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R-409135
T r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! 470 465 460 455 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS SEE SHEET C34 r INSTALL SILT FENCE AND STRAW PARCEL NO. 132305-9086 50 Loo 16404 SE 135TH ST WATTLES AS NEEDED TO PROTECT ko ADJACENT PROPERTY MAINTAIN _ ACCESS TO EX S77NG RESIDENCES. M v � PARCEL NO. 132305-9096U CITY 0 16�14 SE 1357H ST PARCEL NO. 132305-9066 RENTON -- 16424 SE 1357H ST . -COUNT`---------- R.O.W. --- _LQ ------------- R.O.W.-------------- — 44ZOO - -- - - - ------- 309 44Z00 - - - - -- - L ---------- ---- - ------319Pr LF 10" ---0.85%--------------- ------------------------------ � ---� r--- _.SSMH 7 60 C-900 ©�,� STA. 50+07.87, 9.75' R'--------- ____ © [ w --------- _ `r, l RlM = , 2 465.96 ,"-------- L0_ "lE IN ^-4�(N)22 in - - ----------- - - SE 135TH STiQ - -------- _ _ _ _ W 111111111111111wT 4.11 lE OUT ^^-r-,�� (E)443.�'i , , _ - SSMH 8 48 - - - _ _ _ II w I I - -� - � OP 6" PVC SIDE STA. 53+15.48, 6.54' R v, — i SEWER @ 2.09 - RIM ^ 0. z94 454.7 -n�X- �e - MIN. (TYP.) 10" lE IN ^-6(W) 440. X5 �— — _ _ — i 446.00 10" lE OUT 44.�(E)- ` PARCEL NO. 722970-0005 _ 16411 SE 1357H ST 443.00 � I I PARCEL NO. 722970-0015 16423 SE 135774 ST / SSMH 7, 60" STA. 50+07.87, 9.75' R I RIM-066-7-I-Q 465.96 10" lE IN-,-;4�9 (N) 443.22 10" IE OUTS (E) 443.11 PROFILE 0 12 OF ROAD SE 135 TH STREET CQ KING COUNTY R. 0. W. WORK WORK SHOWN IN THIS AREA WITHIN SE 135TH STREET IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL RE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK. RESTORATION WITHIN KING COUNTY RIGHT OF WAY SHALL COMPLY WITH KING COUNTY ROAD STANDARDS. ALL TREES SCHEDULED FOR REMOVAL IN KING COUNTY RIGHT OF WAY WITH AN OUTSIDE DIAMETER OF MORE THAN 4-INCHES SHALL BE MARKED IN THE FIELD AND APPROVED BEFORE REMOVAL. 470 465 460 445 309 a85x 36eLF 10" C-900 _ 440 SSMH 8, 48" STA. 53+ 15.48, 6.54' R RIM ,� 454.77 10" IE IN (W) 44a50 10" 1E OUT 6 (E) 440. 3 49+60 50+00 50+40 50+80 51+20 51+60 AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 FN 0. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: �APPROVED:: BY DATE APPR 52+00 52+40 SEWER MANHOLE NOTES: 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. UTILITY CROSSING NOTE: 52+80 O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • C TY OF RENTON U'R Planning/Building/Public Works Dept. 53+20 rn W NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL M, U 00 T J R-409133 S-409108 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS SE 135TH STREET SEWER PLAN AND PROFILE Cn 0 z J V W DATE: 09.05.19 � FIELDBOOK: PAGE: nRAWINI: Nn. 16210 SE 134TH STREET C35 RENTON, WASHINGTON 98059 SHEET: OF: 35 41 DRS PROJECT NO. 17020