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HomeMy WebLinkAboutS-397104Z 0 V z Q LIJ w a z Ld J LL. - 256 .252 250 N rn STA.=30+ 0 0, ALLEY A END ROAD MPROVMENTS All 265 260 255 250 245 240 235 230 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 ROAD A SEE SHEET SS-01 i \ \ 2.00% CL INT'X & B A I STA 31 +80.13, ALLEY A = STA. 8+82.24, ROAD -2.00� PROPOSED GRADE @ � -1.00% SSMH 7 TYPE 2-48'o 16 246.68 RIM-24 6.78 233.54 IE OUT=''zoo-8"� E �� 8 0 PVC © S=�� 1 .09% EX. GROUND i L 1.50% PROPOSED WATER 181.1 SSMH 8 TYPE �� RIM='�� 1, Z8 � PVC S IE OUT- @ S=,�2 -�^�,, 1.23% 234.18 PROPOSED STORM Noun SSMH # 1 SEE SHEET SS-01 2-48"0 I SS 47.03 go W Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,IMT,ND,OR,WA) 30+00 2-3-2020 31 +00 32+00 33+00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001-01 6. AS�BUILT 0 FIRST SUBMITTAL ESM 08/30/17 SURVEYED: SCALE: 1 "=20' 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED 2 THIRD SUBMITTAL ESM 01/03/18 DRAWN: DIL ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: N 0. REVISION BY DATE AP P R APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 265 260 255 250 245 240 235 230 34+00 CITY OF IS RENTON Planning/Building/Public Works Dept. R-1 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 35 243.00 237.90 5.10 36 242.77 237.78 4.99 37 242.67 237.73 4.94 38 242.42 237.36 5.06 39 242.25 237.27 4.98 40 242.11 237.20 4.91 41 241.93 236.86 5.07 42 241.85 237.20 4.65 43 242.24 237.38 4.86 44 242.31 237.41 4.90 45 242.76 237.90 4.86 46 243.03 238.02 5.01 47 243.20 238.10 5.10 48 243.50 238.58 4.92 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES SANITARY SEWER PLAN & PROFILE UTILITY PERMIT # DATE: 01/23/18 FIELDBOOK: PAGE: DRAWING NO: SS-02 SHEET: OF: 34 55 U r•� 0 0 O S-397104