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HomeMy WebLinkAboutS-397103z O z J Q w L;j a Z Ld J LL. P ' CENTER' OF cup-oe-snc STA 6+26.68, ROAD A 1 �- STA/�1 +81.41. A ELr x _■■ A i •• 9 RT.- I � � maim Li C7 ®I-Opol ROAD TAX 1 \ I \ 5 ALLEY E SEE SHEET SS-04 300 EXISTING TPROPOSED R/W ADDITIONAL R/W 295 I I 290 1 ' -,, 285 275 270 265 _ S.S.M.H. #4, TYPE 2-48"0 STA. 6+31.00, 8.50' RT. 300 285 - • �11 WA Im - N W +00 N A C) N �' 8 o PVC --)S 121.1' CI �, b STA 8+ A - • � ' ` - 31 8 .1 5 A L_EY Fi=& \ ALLEY A � � � SEE SHEET -- I S.S.M.H. " ' , SS-02 ' #3, TYPE 2-48 0 41 S.S.M.H. #1, TYPE 2-48 0 � STA. 7+36.43, 8.33' RT. _ STA. 8+87.24, 8.00RT. I J� ALLEY C _ ' SEE SHEET 28 SS 03 40 CL INT X STA 7+33.15, ROAD A STA. 51 +63.35, ALLEY C & D F r 27 11 I 39 285 260 CL INT'X EX. GROUND ® n STA 8+82 24, ROAD A I = STA. 3 +80.13, ALLEY A & B I ELEV=245 94 _ 280 255 M EX. GROUND ©� CENTER OF CUL-DE-SAC 290 6 _ 275 25 •opg S A 6+26.68I ROAD A 1 ° STA. 71 +87 41, ALLEY E CL INT'X E EV=275.85 - , \ STA 7+33.15, ROAD A ✓ = TA. 51 +63.,'55, ALLEY C & D EX. GROUND © 285 27\ 270 245 0 ELV=266.70 \ PROPOSED \ \ GRADE 280 2 265 240 oog \ 260 26C� 235 295 1 280 I I PR(1P(1CFn WATER -... ..�� M 70 255 `107 LF 8 '0 PVC SS ® S= - � PROPOSED M GRADE © 106.8' 1 .09 PROPOSED STORM M SSMH 4 TYPE 2-48"o 265 250 M SSMH 3 TYPE 2-48"0 R I M =2q-5-.7-8- 275.92 RIM265.92 IE IN=2-I 4� 8"0 NW 267.59 IE IN=252.89 8"0 N 252.54 M IE OUT- 8"0 S 267.67 IE IN=252.89 8" O W 252.46 IE IN=252.89-8"0 E 252.63 IE OUT=''�9 8"0 S 252.31 7 7 ILF, 8"0 PVC SS 6+00 7+00 © S=13.69% 77.0' 13.43% CERTIFICATION FOR AS-BUILTS ONLY. �.,5. A. , SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS ,,.�� °F A y .• DATED JANUARY 30, 2018, JOB #1938-001-01 6. 0 FIRST SUBMITTAL `P 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL 2 715 AS�BUILT FSS�ONAL ENG\ 2-3-2020 NO. REVISION :72 LF, 8" 0 PVC SS @S-14.19%- 230 71.8' 14.0 250 225 ISSMH #2, TYPE 2-48"0 _ RIM=''�40- 255.3 IE IN�242.2& 8"0 N 241.9 IE OUT=''^2� 8'0 S 241.9 ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 Pw DRAWN: DCL CHECKED: \ SSMH P . TYPE 2-48"0 M M PROPOSED ,GRADE 121 1, 8" 0 s -� s RIM 245.02 IE IN=''Z�-3- 8"0 N 231.83 IE IN='�-3- 8"0 W 231.72 IE IN= 8" O E 231.95 IE OUT 8"0 S 231.70 n I Is \ I I I ' N LA SCALE: 1 „=20' HORIZ. 1 =5 VERT. �� VJ CONTOUR INTERVAL = 2' co i (3) 20 10 0 20 40 Q ' NI I O I. r I O � a I CL INT'X + I ' STA 10+00.00, ROAD A • • STA. 2+87.79, S 132ND ST (� 10 00 ' s a J \ EX SSMH #1, STA 10+06.18, 6.55' RT I RIM=238.03 N I IE IN=77�8, 8" 0 N O I CONNECT TO EXISTING SSMH. CONTRACTOR I TO VERIFY SIZE, DEPTH & LOCATION PRIOR II ~' TO CONSTRUCTION & NOTIFY ENGINEER O OF ANY DISCREPANCIES. O II I I O I SAWCUT LINE (TYP.) RIM=238.03 IE IN=225.1 8" 0 N SCALE: VERTICAL: NAVD 1988 10=20' HORIZONTAL: NAD 1983/1991 + CITY OF RENTON • ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY M CL INT'X STA 10+00.00, F = STA. 2+87.79, S 132ND ST ELEV=237.99 IN COMPLIANC 00 O O 260 O 255 250 245 240 235 230 225 E WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES SANITARY SEWER PLAN &PROFILE UTILITY PERMIT # DATE: 01/23/18 FIELDBOOK: PAGE: DRAWING NO: SS-01 SHEET: OF: 33 55 S-397103