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HomeMy WebLinkAboutR-403617186.0 C„) O 1- 184.0 O 0 182.0 W 180.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 ..... ...........f.............•................................ .................;.....................;................. . - - -- ....................... \ ......................... ..... . - - -- ......................... .......... .................. ............................................. ..... ... ..... • STA:0+98.03, 0.00' . • • • • ...........INSTALL 8" WYE CONNECTION ............. ..... • ... .... . • IE IN:163.74 (8" S) PROPOSED WALL IE IN:163.74 (8" E) • IE OUT.163.74 (8" W) ............,....... ........ • STA:1+74.37, 0.13' RT • • ' • ' ' • ' • ' . ' • ' • ' • ' • ' • ' • ' • ' CONNECT STORM LINE TO • ' • ' • ' STORMCAPTURE VAULT IE IN:160.79 (8" E) AREA DRAIN #3 .. ........ ... ..... .... . STA:0+23.98, 0.00' TYPE 50 AREA DRAIN RIM:166.78 01--8" ' ­IE OUT:164.11 (8" NW) . .... .... ... ... .......... ® § . ..... .... . 7 LF OF 8" 0 0.50% ' ... STA:0+30.98, 0.00' .... .... ... ... ..... .... . INSTALL 8" 45' BEND IE IN:164.07 (8" SE) 31 LF OF 8" ® 0.50% • • IE OUT:164.07 (8" W) .. .. . ... • STA:0+67.04, 0.00' RT ...... • • • • • • : 36 LF OF 8" @ 0.50%-: INSTALL 8" WYE CONNECTION IE IN:163.89 (8 SE) • IE IN:163.89 (8" E) ..... . ............ , ..... IE OUT:163.89 (8" W) ....... , ............ .... . t t 186.0 184.0 182.0 180.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 154.0 154.0 0+00 0+50 1+00 1+50 2+00 2+25 0 FSTO PROFILE #4 188.0 188.0 186.0 - - - -- ............. .... 186.0 184.0�-... Jam ................ .. ..... 184.0 \ CB #23 • �_ _, STA:1 +42.00, 0.01' RT CATCH BASIN TYPE I 182.0 - W/ SOLID LID .. f .. - 182.0 RIM:178.37 IE IN:173.40 (12" S) ' 180.0 .... IE IN:173.40 (8" W) ........ 180.0 IE OUT:173.40 (12" N) CD rn CD cn 178.0 ..... .... .........o 178.0 ro 00 AREA DRAIN 4 - " # 40 LF OF 8 • @ Q Spq Q 176.0 STA: 0+23.19, 0.00' • • ' • ' • ' • ' • ... • . • 176.0 TYPE 50 AREA DRAIN �l w RIM:178.73 �F 4F 8" ® . IE OUT.176.06 (8" NE) 3399, Z 174.0 - - - -- ..... ...... ..... ..Q ....... 174.0 Q CD 7 LF OF 8" ® 0.50% z 172.0 - ' STA:0+30.17, 0.00' ' ' ' STA:0+70.51, 0.00' • ' • ' • • .. • . • 172.0 o INSTALL 8" 45' BEND • ' • ' . INSTALL 8" WYECONNECTION w IE IN:176.03 (8" SW) IE IN:175.82 (8" S) cn 0 170.0 - .IE OUT:176.03 (8" N) .... • ' ' ' IE OUT7175 828(8W E) • ' ' ' f ' ' ' ' ' 170.0 3 n 168.0 168.0 0CN 0+00 + 0 1+50 1+75 55 D. ]A R p F WAS �Lu � 2 STORM PROFILE #5 ���� NI"co CALL BEFORE YOU DIG s , c) Z 00 co 2 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION o' °° rn AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL ` `� a' cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING o� �Fc43668 "'°rSTf THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF SSI 48 HOURS PRIOR TO ANY EXCAVATION. oN a L 0611912019 N0. �Z 166.0 164.0 162.0 160.