Loading...
HomeMy WebLinkAboutS-409109T r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) In V W v ) C! NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS a 0 PARCEL NO. 132305-9057 0.00 16436 SE 135714 ST _ PARCEL NO. 132305-9075 446.00 16444 SE 1357H ST OP PARCEL NO. 132305-9061 INSTALL SILT FENCE AND STRAW 16464 SE 1357H ST 02 U WATTLES AS NEEDED TO PROTECT 440.00 ADJACENT PROPERTY. MAINTAIN SEWER ©2.09 PVC SIDE ACCESS TO EXlS77NG RESIDENCES S MIN. (TYP.) lV -x x, x IL (� / 5 +00 - _ -------A, SSMH 9 48» . . . ------------ - ---- ------ __ ------- _ _ _ STA. 56+39.21, 2.18' R / O �V _ 55 0 440.14 RIM --- " �- A - 62 _ - 431.85-10" IE IN-�- (W) - v 324 LF 10" PV © - �,�10" IE OUT-43F.36 (S) _------- ----- o ----SE 135TH STR ET ------------------------------ A __ - - - - ---- - 56+ 0.07 -----------------------o --- - -----1 , o OP OP - L . . . . . . ® �� PARCEL NO. 722970- 0020 440.00 16435 SE 1357H ST 444.00 X PARCEL NO. 722970-0025 16445 SE 135774 ST SEE SHEET C37 I 455 455 EXISTING GRADE --------------- PROF/LE ® OF ROAD 450 N Ln Q 445-�-�--�-----_-- 445 LJ4 - Z--------------- � ___ 440 AB J24LF90,pVC�2.62X Q 435 435 0 430 4M SSMH 9, 48" STA. 56+39.21, 2.18' R RIM-4-0,9-3.+ 440.14 10" IE IN (W) 431.85 SE 135 TH STREET 10" IE OUT (S) 431.93 ap N o N o � ^ a, a, o r Ln N d �O O of°� 00 co O Ln CSLn Ln O�1 53+20 53+60 54+00 54+40 54+80 55+20 55+60 56+00 56+40 56+80 AS -BUILT "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATONS, 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." rAr- Di LK -in 4j 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N O . 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: YLP BY DATE APPR APPROVE 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: 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. T C) 0) T M, LJ KING COUNTY R.O. W. WORK WORK SHOWN IN THIS AREA WITHIN SE 1357­H 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. 00 Q J NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL R-409134 S-409109 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS SE 135TH STREET SEWER PLAN AND PROFILE Cn 0 Z J V LU DATE: 09.05.19 FIELDBOOK: PAGE: L nRAWINI: Nn. 16210 SE 134TH STREET C36 RENTON, WASHINGTON 98059 SHEET: OF: 36 41 DRS PROJECT NO. 17020