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NORTHING 20000.00001EASTING 15000.0000 <br />O.P.O.T. 145+53.27 "A", 52.26' RT. <br />110 <br />P.I. 144+84.24 "A" <br />NORTHING 20051.7358 <br />EASTING 14930.5679 <br />NORTHING 20053.3965111EASTING 15149.3891 <br />P.I. 147+03.06 "A" <br />112 <br />P.I. 150+77.07 "A" <br />113 <br />P.C. 157+34.81 "A" <br />NORTHING 20055.7351 <br />EASTING 15523.3896 <br />NORTHING 20060.7269 <br />EASTING 16181.1059 <br />NORTHING 20062.6081114EASTING 16428.9677 <br />P.I. 159+82.68 "A" <br />115 <br />P.T. 162+17.89 "A" <br />116 <br />P.O.T. 166+50.00 "A" <br />NORTHING 20194.2060 <br />EASTING 16639.0178 <br />NORTHING 20197.4855 <br />EASTING 17071.1168 <br />NORTHING 20200.6060117EASTING 17482.2745 <br />P.I. 170+61.17 "A" <br />118 <br />P.I. 171+61.17 "A" <br />119 <br />P.O.T. 176+00.00 "A" <br />NORTHING 20153.9148 <br />EASTING 17570.7049 <br />NORTHING 20154.0411 <br />EASTING 18009.5352 <br />NORTHING 20154.1778120EASTING 18484.5352 <br />P.O.T. 180+75.00 "A" <br />11778 <br />WEST QTR. COR., SEC. 36, T.38N., R.2E. <br />12318 <br />NE. COR., SEC. 2, T.37N., R.2E. <br />NORTHING 22764.4638 <br />EASTING 17536.1139 <br />NORTHING 20121.0528 <br />EASTING 17541.4464 <br />LINE "A" <br />5/8" REBAR <br />W/UNITED <br />CONTROL <br />POINT CAP SET <br />RAILROAD <br />SPIKE SET <br />MAG NAIL <br />W/WASHER SET <br />MAG NAIL <br />W/WASHER SET <br />5/8" LFA CAPPED <br />REBAR FOUND <br />LINE "A" <br />LINE "A"LINE "A"LINE "A"LINE "A" <br />LINE "A"LIN <br />E <br /> <br />" <br />A <br />" <br />LINE "A"LINE "A" <br />LINE "A" <br />GARAGE <br />(1) <br />(2) <br />(3) <br />GRAVEL <br />ALLEY <br />(1) NE. COR. <br />OF GARAGE <br />24.4', 170° <br />(2) NW. COR. <br />OF GARAGE <br />30.8', 205° <br />(3) END OF <br />VINYL FENCE POST <br />33.4', 235° <br />LINE "A" <br />UNITED <br />CAPPED <br />REBAR <br />SET <br />ANGELA BLVD.357°27.0'185°34.2'200°44.3'MAG NAIL <br />E. FACE PWP. <br />#J211-3 <br />MAG NAIL <br />W. FACE PWP. <br />#J235-2262 <br />NE. FACE OF <br />FIRE HYDRANT <br />STAND PIPE <br />±1.0' UP <br />ANGELA BLVD.45°35.4'3 <br />1 <br />7 <br />° <br />3 <br />4 <br />. <br />7 <br />' <br />MAG NAIL <br />S. FACE PWP. <br />#J211-519 <br />SW. EXPOSED <br />ANCHOR BOLT <br />OF LIGHT <br />POLE <br />FACE OF <br />CURB <br />9.6', 0° <br />60° <br />76.2'15°45.8'3 <br />1 <br />0 <br />° <br />5 <br />5 <br />. <br />4 <br />' <br />BUILDI <br />N <br />G <br />SE. FACE <br />C.L.F. COR. <br />POST <br />SW. FACE <br />C.L.F. COR. <br />POST <br />SE. FACE <br />C.L.F. COR. <br />POST <br />100° 18. <br />2 <br />'15°42.0'170°63.0'MAG NAIL <br />E. FACE PWP. <br />#J23A-1697 <br />MAG NAIL <br />E. FACE PWP. <br />#J-2348 <br />W. FACE <br />SOUTH <br />GATE POST <br />UNITED <br />CAPPED <br />REBAR SET NORTHSHORE DR.30°27.4'1 <br />6 <br />0 <br />° <br />7 <br />7 <br />. <br />0 <br />' <br />80° <br />77.0' <br />MAG NAIL IN <br />W. FACE OF <br />18" SYCAMORE <br />MAG NAIL <br />N. FACE PWP <br />MAG NAIL <br />S. FACE <br />4"X6" POST <br />UNITED <br />CAPPED <br />REBAR SET <br />1 <br />0 <br />. <br />6 <br />9 <br />'6.44'7.15'NAIL IN <br />W. FACE OF <br />12" TREE <br />NAIL IN <br />N. FACE OF <br />12" TREE <br />NAIL IN <br />E. FACE OF <br />24" TREE <br />5/8" ABONMARCHE <br />0050 CAPPED <br />REBAR FOUND 10 <br />. <br />1 <br />2 <br />'21.15'31.90'303ANGELA6"X6" <br />WOOD POST <br />NE. BLDG. <br />COR. <br />NW. BLDG. <br />COR.RIVERSIDEDRIVE25.9', 210° <br />END OF <br />RETAINING WALL <br />22.1', 150° <br />END OF WROUGHT <br />IRON FENCE <br />22.0', 85° <br />STONE <br />COLUMN <br />NO REFERENCES AVAILABLE <br />UNITED <br />CAPPED <br />REBAR SET <br />NO REFERENCES AVAILABLE <br />UNITED <br />CAPPED <br />REBAR SET <br />NO REFERENCES AVAILABLE <br />UNITED <br />CAPPED <br />REBAR SET <br />UNITED <br />CAPPED <br />REBAR SET <br />NO REFERENCES AVAILABLE NO REFERENCES AVAILABLE <br />UNITED <br />CAPPED <br />REBAR SET <br />File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Plat No 1.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd. <br />Suite 200 <br />Indianapolis, IN 46250 <br />Phone 317-895-2585 <br />www.ucindy.comConsulting <br />UNITED DESIGNED: <br />CHECKED: <br />DRAWN: <br />CHECKED: <br />RECOMMENDED <br />FOR APPROVAL <br />DESIGN ENGINEER DATE <br />SHEETS <br />of <br />VERTICAL SCALE <br />HORIZONTAL SCALE <br />CONTRACT <br />BRIDGE FILE <br />PROJECT <br />DESIGNATION <br />SURVEY BOOKAJAJN2 <br />WRC WRC <br />N/A <br />N/A <br />N/A <br />1401811 <br />- <br />R-38065-C <br />5 47 <br />1401811 <br />REFERENCE TIES & <br />BENCHMARK SUMMARY <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION <br />TBM SUMMARY <br />ADJ. DIFF. <br />BENCHMARK LEVELED ELEV. <br />(N.A.V.D. 88) <br />STATION OFFSET DESCRIPTION <br />CP 1 *681.809 OPOT 145+53.3 “A”52.3’ RT. <br />TBM 100 681.257 OPOT 145+37.2 “A” 114.0’ RT. <br />* OPUS solution elevation. <br />UNITED CAPPED REBAR SET ±55 <br />FEET WEST OF THE CENTERLINE <br />OF RIVERSIDE DRIVE AND ±130 <br />FEET NORTH OF THE CENTERLINE <br />OF ANGELA BOULEVARD ±12 FEET <br />NORTHWEST OF A POWER POLE. <br />CUT SQUARE SET IN <br />CONCRETE IN THE TOP OF THE <br />SOUTH END OF A HANDRAIL <br />ALONG THE BACK OF WALK IN <br />THE NORTHWEST QUADRANT <br />OF THE ROUND-A-BOUT AT THE <br />INTERSECTION OF ANGELA <br />BOULEVARD AND RIVERSIDE <br />DRIVE. <br />TBM SUMMARY <br />ADJ. DIFF. <br />BENCHMARK LEVELED ELEV. <br />(N.A.V.D. 88) <br />STATION OFFSET DESCRIPTION <br />TBM 106 682.556 OPOT 151+21.7 “A”62.1’ RT. <br />TBM 107 679.760 OPOC 158+41.3 “A”65.0’ RT. <br />TBM SUMMARY <br />ADJ. DIFF. <br />BENCHMARK LEVELED ELEV. <br />(N.A.V.D. 88) <br />STATION OFFSET DESCRIPTION <br />TBM 108 682.418 OPOT 167+19.6 “A”86.6’ RT. <br />TBM 109 706.439 OPOT 174+31.3 “A”25.3’ LT. <br />TBM 110 729.518 OPOT 179+49.8 “A”25.1’ LT. <br />MAG SPIKE SET IN THE NORTH <br />FACE OF POWER POLE 100A <br />J234-93 ±25 FEET EAST OF THE <br />CENTERLINE OF NORTH SHORE <br />DRIVE AND ±150 FEET NORTH OF <br />THE CENTERLINE OF ANGELA <br />BOULEVARD. <br />MAG SPIKE SET IN THE NORTH <br />FACE OF POWER POLE <br />J234-101 LOCATED ALONG THE <br />SOUTH SIDE OF THE ALLEY AT <br />THE NORTHWEST CORNER OF <br />THE PROPERTY AT 607 <br />ANGELA BOULEVARD. <br />MAG SPIKE SET IN THE NORTH <br />FACE OF POWER POLE <br />J234-108 LOCATED ALONG THE <br />SOUTH SIDE OF THE ALLEY AT <br />THE NORTHWEST CORNER OF <br />THE PROPERTY AT 409 <br />ANGELA BOULEVARD. <br />MAG SPIKE SET IN THE SOUTH <br />FACE OF POWER POLE J211-2 <br />±25 FEET NORTH OF THE <br />CENTERLINE OF ANGELA <br />BOULEVARD AND ±60 FEET <br />EAST OF THE NORTHERLY <br />EXTENDED CENTERLINE OF <br />HILLCREST ROAD. <br />MAG SPIKE SET IN THE SOUTH <br />FACE OF A POWER POLE ±35 <br />FEET NORTH OF THE <br />CENTERLINE OF ANGELA <br />BOULEVARD AND ±340 FEET <br />WEST OF THE CENTERLINE OF <br />MICHIGAN STREET.