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 0+50 1+00 1+50 STORM PROFILE #2 .....: . ... ....:..................... . - - -- ..... . . . ........... ......... O,r CB #9 • �2' ®8 STA:0+25.67,0.00' � CATCH BASIN TYPE 1 0 0 W/ VANED GRATE RIM:177.23 4 IEOUT:172.73(12"SW) ' I ' ion WATER] ' CB #10 :o8"oSEWER��STA:0+82.05,0.00' • CATCH BASIN TYPE 1 W/ VANED GRATE ..... ...................... RIM: 172.11 .. IE IN:168.00 (12" NE) • IE IN:168.00 (12" N) IE OUT.168.00 (12" SW) 0+00 0+50 1 +00 STORM PROFILE #3 1 +40 REFER TO R*4403614, i.. e 164.0 162.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 1+81 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 W*4403601 , S*4403601 FOR AS -BUILT INFORMATION BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION R.E.W. 05 01 19 R.D.J. SURVEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: DESIGNED: MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPRovED: R. JARVIS ........... ........... ...... 180.0 ......... ............. ... ....... ...,............ ........ ... 178.0 ' T74" WATER ' ......... ................ .... ... • &" SEWER ' ............... .........•. �OFB"0.8t% ... 176.0 • 7 OF 12" a 0.67% 42 pF 12� ® 0.86% C , r� ' - - _ � � 5n4� •� . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . 174.0 : CB #2 : STA:9+63.08, 0.00' CB #23 CB #4 CATCH BASIN TYPE 1 ' • • • • • • • • • • • . STA:7+40.37, 0.12' LT . • • •• • • • ' STA:8+10.55, 0.00' ' ' ' ' ' W/ BI-DIRECTIONAL VANED GRATE • • • • • • • • • • • •• 172.0 CATCH BASIN TYPE 1 CATCH BASIN TYPE 1 RIM:178.66 \ W/ SOLID LID W/ BI-DIRECTIONAL VANED GRATE IE IN:174.91 (8" W) RIM:178.37 RIM:177.86 IE IN:174.91 (12" SW) \ CB #1 ' ' ' ' ' ' ' ' ' ' ' ' IE IN:173.40 (12" S) ' ' ' '. ' ' ' IE IN:173.75 (12" S) ... IE OUT.174.91 (12" E) ' STA:10+04.81, 0.00' • ' ' ' 170.0 N IE IN:173.40 (8" W) IE OUT:173.75 (12" N) TYPE 50 AREA DRAIN o IE OUT.173.40 (12" N) CB #3 RIM:178.66 0....... ...: ............ :175.25 (8" E),:., .' IE OUT .... 168.0 63 LF OF 12" @ 0.51% CATCH BASIN TYPE 1 Lij u L W/ BI-DIRECTIONAL VANED GRATE; U) RIM:178.22 ............ . ............ ........... ......... ,IE IN:174.38 (12" W) ........... 166.0 Lu : : : IE OUT.174.38 (12" N) : Z J _ .........................•.............•..........................•............. •..... 164.0 Q ............•............ ........... ......................... ........... .... 162.0 ............:............ ........... ............;............ ........... .... 160.0 .................................................................................... 158.0 ......................... ........... ......................... ........... .... 156.0 ............:............... ........... :............;............: ........... :.... 154.0 152.0 00 7+50 8+00 8+50 9+00 9+50 10+00 10+24 FAI > NOTE: ALL STORM PIPES ARE HDPE UNLESS NOTED OTHERWISE H 0 30 60 SCALE IN FEET V 0 3 6 SCALE IN FEET SCALE: " NAVD 19M CITY OF 1 "=30' HORIZONTAL: NAD 18e3/1891 1�# RENTON ONE INCH DATUM AT IF NFULL SCALE Planning/Building/Public Works Dept. OT ONE INCH SCALE ACCORDINGLY STORM PROFILE #1 R-403617 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LDEVELOPMENT ENGINEERING SURFACE WATER UTILITY z 07/16/2019 ' jfarah 07/12/2019 -01 WEATHERLY INN RENTON 4500 TALBOT RD SFIEUM RENTON, WA 98055 PAGE OK: PAGE: DRAWING NO: STORM DRAINAGE PROFILES SD-03 SHEET. OP 17 51