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660 <br />665 <br />670 <br />675 <br />680 <br />685 <br />690 <br />660 <br />665 <br />670 <br />675 <br />680 <br />685 <br />690 <br />+3.24% <br />+0.30% <br />+2.82%676.16676.0677.11677.0678.50678.8679.20678.6679.38679.3679.53679.5679.75678.0680.36676.6681.40678.7682.78679.9684.19682.1685.62683.6687.31685.1688.28686.229+00 30+00 31+00 32+00 33+00 34+00 <br />PVI STA. = 29+13.00 <br />PVI ELEV. = 679.12 <br />V.C. = 100' <br />PVI STA. = 28+12.00 <br />PVI ELEV. = 675.85 <br />V.C. = 100' <br />PVI STA. = 31+45.00 <br />PVI ELEV. = 679.81 <br />V.C. = 150' <br />Existing Ground <br />Profile Grade <br />(gravel) <br />(gravel) <br />(trees) <br />(trees) <br />(grass) <br />(grass)IROQUOIS ST.JAYSEN J. & <br />ELIZABETH <br />A. DINGS, <br />ET UX.ZZZZZALLEYALLEY165+74.8 12.9' C.L.T.F.165+69.8 7.4' C.L.T.F.165+23.0 20.5' EDGE OF WOODS165+72.7 17.4' EDGE OF WOODS165+49.9 21.7' 8" TREE165+31.8 29.0' 6" TREE165+23.8 20.9' 10" TREE165+39.9 58.3' BUSH166+42.9 87.6' 1" PINCHED PIPE FND.167+19.6 86.6' TBM167+64.1 27.4' COR. OF SHED167+53.5 26.9' COR. OF SHED167+53.0 39.2' COR. OF SHED167+63.6 39.6' COR. OF SHED170+40.4 73.6' GUY POLE170+36.1 83.9' TELE. PED.170+84.9 85.8' PWP170+83.5 78.9' W. W. FENCE171+42.8 4.6' W. W. FENCE171+57.3 14.1' BUSH171+58.2 37.6' 18" TREE171+55.5 63.4' END WOOD FENCE171+55.5 63.4' BUILDINGF1 6.0' <br />6.0' <br />165+00 <br />170+00 <br />App. P.L. & Exist. R/WCASEY A. VIEGELAHN, ET AL. <br />429 ANGELA BLVD <br />JILL L. <br />LUCAS <br />421 ANGELA BLVD <br />ANDREA K. & <br />KATHLEEN <br />SOBIERALSKI <br />417 ANGELA <br />BLVD <br />MARCELLA <br />TRAVERSA <br />413 ANGELA <br />BLVD <br />BEVERLY J. <br />KRUEGER, <br />ET AL. <br />409 ANGELA <br />BLVD <br />RICHARD BERNARD <br />COLLINS JR. <br />405 ANGELA BLVD <br />BETTY <br />IVANOVICH <br />325 ANGELA BLVD <br />ANTHONY <br />PENNINO <br />321 ANGELA BLVD <br />FELIX L., JR. & <br />SUSAN OWSLEY <br />317 ANGELA BLVD <br />RICHARD LAMANNA <br />315 ANGELA BLVD <br />PAUL C. & <br />ESTHER A. <br />COSTELLO <br />303 ANGELA <br />BLVD <br />HOLY <br />CROSS <br />COLLEGE, <br />INC. <br />F1 6.0' <br />6.0' <br />Const. Limits <br />Note: See <br />"GRADING <br />DETAILS" <br />This Area <br />Const. Limits <br />Const. Limits <br />Const. Limits <br />+PL(04.89) <br />80.00' <br />+PL(24.92) <br />75.00' <br />+35.00 <br />PL(66.82') <br />Const. Limits <br />Line "A"Line "A" <br />Lin <br />e <br /> <br />" <br />A <br />"App. P.L. & Exist. R/WApp. P.L. & Exist. R/WApp. P.L. & Exist. R/W App. P.L. & Exist. R/W <br />App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.Section Line <br />Section LineSection Line <br />SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF <br />SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF+50.0+50.0+25.0+00.0F1 <br />Line "PR-CLT 2"Line "PR-CLT 2" <br />A <br />28+00 29+00 30+00 31+00 32+00 33+00 34+0029+0030+0031+0032+0033+0034+00S <br />S S <br />S <br />S <br />S <br />D <br />23' R/W 23' R/W 23' R/W 23' R/W <br />Const. Limits <br />Const. Limits <br />Underground AEP Duct Bank <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 />CCR CCR <br />1" = 20' <br />1" = 5' <br />N/A <br />1401811 <br />- <br />R-38065-C <br />12 47 <br />1401811 <br />PLAN & PROFILE <br />LINE "PR-CLT 2" <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION Matchline - Sta. 34+25Matchline - Sta. 28+00CONSTRUCTION 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