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Long Term Occupancy Permit - Selge Construction Co., Inc.
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Long Term Occupancy Permit - Selge Construction Co., Inc.
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6/13/2023 2:06:42 PM
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6/13/2023 2:06:06 PM
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Board of Public Works
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Requests
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6/13/2023
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9+00 10+00 15+00 20+00 <br />25+00 <br />P.I. 25+21.47 "PR-CLT 2" = <br />O.P.O.T. 161+83.64 "A", 0.46' Rt. <br />P.I. 22+82.18 "PR-CLT 2" = <br />O.P.O.T. 159+40.60 "A", 21.00' Rt. <br />145+00 <br />150+00 155+00 <br />160+00 <br />P.C. 24+86.00 "PR-CLT 2"= <br />O.P.O.T. 161+48.18 "A", 0.81' Lt. <br />P.C. 20+85.74 "PR-CLT 2"= <br />O.P.O.T. 157+47.21 "A", 3.08' Lt. <br />P.T. 24+71.84 "PR-CLT 2"= <br />O.P.O.T. 161+34.00 "A", 0.92' Lt. <br />P.T. 25+55.66 "PR-CLT 2"= <br />O.P.O.T. 162+24.07 "A", 18.06' Rt. <br />Line "PR-CLT 2" N 89°34'20" E Line "PR-CLT 2" N 89°25'03" E <br />N 63° <br />2 <br />3' <br />3 <br />2 <br />" <br />E <br />CURVE DATA <br />P.I. Sta 22+82.18 Line "PR-CLT 2" <br />Delta = 26°01'31" Lt. <br /> R = 850.00' <br /> T = 196.44' <br /> L = 386.09' <br /> E = 22.40' <br />CURVE DATA <br />P.I. Sta 25+21.47 Line "PR-CLT 2" <br />Delta = 26°36'28" Rt. <br /> R = 150.00' <br /> T = 35.47' <br /> L = 69.66' <br /> E = 4.14' <br />P.I. 14+01.31 "PR-CLT 2" <br />Δ = 0°09'17" Lt. <br />No Curve Run <br />P.I. 14+01.31 "PR-CLT 2"= <br />O.P.O.T. 150+62.73 "A", 1.38' Lt. <br />P.O.T. 10+00.00 "PR-CLT 2"= <br />O.P.O.T. 146+61.42 "A", 0.95' Lt. <br />N 90°00'00" E <br />Line "A" N 89°42'09" E N 89°33'55" E Line "A" N 89°38'30" E Line "A" N 89°33'55" E <br />CURVE DATA <br />P.I. Sta 159+82.68 Line "A" <br />Delta = 31°37'57" Rt. <br /> R = 875.00' <br /> T = 247.87' <br /> L = 483.08' <br /> E = 34.43' <br />P.I. Sta. 159+82.68 "A"P.C. 157+34.81 "A" <br />P.T. 162+17.89 "A" <br />P.T. 141+40.49 "A" <br />PNT. #110 PNT. #111 PNT. #112 <br />PNT. #113 PNT. #114 <br />PNT. #115 <br />PNT. #109 <br />N 89°33'55" E <br />P.I. 144+84.24 "A" <br />Δ = 0°08'15" Lt. <br />No Curve Run <br />P.I. 150+77.07 "A" <br />Δ = 0°04'36" Lt. <br />No Curve Run <br />P.I. 147+03.06 "A" <br />Delta = 0°04'36" Rt. <br />No Curve RunCP 1 <br />TBM 100 <br />TBM 107TBM 106 <br />P.I. 14+01.31 "PR-CLT 2" = <br />O.P.O.T. 150+62.73 "A", 1.38' Lt. <br />P.O.C. 24+98.56 "PR-CLT 2"= <br />P.O.C. 161+60.71 "A" <br />30+00 <br />35+00 <br />40+00 <br />45+00 <br />P.C. 35+25.74 "PR-CLT 2"= <br />O.P.O.T. 172+05.90 "A", 22.26' Lt. <br />P.C. 35+91.46 "PR-CLT 2"= <br />O.P.O.T. 172+71.16 "A", 29.24' Lt. <br />P.T. 35+62.95 "PR-CLT 