Loading...
HomeMy WebLinkAboutR-417856DO 7 O V W I- Q CC LU J O Cn CB ii MIX RIM=355.18 B" IE 01 2 17 o a l o La + ^ M N eO 23+00 n W 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 C5.16 FOR CONTINUATION E BUILDING A CBF4A T' RIM=362.95 2 1191 e 33 LF 8" ® 8" IE OUT=359.11 ro >D eD• Illl " D ° r' II -`r .� ___ N Ll ,`f1 8m ® NE 11 bill �111111W 11 I\'111111.����.EIIIIHICE RE r©m � I 1 1 11" 1 380 375 370 365 360 355 350 345 340 335 SOLIf LID STA. STA. 23+19,63, 10,00' RT.. RIM=354.21 12" IE IN=346.56 (SE) 8' IE IN=348.94 (SW) ................... 8" IE IN=346.56 (NE) 12' IE OUT ;;ETHARCAMIEI - 1ti--< 2,30% t BLOCKING FOR LESS THAN 1.5' UTIL SEP YY� 1" WM 44 �6k DNA IND 25+ g e w p - - 11 LF 12" ® " 5.36% A Cr ° LJ D 00 g - t °D E 0 . e 2 18 ro CLEANOUT D ° RIM=364.00 D IE=359.48 _ o SEE SHEET C5.16 FOR CONTINUATION ........... ..........._ ci Nub �N 00 N ccF6N N M V Or) � M "! M.......... PROPOSED GRADE N AT OF ROAD a CB #14, TYPE 2-48" EXISTING GRADE AT SOUD LID '.. ........ q OF. ROAD STA. 24+31.78, 10.00' RT RIM 362.92 12" IE IIIIII 73 (SW) 8" IE IN=359.06 (NE) /J kNw) 'PING SIGHT DISTANCE CHECK HEIGHT ''I= 3.5 FT, OBJECT HEIGHT= 2 FT w v� V=LU MI'N, U=IU.33A 1MAA.. UNAULT, L=.IDU..f.1 (bUNVIL.LLRUJOI/ K=12.12 S = 1.47*VW(2.5) + (VI / 30 * (0.347826 f (G/100)) 42 LF 12" SO 0 3.95% PVI STA. 23+46.60 PM EL=354.81 9" SS XING '.. '.. S = 1.47*(20)*(2.5) + (20"2 / 30 IF (0.347826 -.. 0.1055) ... .... ........ STA.,. 24+17.79 ',.. EL=337.64 S = 129 FT > L = 100 FT START OF CURVE TO INTERSECTION = 1188.65 FT � s a y m ICE,o ,' j c� CD NIB �ga M M rn h � ✓� M M M M ,� M M M M ED No CD M M 23+20 23+60 24+00 KEY TOP DIA DEPTH TO APP. IE BOT UTIUTY DIA DEPTH TO APP. IE VERT. UTILITY TOP UTIL BOT UTIL CLEARANCE Qj WATER 1 12" 49" 348.05 1 STORM 8" 73" 346.55 0.50' 24+40 Call 811 • two business days before you dIg N0. 24+80 25+20 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION 7�y1, L I Z 91911 91•0111 91,R 6L01 BY I DATE I APPR NOTES: 1. ALL CATCH BASINS WITHIN THE RIGHT OF WAY SHALL BE CONSTRUCTED WITH VANED GRATE LOCKING UD, UNLESS NOTED OTHERWISE. O2 ROADSIDE INFILTRATING BIORETENTION PLANTER PER CITY OF RENTON STANDARD DETAIL 262.00 ON SHEET C5.50 CONSTRUCTED WITH THROUGH -CURB INLET AT UPSTREAM SIDE OF PLANTER CONNECT OVERFLOW TO CONVEYANCE IN ROW. CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. O3 ON -SITE BIORETENTION PER CITY OF RENTON STANDARD DETAIL 262.20 ON SHEET C5.52. CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. ® CONNECT TO EXISTING STORM STRUCTURE. CONTRACTOR SHALL CONFIRM LOCATION AND ELEVATION OF STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 5. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" CLEARANCE. 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 DRAIN PIPE SHALL BE PER WSDOT STANDARD SPECIFICATIONS 9-05.15. KEY PLAN NTS LEGEND: - - PROPERTY LINE/ROW LINE ROW CENTERUNE ASPHALT CONCRETE -360- MAJOR FINISHED GRADE CONTOUR 362 MINOR FINISHED GRADE CONTOUR -OD- STORM DRAIN LINE H4 Sb ■ Q CATCH BASIN C5.50 C5.50 • CLEANOUT 1 5 C5.52 1❑ BIORETENTION ID ® CURB INLET 005.51 ® BIOPOD BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA INLET ELEV. 16 54 354.50 354.67 351.50 CB #14 23+39.35, 16.00' LT 355.17 17 54 355.01 355.18 351.41 CB #14 24+59.43• 16.DO' LT 355.58 18 76 363.12 363.29 359.29 C8 #15 23+32.09, 363.79 16.00' RT 19 105 363.22 363.39 359.39 CB #15 24+46.84' 6.00' RT 363.89 q 5. ��ot "INniFEd 0 )rr 10 20 40 - lq3ff 1 inch = 20 k. HORZ 9M47 I6015th Avenue, Suite 1600 0 2.5 5 10 o�RACIST8*�`{Q� Seattle, WA 98101 93tONAL ' 2N.6II.5622 1 inch = 5 k. VERT 3/11/2022 w .kpff.c•m M"`HAND III AS NOTED °" �"'°'°"n°°' AVIIIIIIIIL CITY OF ' RENTON � viav � DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH R-417856 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 04/01/2022 11 msippo 04/07/2022 O SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING AND STORM DRAINAGE NE 11TH STREET PLAN AND PROFILE SmI OWNING NO C5.14 56 14° Aw O M O O O O N Q J CM M M 0 O O I CO CC sa