE SLOPE TO CATCH BASIN PER PLAN SL O P E SA W C U T ( E ) A S P H A L T FO R N E W S W A L E - SL O P E S A W A Y F R O M SW A L E A L L D I R E C T I O N S DA T U M IN COMPLIANCE WITH CI TY OF RENTON STANDARDS DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF: SC A L E : DE S I G N E D : DR A W N : CH E C K E D : AP P R O V E D : NO . R E V I S I O N B Y D A T E A P P R F I L E N A M E : SU R V E Y E D : VE R T I C A L : N A V D 1 9 8 8 IF N O T O N E I N C H ON E I N C H AT F U L L S C A L E HO R I Z O N T A L : N A D 1 9 8 3 / 1 9 9 1 SC A L E A C C O R D I N G L Y Planning/Building/Public Works Dept.CITY OF RENTON C4 5 x 11 / 1 7 / 1 7 As i n d i c a t e d D : \ S e a g a t e G P M B a c k u p D r i v e \ A v a l o n P r o j e c t \ R E N T O N S H E L L \ D R A W I N G S \ R E N T O N S H E L L _ N E W E S T . r v t BP A BP A RENTON SUNSET SHELL C - STORE 2800 NE SUNSET BLVD RENTON, WA 98056 DRAINAGE SITE PLAN BMP11-03-17 RENTON SUNSET SHELL C - STOREALL CATCH BASINS IMPACTED BY CON STRUCTION ACTIVITY SHALL CONFOR M TO THE MEASURES OUTLINED IN THE CITY OF RENTON STD. PLAN - 216.20 FOR PROPER INLET PROTECTION S H E E T 5 R E N T O N S U N S E T S H E L L C - S T O R E 4 C 1 7 0 0 4 0 6 3 1 " = 1 ' - 0 " 2 PE R M I T E R S L A B S W A L E D E T A I L A T IS L A N D Pe r S t d . P l a n 2 6 3 . 4 0 SURFACE WATER UTILITY rstraka 12/08/2017DEVELOPMENT ENGINEERING Justin Johnson 12/12/2017 RE F E R T O DE T A I L S H T . C 4 EX C B RI M = 3 4 7 . 0 IE = 3 4 5 . 5 EX C B RI M = 3 4 7 . 5 IE = 3 4 6 . 0 DA T U M IN COMPLIANCE WITH CIT Y OF RENTON STANDARDS DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF: SC A L E : DE S I G N E D : DR A W N : CH E C K E D : AP P R O V E D : NO . R E V I S I O N B Y D A T E A P P R F I L E N A M E : SU R V E Y E D : VE R T I C A L : N A V D 1 9 8 8 IF N O T O N E I N C H ON E I N C H AT F U L L S C A L E HO R I Z O N T A L : N A D 1 9 8 3 / 1 9 9 1 SC A L E A C C O R D I N G L Y Planning/Building/Public Works Dept.CITY OF RENTON C5 5 x 11 / 1 7 / 1 7 1 " = 1 0 ' - 0 " D : \ S e a g a t e G P M B a c k u p D r i v e \ A v a l o n P r o j e c t \ R E N T O N S H E L L \ D R A W I N G S \ R E N T O N S H E L L _ N E W E S T . r v t BP A BP A RENTON SUNSET SHELL C - STORE 2800 NE SUNSET BLVD RENTON, WA 98056 EROSION CONTROL PLAN11/03/17 RENTON SUNSET SHELL C - STORE S H E E T 5 R E N T O N S U N S E T S H E L L C - S T O R E C 1 7 0 0 4 0 6 3 5 1 " = 1 0 ' - 0 " 1 TE S C SURFACE WATER UTILITY rstraka 12/08/2017DEVELOPMENT ENGINEERING Justin Johnson 12/12/2017