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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 />681.02680.7680.85680.9680.75680.3680.65680.4680.55680.5680.45680.2680.35680.4680.25680.2680.15680.3680.05680.3679.98680.3680.66680.7681.74681.7681.88681.816+00 17+00 18+00 19+00 20+00 21+00 <br />Existing Ground <br />Profile Grade-0.20% <br />PVI STA. = 21+40.00 <br />PVI ELEV. = 681.79 <br />V.C. = 55' <br />PVI STA. = 20+75.00 <br />PVI ELEV. = 679.90 <br />V.C. = 75' <br />24" Pipe @ 0.25% <br />671.76 <br />FO FO <br />FO <br />P.C. 20+85.74 "PR-CLT 2" <br />24" RCP <br />24" RCP (gravel)(gravel) <br />(gravel) <br />(trees) <br />(trees) <br />(trees) <br />(trees) <br />(grass) <br />(grass) <br />ALLEY ALLEY154+10.8 6.0' EDGE OF WOODS156+28.5 5.6' EDGE OF WOODS157+94.5 6.5' EDGE OF WOODS152+22.3 22.9' COR. OF LANDSCAPE TIMBERS152+62.5 22.0' COR. OF LANDSCAPE TIMBERS152+99.2 4.4' EDGE OF WOODS153+68.1 63.6' 3/4" PIPE MON. FND.154+68.8 64.4' CAPPED REBAR FND.154+70.0 53.1' SAN. M.H.154+72.0 5.8' EDGE OF WOODS155+23.3 29.9' LIGHT POLE155+26.2 7.4' EDGE OF WOODS156+28.4 6.5' EDGE OF WOODS157+95.0 6.1' EDGE OF WOODS158+17.1 57.7' SAN. M.H.158+41.3 65.0' TBMF1 6.0' <br />6.0' <br />F1 6.0' <br />6.0'155+00 <br />(trees) <br />LANCE D. <br />NETTROUER <br />821 ANGELA BLVD <br />GEORGE A. <br />CASSODAY <br />815 ANGELA BLVD <br />CHRISTOPHER <br />HUFFMAN <br />& <br />ANNAMARIE DIBLEY <br />809 ANGELA BLVD <br />CHRISTOPHER <br />D. FORD <br />801 ANGELA BLVD <br />RICK <br />RYDZYNSKI <br />729 ANGELA BLVD <br />LEONARD & <br />RUTH A. <br />MAXWELL <br />723 ANGELA BLVD <br />717 W ANGELA, <br /> L.L.C. <br />717 ANGELA BLVD <br />ROSE M. <br />BRZEZINSKI <br />709 ANGELA BLVD <br />ADAM <br />DUKER <br />701 ANGELA BLVD <br />CAROL L. LUX <br />631 ANGELA BLVD <br />ANDREW <br />GUSTAFSON <br />625 ANGELA BLVD <br />SAMUEL AND <br />JENNIFER <br />OCHSTEIN <br />619 ANGEL <br />BLVD <br />BENJAMIN <br />DILLON <br />615 ANGELA <br />BLVD <br />NORTH SHORE CLUB <br />HOMEOWNERS <br />ASSOCIATION, INC. <br />HOSSEIN HAKIMZADEH <br />1722 NORTHSHORE DR <br />Const. Limits <br />Const. Li <br />mits <br />Const. Limits <br />Const. <br /> <br />Li <br />mi <br />t <br />s <br />Const. Limits <br />Const. Limits <br />Line "A" <br />Line "A" <br />Line "A" <br />Section Line & App. PL <br />Section Line & App. PL <br />App. P.L. & Exist. R/W <br />App. P.L. & Exist. R/W <br />App. P.L. & Exist. R/W <br />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.App. P.L.App. P.L.R/W <br />R/W <br />R/W <br />R/W R/W <br />R/W <br />SF <br />SF <br />SF SF SF <br />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 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF <br />SF <br />SF <br />SF SF SF <br />SF SF <br />+20.0+50.0Line "PR-CLT 2"Line "PR-CLT 2"Line "PR-CLT 2" <br />Line "PR-CLT 2" <br />16+00 17+00 18+00 19+00 20+00 21+00 <br />S <br />S S16+0017+0018+0019+0020+0021+00+00.0 <br /> 8.0' <br />+00.2 <br /> 8.0' <br />+50.0 <br /> 8.0' <br />+00.2 <br /> 8.0' <br />S <br />S <br />S <br />S <br />24" RCP <br />R/W P.C. <br />20+73.25 <br />53.1 <br />R/W P.C. <br />20+73.51 <br />46.9 <br />6 Tons of Revetment Riprap & <br />13 Sys of Geotextiles for Riprap <br />Type 1A Req'd. <br />AEP Underground Duct Bank <br />Underground AEP <br />Vault w/ manholes <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 />10 47 <br />1401811 <br />PLAN & PROFILE <br />LINE "PR-CLT 2" <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION Matchline - Sta. 21+75 "PR-A"Matchline - Sta. 15+50CONSTRUCTION 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 <br />Pipe Outlets to Existing Ditch