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HomeMy WebLinkAboutS-389712W z W 0 ry Ld ry U W w U7 Ld ry U Ld SE i/a VUECRES T ESTATES & VUECRES T {{ SHORT PLAT SECTION 3l, TOWNSHIP 23 N, RANGE 5 E, W.M. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 1 CITY COMMENTS, REVIEW 1 M&I 103.22.16 MAJ SURVEYED: SJs 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MXI DESIGNED: 3 CITY COMMENTS, REVIEW 3 MAJ 08.25.16 MAJ MAJ 4 CITY COMMENTS, REVIEW 4 MAJ 10.21.16 MAJ DRAWN: YLP 5 MYLARS 3 MAJ 12.06.16 MAJ CHECKED: 6 DRAFT AS-BUILTS I MAJ 101.04.18 MAJ MAJ APPROVE N0. SD REVISION BY DATE 771 APPR UTILITY CROSSING TABLE C UT BOTTOM OF PIPE TOP OF PIPE CLEARANCE FT FG 1 SD 366.10 369.44 SS 362.70 3.40 2 SD 366.17 369.42 WA 364.67 1.50 3 SD 366.29 371.46 SS 363.73 2.56 4 SD J67.49 371.43 WA 366.47 1.02 5 WA 365.90 371.56 SS 364.32 1.58 6 WA 370.70 374.98 SS 367.08 3.62 7 SD 368.13 375.16 SS 366.62 1.51 8 SD 369.29 375.09 WA 370.95 1.66 9 SD 372.05 377.60 SS 369.79 2.26 10 SD 373.80 377.60 WA J72.74 1.06 11 SD 405.82 407.64 WA 404.32 1.50 F12-7 SD 238.81 24J.5T77771 EX. SD 239.88 1.07 NOTE: 8" WATER MAIN REQUIRES 3 FOOT MINIMUM COVER. VUECREST II SHORT PLA T 015007232 AS -BUILT "1 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 COND1710NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERWS10N ON THIS DA TE: 111212018.- SCALE: /12/2018." SCALE: VERTICAL: 1988 C T Y 0 E AS NOTED HORIZONTAL: NADAD 1 1983/183/1 991 t RENTON ONE INCH A AT FULL SCALE Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II PAGE: COMPOSITE UTILITY PLAN 09.28.15 C32 U15007217 / U15007232 SHEET OF: 32 33 DRS PROJECT No. 12102 R-387982 W-389701 S-389712