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HomeMy WebLinkAboutS-397105L]j m a Z Ld J LL. 285 275 270 265 260 255 250 A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON ROAD A SEE SHEET SS-01 � ' I r�l � � 1 ` 1 •;� III � • 11111 ur�Ord ULl��MENEM min m"` I mi F]421 MIN ISM 0 1 50+00 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,IMT,ND,OR,WA) 1213 71 k�M' 2L 2-3-ZO20 51 +00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001-016. AS -BUILT 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION 52+00 1� ALLEY B �00 '64 S 30 31 32 � 258 - -43- -44- 45' ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 DRAWN: Pw DM CHECKED: 53+00 33 - 34 SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY J, END ROAD IMPROVEMENTS ,2 S.S.M.H. #10, TYPE 2-48" 0 STA. 53+35.79, 5.00' RT. 264 \ \ 262 260 - 270 - - 268 _ 26f 2 285 275 270 265 260 255 250 53+60 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 + CITY OF RENTON DATUM Planning/Building/Public Works Dept. r� SCALE: 1 "�_20' HORIZ. 1 -5 VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 LOT SERVICE CROSSING TABLE LOT # WATER IE SEWER CROWN DIFFERENCE 12 263.62 258.66 4.96 13 263.38 258.54 4.84 14 263.34 258.52 4.82 15 263.04 258.12 4.92 16 262.86 258.03 4.83 17 262.75 257.98 4.77 18 262.59 257.62 4.97 19 262.82 258.37 4.45 20 263.48 259.16 4.32 21 263.87 259.32 4.55 22 264.32 259.76 4.56 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES SANITARY SEWER PLAN & PROFILE UTILITY PERMIT # DATE: 01/23/18 FIELDBOOK: PAGE: DRAWING NO: SS-03 SHEET: OF: 1 35 55 U r•� S-397105