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HomeMy WebLinkAboutR-389766I- C/) 'Ld ry U W w U7 Ld ry U Ld CB 6, TYPE 1 STA. 11+01.71, 15.01' L RIM 469-X4369.26 12" lE 466-4 (W) OUT, c 10+00 L - r - = _ RIM -X369.31 12" /E z366. f 6 (E) IN366.05 12" /E 366-+9 (S) OUT 366.07 10+40 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 10+80 11+20 VERTICAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUEC71"REFS T ESTATES & VU. ECRES T l! SHORT PLAT 11+60 12+00 BENCHMARK.• 12+ 40 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227: FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. 12+80 GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL 13+20 13+60 AS -BUILT 14+00 14+40 "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, NORTH SIZESELEVA77ONS DEPTHS PIPE AND AS—BUILT COMMENTS, ACCURA TEL Y REFLECTS EXIS NGFIELD CONDI TIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 1/12/2018." 1 ICITY COMMENTS, REVIEW 1 MAJ 103.22.16 MAI SURVEYED: SCALE: `. is VERTICAL: NAVD 1988 2 CITY COMMENTS, REVIEW 2 MAJ 06.06.16 MAJ AS NOTED HORIZONTAL: NAD 1983/1991 D.R. STRONG DESIGNED: CONSUL TING ENG/VEERS 3 CITY COMMENTS. REVIEW 3 MAJ 08,25.16 MAJ 4 CITY COMMENTS, REVIEW 4 MAI 10.21.16 MA,J DRAWN: ENGINEERS PLANNERS SURVEYORS 5 MYLARS MAI 12.06.16 MAJ CHECKED LP ONE INCH DATUM MAI AT FULL SCALE 6 DRAFT AS—GUILTS MAI 01.04,18 MAI IF NOT ONE INCH 620 7TH AVENUE, KIRKLAND, WA 98033 APPROVED: SCALE ACCORDINGLY O 425.827.3063 F 425.827.2423 NO. REVISION BY DAT E A P P R MAJ C TY OF RENTON Planning/Building/Public Works Dept 14+80 15+20 154-60 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II 09.28.15 ROAD AND STORM PLAN AND PROFILE PAGE: 0 DRAWING N0: C16 U15007217 / U15007232 n: HEET :16: OF 33 DRS PROJECT NO. 12102 R-389766