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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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Last modified
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
Document Date
6/13/2023
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IROQUOIS ST.28+00R20.0'R20.0 <br />' <br />F1 <br />+02.11 <br />6.00' Rt. <br />Elev. 676.10 <br />+22.11 <br />6.00' Rt. <br />Elev. 676.39 <br />+17.11 <br />17.18' Rt. <br />Elev. 676.40 <br />+07.11 <br />17.18' Rt. <br />Elev. 676.26 <br />+17.11 <br />39.30' Rt. <br />Elev. 676.41 <br />+07.11 <br />39.70' Rt. <br />Elev. 676.36 <br />+95.98 <br />49.71' Rt. <br />Elev. 676.10 <br />+96.15 <br />62.61' Rt. <br />Elev. 675.60 <br />+05.07 <br />79.35' Rt. <br />Elev. 675.35 <br />+27.24 <br />49.30' Rt. <br />Elev. 676.62 <br />+27.35 <br />63.78' Rt. <br />Elev. 675.94 <br />+19.56 <br />77.97' Rt. <br />Elev. 675.41 <br />+20.12 <br />128.93' Rt. <br />Elev. 674.69 <br />+04.83 <br />128.93' Rt. <br />Elev. 675.01 <br />+97.11 <br />39.70' Rt. <br />+27.11 <br />39.30' Rt. <br />+85.07 <br />79.26' Rt. <br />+34.93 <br />77.17' Rt. <br />D <br />Note: Stations from <br />Line "PR-CLT2" <br />unless otherwise <br />noted <br />0.5% <br />0.0% <br />22.5'10.0'12.9'16.7'49.6'20.0'10.0'11.1'10.1'1.5% <br />3.9% <br />0.7% <br />1.5% <br />3.3 <br />% <br />4.7% <br />1.3%2.3%1.1% <br />0. <br />0 <br />%1.5%"PR-CLT 2"D <br />R10.0 <br />'R10.0'+12.11 <br />6.00' Rt. <br />R10.0' <br />R <br />1 <br />0 <br />. <br />0 <br />'R5.0'R5.0 <br />' <br />+22.11 <br />17.18' Rt. <br />+02.11 <br />17.18' Rt. <br />KEYMAP <br />Angela Blvd <br />Iroquois StRemove existing sidewalk <br />LAFAYETTEBVLD.Note: Stations fromLine "PR-CLT2"unless otherwisenotedNote: Stations from <br />Line "PR-CLT2" <br />unless otherwise <br />noted <br />Angela Blvd.+20.66 <br />177.74' Rt. <br />Elev. 676.50 <br />+04.60 <br />178.50' Rt. <br />Elev. 676.14 <br />File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\CLT2 - Grading Details.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 BOOKTLPHSW <br />CCR CCR <br />1" = 5' <br />N/A <br />N/A <br />1401811 <br />- <br />R-38065-C <br />17 47 <br />1401811 <br />GRADING <br />DETAILS <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION Matchline Sta. 28+09Matchline Sta. 28+09600.00 Existing Spot Elevation Proposed Spot Elevation <br />Top Curb/Bottom Curb <br />600.00 <br />600.50 <br />600.00 <br />600.50 <br />600.00 <br />Existing Spot Elevation <br />Top Curb/Bottom Curb <br />Proposed Spot Elevation <br />Concrete Sidewalk, 5"F <br />Multi-Use Path <br /> 140 #/Sys HMA Surface, Type "B" on <br /> 220 #/Sys HMA Intermediate, Type "B" on <br /> 6" Compacted Aggregate, No. 53, Base <br />F1 <br />LEGEND <br />Nursery Sodding26 <br />Concrete Curb Type B15 <br />D HMA for Approaches, Type B, <br /> 165 #/Sys HMA Surface, Type "B", on <br /> 275 #/Sys HMA Intermediate, Type "B", on <br /> 660 #/Sys HMA Base, Type "B" , on <br /> Subgrade Treatment, Type II <br /> (6" Coarse Aggregate No. 53), on <br /> Geogrid, Type 1B <br />Curb Ramp, ConcreteCR
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