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HomeMy WebLinkAboutR-41785300 7 O Iv CB5A RIM=348.90 8° IE OUT=344.23 Cr o _ W o ' + J 0 +off <� DO. N W w VI _I 2 55 Z W 2 N x 365 360 355 350 345 340 335 m 330 a 14 I - - 7 42 LF 8° 0 I 12.14% CB #5B RIM=348.92 8" IE IN=345.04 (NE) 80 IE OUT=345.04 (W) MIXED USE BUILDING B SS SS NW 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. J/ SEE SHEET C5.13 FOR CONTINUATION / I - + IF ,1^ -J FUTURE PHASE TO BE CLEARED AND ti Till so I:":1 Adn .1•:.I - CB /LOUT=349 GRADED AND STABILIZED ONLY RIM=8" IECB F7 1 " 55 LF.0 Bill ❑ ,. f 91 ... f 1 CB #5c 1.00% L AREA DRAIN #4 f f 80 IE f f II i u, 1� o ED 50 SD 9D SD C6 p8 w w w ' oo w w W 1ew'�� KEY PLAN s v SS 25 LF 12° 0 1.00% N W NITS :5 6 SS SS w NOTES: LEGEND: a o u O J W _ W * I �" "1. ALL CATCH BASINS WITHIN THE RIGHT OF - - PROPERTY LINE/ROW LINE < WAY SHALL BE CONSTRUCTED WITH VANED 32 LF 12° 0 0% GRATE LOCKING LID, UNLESS NOTED - - ROW CENTERLINE - OTHERWISE. BIORETENTION ASPHALT X •- - - - ---------- ® ROADSIDE '�• c PLANTER PER CITY OF RENTON STANDARD 51 LF 8" w CLEANOUT DETAIL 262.00 ON SHEET C5.50 o CONCRETE 0 13.96% Lij RIM=354.94 CONSTRUCTED WITH THROUGH -CURB INLET AREA DRAIN 15 IE=345.37 • AT UPSTREAM SIDE OF PLANTER CONNECT RIM=350.17 N o' " a OVERFLOW TO CONVEYANCE IN ROW. CURB B" IE OUT=346.50 •° x + -:., 12" ROOF DRAIN CONTRACTOR SHALL PROTECT BIORETENTION M IE = 345.39 -360- MAJOR FINISHED GRADE ry AREA DURING CONSTRUCTION TO PREVENT CLEANOUT eg CB jil TYPE 2 COMPACTION OR SILTATION. CONTOUR RIM=351.27 .Sc • RIM=352.97 MIXED USE 362 MINOR FINISHED GRADE IE=343.18 Z12" IE " OUT 34505E(NW) BUILDING A ON -SITE BIORETENTION PER CITY OF CONTOUR 12IE RENTON STANDARD DETAIL 262.20 ON SEE SHEET C5.14 FOR CONRNUARON SHEET 1.5.52. CONTRACTOR SHALL PROTECT STORM DRAIN6UN 365 BIORETENTION AREA DURING CONSTRUCTION " _ TO PREVENT COMPACTION OR SILTATION. ®® CATCH BASINE CB TYPE 2-4B" < SOLID LID 4 a SOLID LID SOUD LID , ,�*� STA. 16+87.48, 12.22' LT '� "s STA. 17+45.00, 12.24' LT 4 O CONNECT TO EXISTING STORM STRUCTURE. 1 5 STA. 16+08.01, 12.19' LT so � RIM=353.31. "' "' ("' ❑ M RIM=353.57 CONTRACTOR SHALL CONFIRM LOCATION • CLEANOUT -- CB TYPE 2-48" RIM=351.32 N M " II ._..s 18" IE IN=342.98 (NE) a J 5--- '" a i �2TETN=4d�b'(NE� 360 AND ELEVATION OF STRUCTURE AND C5.52 SOLID LID 18" IE IN=341.40 (NE) s ° a ��.+ 12" IE IN=343.48 (SE) 8" IE IIIII 17 (NiCONNECTED PIPES AND NOTIFY ENGINEER 1 ❑ BIORETENTION ID STA. 14+72.87, 12.16' LT 12° IE IN=341.90 (SE) a W B" 18" IE OUL-34298(SW)� 18° IE OUT=344.30 (SW) OF ANY DISCREPANCIES. 10 RIM=348.49 180 IE OUT=341.40 (SW) - _�� 12" IE OUT=344.80 (SE) CURB INLET C5.51 -- -- -- -- 18" IE-IN=338.70 (NE)-- -- --- -- __ - _�....----- .. -.. 3.Op _ -- 355 5. PLACE ETHAFOAM PAD BETWEEN PIPE 8° IE IIIII 40 (NW) __ -- - 1.50% CROSSINGS WITHIN LESS THAN 18" ',.. 8' IE IN=339.531(E) I,. ___ ,----- 4.50%.,',. ',, CLEARANCE. BIOPOD le IE OUT=338.70 (SW) -__-,--- - 6. ALL STORM DRAINAGE PIPE 12" OR LARGER _ -- 350 SHALL BE TYPE S, UNED CORRUGATED - - - - - - PROPOSED GRADE AT 0L OF ROAD POLYETHYLENE (LCPE) PER WSDOT --- EXISTING GRADE AT OF ROAD.. gp LF 13" SD 0 2.30% STANDARD SPECIFICATIONS 9-05.19 UNLESS 8° SO 0 2.30% INDICATED OTHERWISE. DUCTILE IRON STORM 18° SO 0199% 58 - O 345 DRAIN PIPE SHALL BE PER WSDOT 79 LF O STANDARD SPECIFICATIONS 9-05.15. 6 Will RING '.. ''.. CTA '..1541 R RR . _. , r m" Ezn 0 2.00% 340 335 330 BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA. INLET ELEV. ❑5 92 348.73 348.90 339.05 CB #5 14+91'04' 16.00' LT 349.40 © 90 348.75 348.92 345.04 CB /5 15+20.79, 16.00' RT 349.42 ❑7 104 353.60 353.77 341.76 CB #8 17+64.36, 6.00' LT 354.17 CI � � � V � O � N n' M M] M I`7 M M i( Fi LIB ��pp i[^J ,'"y M 2 M LL7 1" -417853 Y 5 F IN COMPLIANCE WITH CITY OF RENTON STANDARDS F00 14+40 14+80 15+20 15+60 16+DO Call 811 • two business days before you dig N0. 16+40 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION 16+80 17+20 BY I DATE I APPR 4�a of WA i R° "o rtA SURFACE WATER UTILITYIlls"iDEVELOPMENT ENGINEERING 0 1 0 i lqm I JFarah 04/01/2022 msippo 04/07/2022 O 1 inch = 20 f. HORZ 1601 5th Avenue, Suite 1600 �d9 0 2.5 5 10 o�RE'clsrexB�`�y6' 2N.6Seaftle2.5822 101 93tONAL �' i06.6II.5622 1 inch = 5 ft. VERT 3/11/2022 w Jcpff.c•m HAND III M„AS NOTED °Z°"'�L'HAD III °°' CITY OF SOLERA RRI RENTON 2842 NE SUNSET BLVD "' RENTON, WA 98056 l AT na,c xcx DATUM Planning/Buading/Public Woks Dept. GRADING AND STORM DRAINAGE mIF NOT ONE INCH C5.1 ) "" "`°•'"" JEFFERSON AVENUE NE PLAN AND PROFILE CHI 53 4 Z