Loading...
HomeMy WebLinkAboutR-413726Fqa 1 1 Lu FW FW I SDMH-1162-20 RIM=21.35 1 N: 181717.04 a �g E: 1299289.18 -- -- -- ---------------\,/ O 7 71 r n A» M I E: 1299292.06 E: 1299301.19 STORMWATER VALVE 8c VAULTS ENLARGED SITE PLAN C4501 C296 5iUALE: 1 =5 CONSTRUCTION NOTES TYPE 2 CATCH BASIN W/ SOLID LID C2 PROVIDE FUEL SPILL CONTAINMENT VAULT PER DETAIL 1 PROPOSED STORAGE VOLUME=5,200 GAL. C513 TOTAL STORAGE VOLUME=11,700 GAL. PROVIDE MODULAR WETLAND STRUCTURE PER DETAIL C 509 ® PROVIDE 96" DIA. FLOW SPLITTER CATCH BASIN PER DETAIL C 509 PROVIDE 5 GATE VALVE & BOX PER DETAIL C508 © PROVIDE COALESCING PLATE OIL -WATER SEPARATOR, OLDCASTLE 816-3-CPS WITH LEVEL FLOAT SENSOR PER DETAIL 1 2 PROVIDE C510 C510 HIGH FLOW BYPASS LINE. 1-11 ® PROVIDE LINK SEAL MANHOLE CONNECTOR AT STRUCTURE PENETRATION. PROVIDE ROMAC COUPLING. 10 PROVIDE GROUTED KOR-N-SEAL BOOT MANHOLE CONNECTOR AT STRUCTURE PENETRATION. CONNECT TO EXISTING STRUCTURE. PROVIDE BOLLARDS PER DETAIL C INSTALL 1.25' FROM EDGE OF STRUCTURE © 4' SPACING. PROVIDE TIDEFLEX CHECKMATE INLINE DOWNSTREAM CLAMP CHECK VALVE. TYPE 1 CATCH BASIN W/ SOLID LID DATUM NOTE: C507 PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - I APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 04.20.21 -- A---- A — .KEY NOTES 10 FOR STORM DRAIN PROFILE SEE C45o c304—c305 O2 FOR STORM DRAIN PROFILE SEE c45o c305 O3 FOR STORM DRAIN PROFILE SEE C450 C305 O4 FOR STORM DRAIN PROFILE SEE C450 C305 �A COMBINED FLOWS FROM Al-A7 TO STORM WATER SYSTEM. FROM STALL Al-A7 TO STORM/FUEL SPILL. Q� BOE/NG° C'- A---- A--- 5 2.5 0 2.5 5 10 SCALE: 1:5 N OTES : 1. ALL RIM ELEVATIONS ON THIS SHEET ARE SHOWN AT THE CENTER OF THE GRATE OR LID. 2. UNLESS NOTED, STORM DRAIN PIPE IS 12" HDPE. 3. PIPE SLOPES CAN BE FOUND ON SHEETS C304-C305. 4. ALL PIPE CONNECTIONS TO INLETS, 60" AND LARGER MANHOLES, CATCH BASINS AND VAULTS ON THIS SHEET SHALL BE LINK SEAL. IF LINK SEALS CAN NOT BE USED A DOUBLE -BANDED AND GROUTED KOR-N-SEAL BOOT MAY BE USED WITH ENGINEER'S APPROVAL. DUE TO WALL THICKNESS 48" AND 54" MANHOLE PENETRATIONS SHALL UTILIZE KOR-N-SEAL BOOTS AS DESCRIBED ABOVE. IN COMPLIANCE WITH CITY OF RENTON STANDARDS LDEVELOPMENT ENGINEERING . . ez 05/05/2021 ACCEPTABILITY R. TEMPLADO THIS DESIGN AND/OR CHECKED T. NEU � F wAs/y/ ro SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. DATE T. NEU CHECKED 9408 4a � D. M U RATA �y eGIST F� C (� APPROVED NA 4TE SUBTITLE 09.29.20 09.29.20 TITLE 09.29.20 09.29.20 PERMIT SUBMITTAL DESIGN BY DOWL R-413726 ENLARGED STORM DRAIN PLAN BOWL REVISION SYMBOL W5184605 DATE 09.29.20 09.29.20 APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) C450 C23 RENTON SITE JOB NO. COMP NO. CIVIL MASTER RENTON, WA DWG N0. 05-APRON-A-C450 N C 0 N