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EI <br />�I <br />aIY <br />ALIGNMENT DATA <br />10TH STREET NW <br />SEGMENT <br />NUMBER <br />BEGINNING <br />STATION <br />ENDING <br />STATION <br />PI <br />STATION <br />NOTES <br />DELTA <br />DEGREE <br />RADIUS <br />(FT) <br />TANGENT <br />(FT) <br />LENGTH <br />(FT) <br />BEGINNING COORDINATES <br />NORTHING <br />BEGINNING COORDINATES <br />EASTING <br />ENDING COORDINATES <br />NORTHING <br />ENDING COORDINATES <br />EASTING <br />AZIMUTH <br />C 1 <br />0+00.00 <br />1+29.92 <br />0+65.14 <br />(FT) <br />10'20'19" <br />7'57'27.89" <br />720.00 <br />65.14 <br />129.92 <br />200074.09 <br />548534.22 <br />200068.26 <br />548663.83 <br />87 24'28' <br />97'44'48" <br />L 1 <br />1+29.92 <br />6+06.55 <br />199721.62 549136.36 200521.62 549135.65 359'56'55" <br />476.63 <br />200068.26 <br />548663.83 <br />200004.01 <br />549136.11 <br />97'44'48" <br />L 3 <br />6+06.90 <br />16+83.75 <br />4+26.65 <br />96'19'07" <br />79'43'10.86" <br />71.87 <br />80.27 <br />1076.85 <br />200004.36 <br />549136.11 <br />199858.84 <br />550203.08 <br />97'45'59" <br />L 2 <br />6+06.90 <br />16+83.75 <br />1076.85 <br />200004.36 <br />549136.11 <br />199858.84 <br />550203.08 <br />97'45'59" <br />L 4 <br />16+83.75 <br />17+60.35 <br />76.60 <br />199858.84 <br />550203.08 <br />199852.04 <br />550279.38 <br />95'05'20" <br />L 5 <br />17+60.35 <br />21+18.84 <br />358.49 <br />199852.04 <br />550279.38 <br />199802.44 <br />550634.43 <br />97'57'08" <br />ALIGNMENT DATA <br />RIGHT TURN LANE <br />SEGMENT <br />NUMBER <br />BEGINNING <br />STATION <br />ENDING <br />STATION <br />PI <br />STATION <br />NOTES <br />DELTA <br />DEGREE <br />RADIUS <br />(FT) <br />TANGENT <br />(FT) <br />LENGTH <br />(FT) <br />BEGINNING COORDINATES <br />NORTHING <br />BEGINNING COORDINATES <br />EASTING <br />ENDING COORDINATES <br />NORTHING <br />ENDING COORDINATES <br />EASTING <br />AZIMUTH <br />L 6 <br />0+00.00 <br />0+13.48 <br />DEGREE <br />(FT) <br />(FT) <br />(FT) <br />NORTHING EASTING NORTHING EASTING AZIMUTH <br />L 11 <br />13.48 <br />200081.34 <br />548689.35 <br />200079.48 <br />548702.70 <br />97'55'21" <br />L 7 <br />0+13.48 <br />3+46.38 <br />199721.62 549136.36 200521.62 549135.65 359'56'55" <br />332.90 <br />200079.48 <br />548702.70 <br />200042.62 <br />549033.56 <br />96'21'22" <br />C 2 <br />3+46.38 <br />4+67.20 <br />4+26.65 <br />96'19'07" <br />79'43'10.86" <br />71.87 <br />80.27 <br />120.82 <br />200042.62 <br />549033.56 <br />200114.01 <br />549113.39 <br />96'21'22" <br />0'02'16" <br />L 8 <br />4+67.20 <br />6+25.19 <br />157.98 <br />200114.01 <br />549113.39 <br />200271.99 <br />549113.49 <br />0'02'16" <br />L 9 <br />6+25.19 <br />7+04.05 <br />78.87 <br />200271.99 <br />549113.49 <br />200350.16 <br />549123.97 <br />737'57" <br />L 10 <br />7+04.05 <br />7+45.79 <br />41.73 <br />200350.16 <br />549123.97 <br />200391.89 <br />549124.06 <br />0'08'01" <br />ALIGNMENT DATA <br />OLD HIGHWAY 8 <br />SEGMENT <br />BEGINNING <br />ENDING <br />PI <br />X 60539005_ALIGN01.dwg <br />i DESIGNED BY. LBM <br />Ie <br />I p� >>� � <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE18 <br />LAWS OF THE STATE OF MINNESOTA. <br />RADIUS <br />TANGENT <br />LENGTH <br />BEGINNING COORDINATES BEGINNING COORDINATES ENDING COORDINATES ENDING COORDINATES <br />NUMBER <br />STATION <br />STATION <br />STATION <br />NOTES <br />DELTA <br />DEGREE <br />(FT) <br />(FT) <br />(FT) <br />NORTHING EASTING NORTHING EASTING AZIMUTH <br />L 11 <br />0+00.00 <br />8+00.00 <br />bbf 18 <br />(abs) esa-lobo <br />ALIGNMENT TABULATIONS <br />Q <br />U <br />ERIC J. FOSMO, PE <br />DATE: 1/15/2015 MN UC. NO. 48761 <br />C P 15-1 <br />PROJECT NO. 160539005 <br />y <br />800.00 <br />199721.62 549136.36 200521.62 549135.65 359'56'55" <br />No. Date Revisions App. DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S.A.P. 147-020-040, 062-619-033 <br />SHEET N0. <br />X 60539005_ALIGN01.dwg <br />i DESIGNED BY. LBM <br />Ie <br />I p� >>� � <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE18 <br />LAWS OF THE STATE OF MINNESOTA. <br />1p Clt Of COUNTY ROAD F/ 10TH STREET NW <br />NEW STREET REHABILITATION <br />S.A.P. 147-020-041, 062-677-028 <br />DRAWN BY: BCS <br />VVV f 7 <br />B13GHI'ON CITY PROJECT 15-1 <br />S.A.P. 147-121-005 <br />CHECKED BY: EJF"°"f"� <br />J <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />aos om xynwey a <br />�_ DATE: 1 /15/2015 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY-HORN.GOM <br />bbf 18 <br />(abs) esa-lobo <br />ALIGNMENT TABULATIONS <br />Q <br />U <br />ERIC J. FOSMO, PE <br />DATE: 1/15/2015 MN UC. NO. 48761 <br />C P 15-1 <br />PROJECT NO. 160539005 <br />y <br />