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HomeMy WebLinkAboutR-409118V ) z LU C� J n a U TILI TY CROSSING NO TE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS AS -BUILT "I CER77FY 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 EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPER WSION ON THIS DATE: 212912024." I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! , X , I 20 00 O O Ln 20+00 NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS PROFILE ® C OF H.P. ELEV = 508.27 H.P. STA = 21+04.14 PW STA = 2 +76.64 PW ELEV — 506.82 A.D. = 9. 0% K = 1 145.00' C O + o EXISTING GRADE -- ,�-- PROFILE ® IF OF ROAD 2.00X 'ROPOSED WA 71 --- - LF - Z� CB 4, TYPE 1L STA. 20+67.79, 8.17' R 5OZ 73 1 RIM 5619.3 505.16 12" lE IN �566.39 (SW) 505.15 12" lE IN 696.49 (N) 505.13 12" lE OUT 666.36 (E) 1.46X 20 LF 12" LCPE © (P104) CB 104, TYPE 1 L STA. 20+68.28, 12.17' L RIM 688-E+508.20 12" lE IN 505.50 (NW) (AB) 12" lE OUT 505.50 (S) 505.45 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N LO h V) 20+40 20+80 FINAL AS—BUILTS COMMENTS 2.28.24 REVISION 0 CB 3, TYPE 1 ETA. 21+89.27, 12.17' R 12" 03.� 97 RIM �B3-8f1- 500.5 IE IN 99:59• (W) 500.4712" IE IN 669.66 (N) 500.52 12" IE OUT :5ee.§g (E) AB 1 24 LF 12" LCPE 9 �� (P103)- CB 103, TYPE 1 STA. 21+89.27, 12.17' L 503.99 RIM 0 501.4 6" IE IN 6ei.4e (N) 500.81 12" IE OUT :596.89• (5) d N �_ r7 ►� �o v O ^ O ^ 'd 0 0 0 o Ln L 21+20 21+60 22+00 YLP 02.28.24 YLP I SURVEYED: SCALE: DJC ems` DESIGNED: YLP AS NOTED DRAWN: GLB ONE INCH CHECKED: AT FULL SCALE YLP IF NOT ONE INCH BY DATE APPR APPROVE SCALE ACCORDINGLY �1 I I I I I I I 515 �u Q 510 N W � ZZ Q 495 Ln ;I- 22+40 22+60 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM V;R) C TY OF RENTON vilkw Planning/Building/Public Works Dept. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH 15 R-409118 VERTICALL IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: MAPLE HIGHLANDS 09.05.19 ROAD A STORM DRAINAGE PLAN AND PROFILE FIELDBOOK: PAGE: 16210 SE 134TH STREET C 18 RENTON, WASHINGTON 98059 SHEET: 18 OF`41 DRS PROJECT NO. 17020 TT V J O rn T LX �J 00 T J Cn 0 z a J V W ^J 5a L