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695 <br />700 <br />705 <br />710 <br />715 <br />720 <br />725 <br />705.65707.3708.46710.1711.26712.2714.06717.5716.86721.4719.66723.7722.28725.238+00 39+00 40+00 <br />+5.60% <br />Existing Ground <br />Profile Grade <br />+38 <br />704.95IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIP.C. 35+25.74 "PR-CLT 2" <br />P.C. 35+91.46 "PR-CLT 2" <br />P.T. 35+62.95 "PR-CLT 2" <br />P.T. 36+26.47 "PR-CLT 2"6" CPP6" CPP <br />12" VCP <br />10" VCP12" VCP <br />12" PVC <br />12" PVC 6" CPP <br />12"-15" VCP12" V <br />C <br />P12" PVC6" VCP 10" VCP10" VCP10" VCP10" VCP <br />10" VCP 10" <br />V <br />C <br />P <br />12" VCP <br />(trees) <br />(grass) <br />(gravel) <br />(concrete) <br />(grass) <br />(trees) <br />(concrete) <br />(asphalt) <br />(asphalt) <br />(concrete) <br />(concrete) <br />(trees) <br />(grass)(concrete)(asphalt)(asphalt) <br />(grass) <br />(concrete) <br />(grass)(grass)(grass)(grass) <br />(concrete)(concrete) <br />(conc <br />r <br />e <br />t <br />e <br />)ANGELA BVLD.HILLCREST RD.ZZ ZALLEYZ171+79.1 25.5' POST172+44.7 12.1' PWP172+47.1 2.7' CURVE SIGN172+42.1 0.5' EDGE OF WOODS172+64.6 10.8' CURVE SIGN172+71.5 13.3' EDGE OF WOODS173+32.7 24.4' EDGE OF WOODS172+75.0 3.2' GUARD RAIL173+32.5 17.6' GUARD RAIL173+77.3 17.6' CURB INLET173+75.0 23.7' STORM M.H.173+73.6 19.9' GUARD RAIL173+78.8 56.2' C.L.T.F.174+22.4 19.1' END GUARD RAIL174+31.3 25.3' TBM174+32.3 25.7' PWP174+32.3 37.5' GUY ANCHOR174+75.1 31.0' EDGE OF WOODS174+78.5 50.6' C.L.T.F.175+53.7 31.9' EDGE OF WOODS175+50.5 24.4' NO PARKING SIGN175+98.9 26.8' PWP175+96.4 27.7' TELE. PED.176+14.2 12.8' STORM M.H.176+40.7 44.6' W. I. FENCE176+42.3 25.1' SLIPPERY WHEN WET SIGN177+14.6 25.1' NO PARKING SIGN177+28.2 13.1' STORM M.H.171+63.4 16.4' W. W. FENCE171+81.2 43.4' WALL171+77.2 55.7' WALL171+76.5 55.0' POST171+80.1 57.2' END BUSH ROW171+61.4 77.9' WALL171+80.2 58.3' END WALL171+95.2 44.0' NO PARKING SIGN172+01.8 45.9' STORM M.H.171+74.3 74.5' END GUARD RAIL172+13.1 36.1' GUARD RAIL172+40.1 2.7' WARNING ARROW SIGN172+44.5 12.5' GUARD RAIL172+59.0 18.7' STORM M.H.172+78.2 44.5' NO PARKING SIGN172+85.3 63.7' BOLLARD172+86.4 66.4' BOLLARD172+78.1 60.3' C.L.T.F.172+69.8 48.6' END GUARD RAIL172+66.5 83.0' COR. OF BLOCK FND.ATION172+77.7 78.4' COR. OF BLOCK FND.ATION172+56.4 71.8' C.L.T.F.172+35.6 75.5' GUARD RAIL171+95.4 117.6' GUARD RAIL172+12.2 111.9' 18" TREE172+11.7 132.5' 12" TREE172+05.3 146.7' 12" TREE171+92.3 140.7' END GUARD RAIL171+91.9 144.8' LIGHT POLE171+71.8 189.3' STORM M.H.173+27.8 62.2' EDGE OF WOODS172+88.3 69.2' C.L.T.F.173+75.3 80.8' C.L.T.F.173+54.7 26.7' NO PARKING SIGN173+92.0 56.6' EDGE OF WOODS173+96.4 54.9' WATER VALVE173+91.6 45.2' CURB INLET173+76.6 28.0' STORM M.H.174+08.0 18.1' STORM M.H.174+28.3 75.4' 3/4" IRON PIN FND.174+32.1 46.3' EDGE OF WOODS174+24.1 44.4' STOP SIGN174+18.5 55.6' CURB INLET175+16.4 42.9' EDGE OF WOODS175+23.1 63.3' 48" TREE175+34.5 32.1' WATER VALVE - SERVICE175+46.2 45.4' COR. OF RETAINING WALL175+55.5 42.4' COMMERCIAL SIGN175+55.5 50.7' COMMERCIAL SIGN175+74.9 45.6' COR. OF RETAINING WALL175+69.4 32.3' FIRE HYDRANT - AUTO SPRINKLER175+99.1 50.6' WOOD FENCE COR.176+00.4 49.5' BUSH175+94.3 34.1' PWP176+09.7 14.0' STORM M.H.176+48.0 50.4' WOOD FENCE COR.176+63.9 52.5' 2" TREE176+88.6 20.5' NO PARKING SIGN177+28.4 35.2' CURB INLET177+26.8 43.8' WATER VALVE - SERVICE177+26.5 57.9' WATER VALVE177+22.9 58.8' FIRE HYDRANT175+49.8 45.8' END W. I. FENCE175+49.8 45.8' END C.L.T.F.F1 6.0' <br />6.0' <br />10.0' <br />F1 5.0' <br />5.0' <br />175+00ZHOLY CROSS COLLEGE, INC. <br />LA DOLCE VITA <br />PROPERTIES, LLC <br />1330 LAFAYETTE <br />BLVD <br />650 WEST GOLF, LLC <br />1318 HILLCREST RD <br />DUANE & <br />KIMBERLY <br />SHAFFER- <br />NEUERBURG <br />202 ANGELA BLVD <br />PAUL C. & ESTHER A. <br />COSTELLO <br />303 ANGELA BLVD <br />F1 5.0' <br />5.0' <br />36+95.5, 8.9 Rt. "PR-CLT 2" <br />Adjust Casting To Grade <br />Str. No. 100 <br />Const. Limits <br />Const. Limits <br />Const. Limits <br />+95.00 <br />23.00' <br />+46.00 <br />38.00' <br />+81.00 <br />35.00' <br />Lin <br />e <br /> <br />" <br />A <br />" <br />Line "A"Line "A"Line "A" <br />App. P.L. & Exist. R/W <br />App. P.L. & Exist. R/W App. P.L. & Exist. R/W App. P.L. & Exist. R/W <br />R/W <br />R/W R/W <br />R/WConst. Limits <br />Section Line Section Line Section Line <br />SF SF <br />SF SF SF SF SF SF SF SF SF SF SF SF <br />SF SF <br />+00.0+00.1+51.6+67.6F1 Const. Limits <br />Line "PR-CLT <br />2 <br />" <br />Line "PR-CLT 2"Line "PR-CLT 2" <br />Note: See <br />"GRADING <br />DETAILS" <br />This Area+68.6+25.735+00 <br />36+00 <br />37+00 38+00 39+00 40+0035+0036+0037+0038+0039+0040+00S <br />S <br />S <br />S <br />+49.3+77.2See Retaining Wall Details <br />End TaperBegin Taper2626 <br />26 <br />23' R/W <br />Do Not Disturb Existing Guardrail <br />Underground AEP Duct Bank <br />680 <br />685 <br />690 <br />695 <br />700 <br />705 <br />710 <br />688.28686.2689.34687.5691.73690.2694.44696.1697.25700.3700.05702.9702.85704.535+00 36+00 37+00 <br />PVI STA. = 34+35.00 <br />PVI ELEV. = 688.00 <br />V.C. = 200' <br />+5.60% <br />Existing Ground <br />Profile Grade <br />+38 <br />704.95 <br />File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Plan & Profile.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 BOOKAJAJN2 <br />WRC WRC <br />1" = 20' <br />1" = 5' <br />N/A <br />1401811 <br />- <br />R-38065-C <br />13 47 <br />1401811 <br />PLAN & PROFILE <br />LINE "PR-CLT 2" <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION Matchline - Sta. 40+50Matchline - Sta. 34+25CONSTRUCTION DETAILS LEGEND CR Curb Ramp, Concrete <br />A <br />Concrete Sidewalk, 5"F <br />Sidewalk,Decorative <br />(See Architectural Details) <br />PCCP, 9"C <br />D <br />Detectable Warning ElementsG <br />TEMPORARY EROSION CONTROL LEGEND <br />Proposed Ditch Flow Line <br />Existing Ditch Flow Line <br />Silt FenceSFSF <br />Culvert Pipe Protection <br />Inlet Protection (Ditch) <br />Inlet Protection (Curb) <br />Modified Check Dam, Revetment Riprap <br />Erosion Control Blanket Proposed Luminaire Post Foundation <br />(See Lighting Plans) <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 />1.5" Milling, Asphalt, thenM <br /> 165 #/Sys QC/QA-HMA, 2, 64, Surface, 9.5 mm <br />A1 Architectural Fixture/Feature <br />(See Architectural Details) <br /> Ornamental Railing <br />All Existing Topography Is Described <br />From Line "A". All R/W is described from <br />Line "PR-CLT-2" unless otherwise noted. <br />Line "PR-CLT-2" to be constructed. All <br />proposed construction station/offsets are <br />described from Line "PR-CLT-2" unless <br />otherwise noted. <br />Bollard, (See Layout Plan <br />Enlargment For Type & Location) <br />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 />Sidewalk Remove <br />Proposed Bridge Luminaire <br />(See Lighting Plans) <br />Sidewalk Removal <br />Seed Mixture US <br />Concrete Curb Type B15 <br />Concrete Curb16 <br /> Sodding, Nursery26