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HomeMy WebLinkAboutW-427508N v 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 30 20 30+00 30+50 UTILITY CROSSING TABLE CROSSING 1 UPPER NETWORK UPPER P/PE IE LOWER P/PE CROWN LOWER NETWORK CLEARANCE 1 STRM 31.08 26.84 SSWR 4.24 2 STRM 29. 37 25 J6 SSWR 4.02 3 STRM 30.83 25.70 SSWR 5.13 4 STRM 30.27 28.43 SSWR 1.83 5 STRM 29.61 26.05 SSWR 3 56 6 WA TR 28.39 27 J9 SSWR 1.00 7 WA TR 27.67 25.40 SSWR 2.27 8 WA TR 27.65 26.51 SSWR 1.14 9 STRM 28.23 27.31 WA TR 0.92 31 +00 31 +50 32+00 UTILITY CROSSING TABLE CROSSING/ UPPER NETWORK UPPER P/PE IE LOWER P/PE CROWN LOWER NETWORK CLEARANCE 10 STRM 29.38 28.81 WA TR 0.57 11 STRM 29.70 29.18 WA TR 0.52 12 STRM 28.88 28.30 WA TR 0.59 13 STRM 29.33 28.71 WA TR 0.62 14 STRM 30.91 29.77 WA TR 1.14 15 STRM 31.04 29.11 WA TR 1.93 16 STRM 30.90 29.53 WA TR 1.37 17 STRM 30.25 28.79 WA TR 1.46 18 STRM 29.93 27.96 SSWR 1.96 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 811 32+50 33+00 33+50 UTILITY CROSSING TABLE CROSSING 1 UPPER NETWORK UPPER P/PE IF LOWER P/PE CROWN LOWER NETWORK CLEARANCE 19 WA TR 28.58 27.46 SSWR 1.12 20 STRM .31.45 26.99 SSWR 4.45 21 STRM 31.11 29.63 WA TR 1.48 22 STRM 26.62 27.28 WA TR -0.66 2.3 WA TR 29.13 28.45 STRM 0.68 24 STRM 29.45 27.90 WA TR 1.56 NOTES.• 1. IN AREAS OF FILL, NEW ROADWA Y SUBGRADE SHALL BE FILLED AND COMPACTED BEFORE EXCA VA TION FOR INSTALLATION OF NEW WATER MAIN (TYR) 2. 12" WA TER MAIN SHALL BE A MINIMUM OF 4' AND A MAXIMUM OF 6' BELOW FINISH GRADE 1 1ST SUBMITTAL CORRECTIONS DJL 9 23 25 SURVEYED: OTHERS SCALE: 2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 DESIGNED: DE DANIEL J. LARSON, P.E. 3 95% CD'S DJL 5/15/26 4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 DRAWN: CHUCK FEMLING ONE INCH CHECKED: KATIE LANE, E.l. T. AT FULL SCALE IF NOT ONE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: DANIEL J. LARSON, P.E. VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 30 20 34+00 34+20 25+50 f 30 25+75 �� Lq111-0 �� ••oF • waS,y.:?'s CIVIL ENGINEERING �• P� 0� LANDSCAPE ARCHITECTURE PLANNING 'Con �DESIGN SURVEYING off•• ,p� 21018929 OR�•��F' FSS/ONAL VR 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 5/26/26 S-427508 R-427508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 06/09/2026 WATER UTILITY A or, WASTEWATER UTILITY ABDOUL GAFOUR 06/09/2026 Mbenoit 06/03/2026 DATE: KENNYDALE GA TEWA Y 5115126 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: PAGE: C5.22 WASTE WA TER & WA TER PROF/LES SHEET: OF: 43 48 O N v N N W W V Q Z