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HomeMy WebLinkAboutR-41785400 / 7 0 V O F_ ry0 x y�PJ Cah 'v ss 8. s LL1 1 J O a CTYPE 2 �Yp RIM=354.24 8" IE=347.14 _ + h CB #9 /-33 LF 8"0 • CB p9A, TYPE 2 RIM=354.00 8" IE IN=346.97 8" IE 0UT=346.97 BLF B"®� 10.0.00% ,CB #10 - MISS ,�' 1• f'. Lv17 LF 8" 0 + -SITE /1 3 1.00% MIXED USE BUILDING A AREA DRAIN /6 RIM=355.63 AREA DRAIN /8 8" IE=353.65 (NE,SW) A DRAIN #8 8 AREA DRAIN #7 RIM=355.83 8" IE=353.93 (NE,SW) " c 8" IE=353.83 14 LF 8" ® 0.50% (NE,SW) AREA DRAIN #9 AREA DRAIN /10 RIM=355.92 RIM=355.95 80 IE=354.00 (NSW) 8" IE=354.12 (N,S) 370 365 360 355 350 345 340 335 18 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. SEE SHEET C519 FOR CONTINUATION p I� FUTURE PHASE TO BE CLEARED AND GRADED AND STABILIZED ONLY " T CB /11A T - - CB #1 OA RIM-355.43 13 LF 8" 0 s I z RIM=355.0 8" IE OUT=351.76 10.00% 8" IE OUT=350.33 I'= m" am a 3P•� -, 53 LF 8" ® EX CB TO REMECI V>m��c uu� A AREA DRAIN 12 7.90% K - _ RIM=354. 2 9C5.40 RIM=356.13 11 2 CB #11 8" IIE OUT=343 8" IE=354.37 (N,S) 0 1 0 n + • ex x x " f z I " C32 LF 12" D.I. 012.11% ems w 23 LF 8" 0 0.50% AREA V�� RIM-396.08 8" IE=354.27 (N,S) w w �w 'Jt�n�w-31 770 40 LF 8" AREA DRAIN13 TRENCH DRAIN 10"2. 0.50% RIM=356.24 SEE MEP FOR P STA. 21+34. 19 LF 8" ® 0.50% 8" IE=354.57 (S) CONT LLP EL=355.36 21+34. KEY PLAN 4 NTS NOTES: LEGEND: �f 1. ALL CATCH BASINS 'WITHIN THE RIGHT OF - - PROPERTY UNE/ROW LINE 30 12" I. WAY SHALL BE CONSTRUCTED WITH VANED GRATE LOCKING UD, UNLESS NOTED ROW CENTERLINE / ll/ T OTHERWISE. ASPHALT I I CE TYPE 2 ® ROADSIDE INFILTRATING BIORETENTION RIM- 53.72 PLANTER PER CITY OF RENTON STANDARD DETAIL 262.00 ON SHEET C5.50 0 CONCRETE 12 IE IN=351.87(S) CONSTRUCTED WITH THROUGH -CURB INLET 12" IE OUT=351.87(NE) AT UPSTREAM SIDE OF PLANTER CONNECT CB j112, s o S OVERFLOW TO CONVEYANCE IN ROW. CURB RIM=353.73 - CONTRACTOR SHALL PROTECT BIORETENTION 12" IE OUT=352.Y0 A^ y AREA DURING CONSTRUCTION TO PREVENT -360- MAJOR FINISHED GRADE COMPACTION OR SILTATION CONTOUR PM STA. 2D+29.40 PM STA. + . CB 13 TYPE 2-48" CB 9 TYPE 2 48" ',.. PVI EL=356.68 ',. PM EL=355.16 SOLID LID SOLD LID STA. 21+61.06, 22.18• RT STA. 12.28' LT CB #10. TYPE " 150' VC 50' VC 12" 54.3795, RIM=35 SOLID LID _... _..._ -_-. K=62.64----- .- K=14.76. ---- IE51N4351.87 (S) 12" IE IN=346.31 (NE) N=34 STA. 19+06.34, 12.25' LT 12" IE OUT=351.87 NWT 12 IE IN-346.64 (SE) RIM=355.19 o < EXISTING GRADE AT CE OF ROAD o ? + + wi o, 12 IE OUT=346.64 (SW) 8" IE IN-349.51 12 IE OUT-349.51 (NW) (SW) <oz + r o PROPOSED GRADE AT �E OF ROAD so M nl + .o ,R '� '^ ry '� '^ r .---- -_-_.....-----on T ,(j M N ' 11 - _ _ M Il N M 4 J - -_---_--__- 1 - - - . M N < 11 W VI aJ - tC `~'-- - - '--------_ "J' a 33 LF 12" SO 0 1.00% s 30 LF 12" SO 0 1.00% a _`~' L �, 2.00% � w --- --- LDt% _.. -_ - HIGH POINT 2 STA. 20+17.48 EL=356.24 _ 81 lF 12°. S " 1 EXIST " 0 CB 112, TYPE 1 ,g $ SOLID LID STA. 21+8063, 0.93' LT SOLD LID RIM --STA. 21+28.54, 15.17' RT --. --. " IE RJ5.90 12" 12" IE RIM 12° 355.73 IE OUT-352.20 (N) -1 - a (EX) 36" IE IN=344.35 (E) - - - STA. 21+30.37, 12.84' LT 12" IE IN=345.50 (S) RIM=355.11 (EX) 6" IE IN=351.45 (NE) --. _.. 