2"= <br />O.P.O.T. 172+42.97 "A", 25.02' Lt. <br />P.T. 36+26.47 "PR-CLT 2"= <br />O.P.O.T. 173+06.03 "A", 31.98' Lt. <br />P.I. 35+44.38 "PR-CLT 2" = <br />O.P.O.T. 172+24.53 "A", 22.26' Lt. <br />P.I. 36+08.99 "PR-CLT 2" = <br />O.P.O.T. 172+88.50 "A", 31.83' Lt. <br />P.I. 40+67.34 "PR-CLT 2" = <br />O.P.O.T. 177+46.89 "A", 35.74' Lt. <br />P.I. 42+22.91 "PR-CLT 2" = <br />O.P.O.T. 179+01.48 "A", 18.06' Lt. <br />P.T. 40+79.56 "PR-CLT 2"= <br />O.P.O.T. 177+59.06 "A", 34.35' Lt. <br />P.T. 42+34.25 "PR-CLT 2"= <br />O.P.O.T. 179+12.85 "A", 18.06' Lt. <br />P.C. 40+55.09 "PR-CLT 2"= <br />O.P.O.T. 177+34.64 "A", 35.64' Lt. <br />P.C. 42+11.54 "PR-CLT 2"= <br />O.P.O.T. 178+90.18 "A", 19.36' Lt. <br />165+00 170+00 <br />175+00 180+00 <br />P.O.T. 45+76.51 "PR-CLT 2"= <br />O.P.O.T. 182+55.11 "A", 17.96' Lt. <br />Line "PR-CLT 2" N 90°00'00" E N 81°28'22" E <br />Line "PR-CLT 2" N 89°29'42" E S 83°29'38" E <br />N 90°00'00" E <br />CURVE DATA <br />P.I. Sta 35+44.38 Line "PR-CLT 2" <br />Delta = 8°31'38" Lt. <br /> R = 250.00' <br /> T = 18.64' <br /> L = 37.21' <br /> E = 0.69' <br />CURVE DATA <br />P.I. Sta 36+08.99 Line "PR-CLT 2" <br />Delta = 8°01'20" Rt. <br /> R = 250.00' <br /> T = 17.53' <br /> L = 35.00' <br /> E = 0.61' <br />CURVE DATA <br />P.I. Sta 40+67.34 Line "PR-CLT 2" <br />Delta = 7°00'40" Rt. <br /> R = 200.00' <br /> T = 12.25' <br /> L = 24.47' <br /> E = 0.37' <br />CURVE DATA <br />P.I. Sta 42+22.91 Line "PR-CLT 2" <br />Delta = 6°30'22" Lt. <br /> R = 200.00' <br /> T = 11.37' <br /> L = 22.71' <br /> E = 0.32' <br />Line "A" N 89°33'55" E S 6 <br />2 <br />° <br />0 <br />9 <br />' <br />5 <br />7 <br />" <br /> <br />E <br />Line "A" N 89°59'01" E <br />E.P. 183+00.00 "A"E.P. 183+00.00 "A" <br />PNT. #116 <br />PNT. #118 <br />PNT. #119 PNT. #120PNT. #117 <br />P.I. 170+61.17 "A" <br />Delta = 28°16'08" Rt. <br />No Curve Run P.I. 171+61.17 "A" <br />Δ = 27°51'02" Lt. <br />No Curve Run <br />P.O.T. 166+50.00 "A" <br />P.O.T. 176+00.00 "A"P.O.T. 180+75.00 "A" <br />TBM 108 <br />TBM 109 <br />TBM 110P.I. 40+67.34 "PR-CLT 2" = <br />O.P.O.T. 177+46.89 "A", 35.74' Lt.P.I. 42+22.91 "PR-CLT 2" = <br />O.P.O.T. 179+01.48 "A", 18.06' Lt. <br />P.O.C. 34+38.83 "PR-CLT 2"= <br />P.O.C. 171+13.46 "A"File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Survey Control.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 <br />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 BOOKHEKJN2 <br />WRC WRC <br />1" = 80' <br />N/A <br />N/A <br />1401811 <br />- <br />R-38065-C <br />4 47 <br />1401811 <br />SURVEY <br />CONTROL <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION Matchline - Sta. 27+00 Line PR-CLT 2"Matchline - Sta. 27+00 Line PR-CLT 2"Note: See "REFERENCE TIES & <br />BENCHMARK SUMMARY" Sheet <br />For Additional Information
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