Loading...
HomeMy WebLinkAboutS-403603182.0 C'7 O 180.0 N >� 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 143.0 180.0 0+50 1+00 1+50 2+00 2+50 3+00 3+50 - 180.0 • PROPOSED GRADE 0001 178.0 ........................ : ............. ... ...: �..... ... .... _ ............ . ..... 178.0 176.0 ............ ....... ............ ..... 176.0 CV N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 174.0 co EXISTING GRADE 174.0 co m /Q STA:0+16.68, 2.81' LT ' 72. Of IE IN:166.75 8" 72.0 • IE OUT:166.75 8" CLEANOUT #1 Z STA:0+09.77, 2.81' LT Ld STA:1 +29.68, 0.00' Q 170.0 • • . • • • • • • • • • • INSTALL 8" WYE CONNECTION • • • • • • • • • • • • • • • • • • • • • • • • • • • " 170.0 • ' '8 CLEANOUT RIM:168.41 SEE PLUMBING PLANS FOR CONTINUATION Z RIM:179.00 168.0 ............ ............ •10" •WATER • • • IE OUT.167.89 (8" W) .... 168.0 _ .. .. Of 0.0100 •F�/FT•; W t14' •OF 8" Z Z 166.0 ............:... 7' OF 8" @ 0.0100 FT/FT........................:....... .... _ ............ : ..... 166.0 w Of �00 to 164.0 164.0 -0+50 0+00 0+50 1+00 pC DWAS Lj 2+00 2+25 CALL BEFORE YOU DIG �P� o NI�c'o 1 BUILDING PERMIT SUBMITTAL 2 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION SEWER PROFILE #2 _ 2 z BUILDING PERMIT SUBMITTAL 3 `" to AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL �' Q VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING OF �Fc43668IST° ti`� N uj THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF ssI ���' c f 48 HOURS PRIOR TO ANY EXCAVATION. oNa L 06119/2019 N0. REVISION �Z 4+00 5+00 SEWER PROFILE #1 0 H 0 30 60 SCALE IN FEET v 0 3 6 SCALE IN FEET R.E.W. 05 01 19 R.D.J. suRvEy R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED. R. JARVIS 5+50 6+00 6+50 7+00 REFER TO Ro-4036149 W,,403601 , So*403601 FOR AS -BUILT INFORMATION 7+50 8+00 8+50 182.0 180.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 143.0 8+95 S-403603 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY jc�z 07/16/2019 Ann Fowler 07/12/2019 :01 1"=30' HORIZONTAL' NAD 1953/1991AM& CITY OF W EAT H E R LY INN RENTON FAQ OR)R E N TO N 4500 TALBOT RD S AGE, ONE INCH DATUM V4297 RENTON, WA 98055 DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. SEWER PROFILES SS-02 IF NOT ONE INCH SCALE ACCORDINGLY sHEEr: 28 °P51