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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 />+0.25% <br />-4.74% <br />-0.40%681.88681.8681.94681.7682.06681.8682.19682.2682.31682.1682.44681.7682.41682.0681.29682.3679.07679.9677.24675.4676.50675.5676.30676.3676.10676.3676.16676.0PVI STA. = 24+75.00 <br />PVI ELEV. = 682.63 <br />V.C. = 100' <br />22+00 23+00 24+00 25+00 26+00 27+00 <br />PVI STA. = 26+00.00 <br />PVI ELEV. = 676.70 <br />V.C. = 100' <br />Existing Ground <br />Profile Grade <br />24" Pipe @ 0.25% <br />672.50 673.00 Pipe to be left for connection <br />to future ditch to be constructed <br />by the City of South Bend <br />Str. No. 300 <br />25+50.3, 18.1 Lt. "PR-CLT 2" <br />100' Of 24" RCP Req'd. <br />24" Pipe @ 0.25% <br />303 301 <br />672.71672.69672.11672.10 <br />24'' Pipe @ 0.25% <br />P.C. 24+86.00 "PR-CLT 2" <br />P.T. 24+71.84 "PR-CLT 2" <br />P.T. 25+55.66 "PR-CLT 2" <br />24" RCP <br />24" RCP <br />(gravel) <br />(gravel) <br />(trees) <br />(trees) <br />(trees) <br />(trees) <br />(grass)ZZALLEYALLEY <br />ALLEY159+46.4 8.6' EDGE OF WOODS160+58.8 8.5' EDGE OF WOODS162+16.4 4.8' EDGE OF WOODS162+60.4 37.8' EDGE OF WOODS164+53.0 133.0' CAPPED REBAR FND.158+41.3 65.0' TBM159+40.4 11.0' EDGE OF WOODS160+19.9 58.3' 1" PIPE MON. FND.161+09.1 10.1' EDGE OF WOODS161+64.3 60.1' SAN. M.H.161+47.4 49.9' CAPPED REBAR FND.162+62.8 86.3' 1" PIPE MON. FND.162+14.2 9.0' EDGE OF WOODS163+55.7 9.7' STEEL POST163+55.6 36.0' STEEL POSTF1 6.0' <br />6.0' <br />F1 <br />6.0' <br />6.0'160+00 <br />JAMES M. & PAMELA <br />S. CREECH <br />607 ANGELA BLVD <br />DONNA M. GLOWACKI <br />549 ANGELA BLVD <br />JUDITH A. <br />STREITMATTER <br />537 ANGELA BLVD <br />JESSICA ANN <br />HUGHES <br />531 ANGELA BLVD <br />GORDON <br />GIVAN <br />521 ANGELA BLVD <br />MICAH J. FERRELL <br />525 ANGELA BLVD <br />BRUCE A. <br />HARRIS, <br />ET AL. <br />513 ANGELA BLVD <br />MARIJKE <br />BROWN <br />507 ANGELA BLVD <br />ROBERT J. & SANDRA <br />BRUCE, ET UX. <br />INSTR. NO. 9235825 <br />501 ANGELA BLVD <br />THE POINT AT NORTH SHORE <br />WOODS ASSOCIATION, INC. <br />217 ANGELA BLVD <br />HOSSEIN HAKIMZADEH <br />1722 NORTHSHORE DR <br />R <br />/W <br />+PL(+44.41) <br />23.00' <br />+PL(+74.83) <br />49.09' <br />+90.00 <br />PL(67.16') <br />Const. Limits <br />Const. Limi <br />t <br />s <br />Const. <br />Li <br />mi <br />t <br />s <br />Line "A" <br />Line " <br />A" <br />Line "A" <br />Line " <br />A <br />" <br />23' R/W <br />App. P. <br />L. <br />& <br />E <br />xi <br />st. <br />R <br />/ <br />W <br />App. P <br />. <br />L <br />. <br /> <br />& <br /> <br />E <br />xi <br />s <br />t <br />. <br /> <br />R <br />/ <br />W <br />App. P.L. & Exist. R/W <br />App. P.L. & Exist. R/WApp. 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.R/W R/W <br />R/W <br />R/W <br />App. P.L. <br />App. <br />P. <br />L. <br />App. P.L. <br />App. <br />P. <br />L. <br />App. P.L. & <br /> <br />E <br />x <br />i <br />s <br />t <br />. <br /> <br />R <br />/ <br />W <br />R/W <br />R/W <br />R/W <br />Section Line Section Line Section Line <br />SF SF SF SF SF SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF <br />SF SF SF SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF <br />SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF <br />Concrete Washout <br />Line "PR-CLT 2" <br />Line "PR- <br />C <br />L <br />T <br /> <br />2 <br />" <br />Line " <br />P <br />R <br />- <br />C <br />L <br />T <br />2 <br />" <br />Line "PR-CLT 2" <br />22+00 <br />23+00 <br />24+00 <br />25+00 <br />26+00 27+00 28+00 <br />A <br />22+0023+0024+0025+0026+0027+00S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />Str. No. 300 <br />25+41.2, 13.0 Lt. "PR-CLT 2" <br />120' Of 24" RCP Req'd.23' R/W <br />24" RC <br />P <br />24" RCP <br />24+88.4 Lt. "PR-CLT 2" <br />MH Type C & <br />237' Of 24" Pipe Type 2 Req'd. <br />Str. No. 301 <br />22+44.6 Lt. "PR-CLT 2" <br />MH Type C & <br />140' Of 24" Pipe Type 2 Req'd. <br />Str. No. 303 <br />Const. <br /> <br />Li <br />mi <br />t <br />s <br />Const. Limits <br />Underground <br />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 BOOKAJAJNII <br />CCR CCR <br />1" = 20' <br />1" = 5' <br />N/A <br />1401811 <br />- <br />R-38065-C <br />11 47 <br />1401811 <br />PLAN & PROFILE <br />LINE "PR-CLT 2" <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION Matchline - Sta. 28+00Matchline - Sta. 21+75CONSTRUCTION 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