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HomeMy WebLinkAboutS-409110T KING COUNTY R. 0. W. WORK WORK SHOWN IN THIS AREA WITHIN 166TH AVE SE 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. r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! "M 435 430 425 420 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS PARCEL NO. 722970-0095 13510 166774 AVE SE PARCEL NO. 722970-0090 CD PARCEL N0. 722970-0100 432. 90 16616 SE 136TH ST � 32. 80 4,6_ 00 _ C) do 0 6" PVC SIDE / r SEWER ®2.OX M/N. (TIP.) X / �'. EXIS77NG STORM DRAINAGE PIPE U ------------------------- -------------------- ----- 63+0 ---- © - >g ��j%r 63+ 6.23 ------------------------- ---------- --------------------------------------------- 61+0 62+00 0 60+0 _ 70 00 1,, — — �494 40,2LF 10" PVC � Q' ----------------------------------------------------------- ----- - - LV ---- ------------------------------------- ��+T_ f66- H � SE ----- -30 7 X / j SSMH 9 48 SSMH 10 48 - - - - / `�1 ,wJ ETA. 56+39.21, 2.18' R INSTALL SILT FENCE AND STRAW STA. 63+04. 13, 0.00' v RIM -+4>�3 440.14 WATTLES AS NEEDED TO PROTECT RIM 443� 443.24 252 — — 1.21X [�w 10" lE IN ^-� 0 (W) 431.85 ® ADJACENT PROPERTY. MAINTAIN 10" IE 1N-44 8- (N) 429.68 ��L� 10" C-90_0 ® I 10" lE OUT T (S) 431.93 ACCESS TO EXISTING RESIDENCES 10" lE OUT ^-e9 (S)429.49 I /. --- ' 432.50 PARCEL NO. 722970-0030 - _ I 0 C) a / r 13505 1667H AVE SE I % ) T I M — W SEE SHEET C36 r Q SSMH 9, 48" STA. 56+39.21, 2.18' R RIM 046-39- 44a 14 10" IE IN— R. Oe (W) 431.85 10" IE OUTS (E) 431.93 X/S77NG GR D PROFILE ®� OF ROAD 304 1 0.74X z3�9:9-LF 10" PVC @-�9, 4,94 166 TH A VENUE SE SSMH 10, 48" STA. 63+04.13, 0.00' RIM -0-�3: 65 443.24 —10" IE IN 44. -9 (N) 429.68 10 " IE OU T-4-3. (S) 429.49 252 1.21X "0" C-,9nn o> �I N tp O o, tp O) eh tp 59+60 60+00 60+40 60+80 61+20 61+60 AS -BUILT "l CER71FY 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 EXIS71NG 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 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 62+00 62+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: 62+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 63+20 • C TY OF RENTON U'R Planning/Building/Public Works Dept. CKL7 C 425 420 63+60 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL W, F0 R-409135 S-409110 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 Z J V W DATE: MAPLE HIGHLANDS 09.05.19 166TH AVENUE SE SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C37 RENTON, WASHINGTON 98059 SHEET: OF: 37 41 DRS PROJECT NO. 17020