8" IE-1N=350A8 (SW) &-1E IIIII 0. (NW) -.. 12" IE OUT=349.58 (N) (EX) 36" IE OUT-343.50 (W) OJso Q I� •� n (� CoIED M •� N m m M M on M V7 , m 'A O (� co m O O cn u7 Q 0i A Co c6 co IU us c6 Co c6 co 06 � ,A un UB ,`n 16 � N M M M M M INC) M M M ,A� M •� M M M M M M H M� M M M M M� M M M M M M M M M M +20 18+40 18+80 19+20 19+60 20+00 KEY TOP CIA DEPTH TO APP. IE BOT UTILITY CIA DEPTH TO APRIE VERT. UTILITY TOP UTIL BOT UTIL CLEARANCE 7-WATER 12" 41" 351.38 STORM 1 12" 116" 346.12 4.26' Q WATER 12" 64" 351.60 STORM 12" 70" 350.00 1.609 Call 811 • two business days before you dig I) N0. 20+40 20+80 21+20 21+60 CIVIL CONSTRUCTION PERMR JON 03/12/21 RE CIVIL CONSTRUCTION PERMB RESUOM17AL TJP 09/03/21 JSF CIVIL CONSTRUCTION PEROT RMUBMITTAL I TJP 101/12/221 JSF CIVIL CONSTRUCTION PEROT RESUBMITTAL I TJP 103/11/221 JSF REVISION I BY I DATE I APPR 370 3 O ON -SITE BIORETENTION PER CITY OF 362 MINOR FINISHED GRADE RENTON STANDARD DETAIL 262.20 ON CONTOUR SHEET C5.52. CONTRACTOR SHALL PROTECT So STORM DRAIN UN 365 BIORETENTION AREA DURING CONSTRUCTION / TO PREVENT COMPACTION OR SILTATION. ®© CATCH BASIN $50 ® CONNECT TO EXISTING STORM STRUCTURE. 360 CONTRACTOR SHALL CONFIRM LOCATION . 1 5 CLEANOUT C5.52 AND ELEVATION OF STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER El BIORETENTION ID OF ANY DISCREPANCIES. 1 ® CURB INLET 355 5. PLACE ETHAFOAM PAD BETWEEN PIPE C5.51 CROSSINGS 'WITHIN LESS THAN 18° CLEARANCE. BIOPOD 350 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, LINED CORRUGATED POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM 345 DRAIN PIPE SHALL BE PER WSDOT STANDARD SPECIFICATIONS 9-05.15. 340 335 BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA. INLET ELEV. �8 90 353.83 354.00 341.32 CB g9 18+45.64, 16.00' RT 354.50 ON -SITE �1 246 354.07 354.24 343.82 BIORET ,y8 N/A N/A OVERFLOW �9 89 354.83 355.00 350.12 CB g10 19+47.39, 16.00' LT 355.50 10 90 354.49 354.66 352.20 CB g13 19+55.09, 16.00' RT 355.16 11 89 355.26 355.43 351.76 CB #11 20+04.951 16.00' RT 355.93 Z R-417854 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4�a of WA,4y� 4C� "O N SURFACE WATER UTILITY DEVELOPMENT ENGINEERING 0 10 20 40lq3ff JFarah 04/01/2022 msippo 04/07/2022 (R)j 1 inch R 9aa4v �. IN! Rn Avenue, Suite 1600 0 2.5 5 10 0� ACISTBR `{Q Seattle, WA 98101 93IONAL W6c, 206.622.5811 1 inch= ww 5 fL VERT 3/11/2022 w.kpff.com WIND As M„AS NOTED °Z°"`�""""'°"'^"' AVIIIIi CITY OFSOLERA RENTON 2842 NE SUNSET BLVD ° ® "' viav RENTON, WA 98056 AT DATUM Planning/Budding/Public Works Dept. GRADING AND STORM DRAINAGEIF NOT ONE INCH C5.12 " "`°NE'"" JEFFERSON AVENUE NE PLAN AND PROFILE C, 54 14, Z 11'l O M O O O O N Q J CM M M 0 O O _O .1