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HomeMy WebLinkAboutD-3570480 n tI LID a z c� C 1 m �---- z i �w 20.0' RAILROAD 1' EASEMENT ~I o Y �R+.nn e . III D s� III of I 3 III SURVEY CONTROL POINTS POINT DESCRIPTION NORTHING EASTING ELEV 663-15.22MIC 175936.76 1294424.40 21.40 663-15.20MIC 175950.95 1294791.23 20.94 E663-15.19RC 175921.97 1294821.85 21.61 © 663-14.14MIC 175932.97 1295376.78 22.06 E663-14.13MON 175960.25 1295383.24 22.53 663-14.16MON 175902.40 1295582.45 23.39 J663-14.18MON 175950.46 1295597.85 23.18 663-14.15MON 175901.09 1295632.87 23.55 © 663-14.17MON 175949.57 1295648.89 23.24 663-14.12RC 175898.52 1295690.76 23.33 663-14.11MW 175894.53 1296014.69 22.83 663-14.10MIC 175910.28 1296673.65 22.67 © 663-2.9MW 175878.28 1296704.16 23.39 �cT G za Louis Berger �I TCR��2FE4 �. 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 = I u PLAN /1[1 SURVEY AND ALIGNMENT CONTROL SCALE: 1 "=100' ALIGNMENT CONTROL POINTS POINT STATION / OFFSET DESCRIPTION NORTHING EASTING ❑1 3+72.85 STREET CENTERLINE POINT OF VERTICAL TANGENT EAST OF HORIZONTAL CURVE AT NACHES AVE SW 175969.50 1294164.43 2 10+00 CENTER OF INTERSECTION OF SW 7TH ST AND POWELL AVE STATION REFERENCE POINT 175950.61 1294791.30 �3 18+24.44 INFLECTION POINT, SW 7TH ST 175925.76 1295615.37 4 28+82.84 INFLECTION POINT CENTER OF INTERSECTION OF SW 7TH ST AND LIND AVE 175910.29 1296673.65 ❑5 30+00 END OF ALIGNMENT 175908.59 1296790.75 it HORIZONTAL DATUM: NAD 83/91 BASED ON CITY OF RENTON CONTROL POINT 60 WHICH IS A MONUMENT IN A CASE AT THE NORTH QUARTER CORNER OF SECTION 19, T23N, R5E LOCATED AT THE INTERSECTION OF HARDIE AVENUE SOUTH AND SW 7TH STREET AND CONTROL POINT 754 WHICH IS A MONUMENT IN A CASE LOCATED AT THE INTERSECTION OF SW 7TH STREET AND SENECA AVENUE SW. VERTICAL DATUM: NAVD 88 BASED ON CITY OF RENTON CONTROL POINT 1854 WHICH IS A MONUMENT IN A CASE LOCATED AT THE INTERSECTION OF SW 7TH STREET AND OAKSDALE DRIVE SW. ELEVATION = 19.65' NOTES: ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS BY PACE ENGINEERS TAKEN IN OCTOBER AND NOVEMBER, 2011, UNLESS OTHERWISE INDICATED. AS -BUILT RECOMMENDED FOR APPROVAL 100 50 0 100 200 eY E)p,a 4 /s- 1 "=100' Scale Feet ey --PACE EAS NOTED SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 °E40x JF/JE/RL�" �� CITY OF STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 JILT REVISIONS MSG 9/22/2018 MSG w ABG RENTON ., BID SEf MSG 4/18/2016 MSG EC ; DATUM G 4 °� Planning/Building/Public Works Dept. SURVEY AND ALIGNMENT CONTROL REVISION BY DATE APPR -Msc �`"" ""°"°'NC' Ems. 4 °F: 20