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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
Document Date
6/13/2023
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14+00 <br />15+00 <br />1.5%5.0%3.5%6.8%1.5%5.0%NORTHSHORE DR.16.0'4.0' <br />TS TSCSCS <br />+29.69 <br />18.00' Rt. <br />Elev. 681.83 <br />+55.11 <br />18.00' Rt. <br />Elev. 681.92 <br />+59.72 <br />37.28' Rt. <br />Elev. 681.21 <br />+31.53 <br />8.00' Rt. <br />Elev. 682.33 <br />+34.49 <br />8.00' Lt. <br />Elev. 682.51 <br />+36.32 <br />18.00' Lt. <br />Elev. 682.16 <br />+31.72 <br />37.23' Lt. <br />Elev. 681.81 <br />+61.74 <br />18.00' Lt. <br />Elev. 681.92 <br />+59.90 <br />8.00' Lt. <br />Elev. 682.60 <br />+56.95 <br />8.00' Rt. <br />Elev. 682.42 <br />+72.72 <br />34.29' Lt. <br />Elev. 681.39 <br />15 <br />15 <br />15 <br />15 <br />R5.0' <br />F <br />R10.0' <br />R <br />1 <br />0 <br />. <br />0 <br />' <br />R10.0' <br />+42.59 <br />34.03' Lt. <br />+61.70 <br />35.39' Lt. <br />+25.11 <br />19.53' Lt.+71.58 <br />16.19' Lt. <br />+28.80 <br />9.00' Rt. <br />+09.05 <br />11.47' Rt. <br />R10.0' <br />R10. <br />0' <br />+64.72 <br />20.05' Rt. <br />+49.37 <br />33.91' Rt. <br />+08.48 <br />30.31' Rt. <br />Elev. 681.70 <br />+18.79 <br />32.27' Rt. <br />Elev. 681.20 <br />+28.61 <br />34.17' Rt.3.5% <br />"PR-CLT 2" <br />"PR-CLT 2" <br />R <br />1 <br />0 <br />. <br />0 <br />'1.9%2.7%10.0'19.3'R <br />3 <br />. <br />0 <br />'10.0'16.0'10.0'26.0' <br />10.0' <br />+55.59 <br />5.89' Lt. <br />Elev. 682.52 <br />+53.38 <br />6.07' Rt. <br />Elev. 682.51 <br />+59.59 <br />5.90' Lt. <br />Elev. 682.53 <br />+57.38 <br />6.11' Rt. <br />Elev. 682.52 <br />+78.11 <br />6.00' Lt. <br />Elev. 682.17 <br />+78.11 <br />6.00' Rt. <br />Elev. 682.17 <br />+35.86 <br />6.17' Rt. <br />Elev. 682.47 <br />+38.07 <br />5.79' Lt. <br />Elev. 682.48 <br />+34.07 <br />5.83' Lt. <br />Elev. 682.47 <br />+31.86 <br />6.12' Rt. <br />Elev. 682.46 <br />+10.15 <br />6.12' Rt. <br />Elev. 682.44 <br />+10.34 <br />5.88' Lt. <br />Elev. 682.44 <br />+14.71 <br />13.66' Rt. <br />Elev. 682.44 <br />+24.55 <br />15.48' Rt. <br />Elev. 682.45 <br />+66.14 <br />6.00' Lt. <br />Elev. 682.47 <br />+63.91 <br />6.12' Rt. <br />Elev. 682.53 <br />+27.53 <br />6.00' Lt. <br />Elev. 682.45 <br />+25.32 <br />5.96' Rt. <br />Elev. 682.45 <br />2.5% <br />3.0% <br />R <br />1 <br />0 <br />. <br />0 <br />' <br />R <br />1 <br />0 <br />. <br />0 <br />' <br />+19.85 <br />16.19' Rt.3.9%3.00'6.00'6.00'1.00'1.00'Travel LaneTravel LaneEqualEqualEqualEqualSPEED TABLE MARKINGS <br />NOT TO SCALE <br />18" <br />Buffer <br />6' <br />Transition <br />9' <br />Crosswalk <br />Treatement <br />DETAILS - RAISED CROSSWALK <br />NOT TO SCALE <br />ELEVATION <br />SECTION A-A <br />Top of Curb <br />Flowline <br />Bottom of Pvmt. <br />18" <br />Buffer <br />6' <br />Transition Top of Curb <br />Flowline <br />Bottom of Pvmt. <br />9' Crosswalk <br />Treatment 6' Transition <br />"A""A" <br />6' Transition <br />2'12'2'Travel LaneTravel LanePLAN <br />18" Buffer18" Buffer <br />12' Speed Table <br />18" x 1-1/4" <br />Dowels <br />12" O.C. <br />18" x 1-1/4" <br />Dowels <br />12" O.C. <br />12' Speed Table <br />KEYMAP NORTHSHORE DR.ST. JOSEPH RIVERTS TSCSCS <br />TSCS 5.0'5.0'5.0'5.0'RIVERSIDE DRIVE15 <br />15 <br />15 <br />15 <br />+87.88 <br />151.64' Rt. <br />Elev. 679.00 <br />+11.32 <br />69.28' Rt. <br />Elev. 680.60 <br />+01.48 <br />67.48' Rt. <br />Elev. 680.80 <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 BOOKHEKHSW <br />WRC CCR <br />1" = 5' <br />N/A <br />N/A <br />1401811 <br />- <br />R-38065-C <br />15 47 <br />1401811 <br />GRADING <br />DETAILS <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION <br />Matchline <br /> Sta. 14+16.73 <br />600.00 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 <br />CR
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