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655 <br />660 <br />665 <br />670 <br />675 <br />680 <br />685 <br />655 <br />660 <br />665 <br />670 <br />675 <br />680 <br />685 <br />682.16682.17682.20682.1682.23682.5682.26662.4682.29659.5682.32652.1682.35649.8682.38661.1682.40662.6682.43681.1682.51682.4681.70680.8681.02680.7-2.50%+0.25%+0.06% <br />10+00 11+00 12+00 13+00 14+00 15+00 <br />PVI STA. = 15+25.00 <br />PVI ELEV. = 681.00 <br />V.C. = 100' <br />Begin Construction <br />Sta. 14+01.40 "PR-CLT 2" <br />Elev. 682.43 <br />Existing Ground <br />Profile Grade <br />Existing Ground <br />Profile Grade <br />St. Joseph River <br />North Shore <br />Drive Limits <br />PVI STA. = 14+63.43 <br />PVI ELEV. = 682.54 <br />PVI STA. = 14+28.01 <br />PVI ELEV. = 682.45 <br />P.I. 14+01.31 "PR-CLT 2" <br />18" RCP <br />12" RCP <br />1 <br />2 <br />" <br /> <br />R <br />C <br />P 10" VCP10" <br />V <br />C <br />P <br />24" RCP12" VCP(asphalt)(concrete)(concrete) <br />(gravel/grass) <br />(grass)(grass)(concrete)(asphalt)(concrete)(grass) <br />(water) <br />(water) <br />(trees) <br />(trees)(asphalt)(asphalt)(gravel)(gravel)(gravel) <br />(trees) <br />(trees)RIVERSIDE DRIVENORTHSHORE DR.ST. JOSEPHRIVER146+40.2 47.7' WARNING SIGN146+24.2 51.4' C.L.T.F. COR.146+40.8 65.3' LIGHT POLE146+50.2 79.9' C.L.T.F. COR.146+69.8 90.8' WARNING SIGN147+12.3 41.2' PWP147+13.9 44.2' NO DUMPING SIGN147+08.5 43.5' TRAIL RULES SIGN147+49.8 37.4' 18" TREE147+38.9 33.3' 28" TREE147+36.1 22.0' 30" TREE147+54.1 39.6' 10" TREE147+56.0 34.2' 10" TREE147+55.9 58.3' 20" TREE147+52.8 58.6' 10" TREE147+55.7 52.8' 10" TREE147+41.2 65.1' END HANDRAIL147+53.0 98.7' HANDRAIL147+57.4 123.0' BENCH147+58.6 122.7' INLET147+21.7 0.9' GATE147+22.1 5.5' END RAILRD. TIE147+32.0 7.4' BRIDGE SEAT147+28.5 10.5' END HEADWALL150+62.7 6.3' END RAILRD. TIE150+25.9 9.5' END C.L.T.F.150+30.1 15.9' C.L.T.F.150+26.9 25.9' 32" TREE150+49.5 8.4' RETAINING WALL150+53.5 18.1' END RETAINING WALL150+68.7 21.0' C.L.T.F.150+83.9 20.6' 30" TREE150+79.4 28.8' 28" TREE150+66.2 34.1' 18" TREE150+92.2 62.1' 30" TREE150+86.9 27.3' GAS MARKER POST150+88.8 24.8' STEEL POST150+87.7 25.0' WOOD POST150+80.1 2.6' EDGE OF WOODS150+89.2 41.7' TELE. PED.150+80.1 44.7' TELE. PED.150+90.5 56.2' EDGE OF WOODS151+38.2 34.0' 30" TREE151+41.8 57.9' 24" TREE151+70.4 35.9' END HEADWALL151+69.0 29.9' END HEADWALL151+70.0 31.7' END 18" RCP151+98.8 5.3' EDGE OF WOODS146+05.7 14.5' INLET146+45.0 13.1' CURB INLET146+44.9 24.4' SIGN146+41.7 28.4' LIGHT POLE145+99.2 88.6' DIRECTION SIGN146+61.8 23.4' TRAF. SIG. CONT. BOX146+55.1 36.5' COLUMN146+54.9 37.7' END HANDRAIL146+46.8 66.5' END HANDRAIL146+46.7 67.7' COLUMN146+46.8 68.9' END HANDRAIL146+47.1 84.6' END 5.6' X 18.1' BOX CULVERT146+45.5 98.5' END HANDRAIL146+45.4 99.7' COLUMN146+46.8 98.3' END WALL146+46.6 99.5' END HANDRAIL146+88.4 101.6' END 12" RCP146+76.4 103.2' END HANDRAIL146+78.5 103.9' END HANDRAIL146+77.5 103.4' COLUMN146+89.8 103.6' WALL147+32.4 103.4' END HANDRAIL147+32.4 102.1' COLUMN147+31.3 102.5' END HANDRAIL147+09.9 105.1' END HANDRAIL147+08.7 105.1' COLUMN147+07.5 105.1' END HANDRAIL147+32.1 100.6' END WALL147+34.0 101.3' END WALL147+41.8 88.8' WALL147+41.1 84.7' WALL147+23.2 66.4' END WALL147+25.3 74.6' WATER VALVE147+21.7 75.6' UTILITY VAULT147+12.3 75.7' STORM M.H.146+90.8 66.2' END 12" RCP147+04.1 60.4' ELEC. H.H.147+12.6 61.4' PWP146+79.8 34.9' 4" TREE146+96.6 27.2' 4" TREE147+12.4 29.3' CONT. BOX147+21.9 26.8' 12" TREE147+29.4 20.6' 12" TREE147+17.7 34.7' END C.L.T.F.147+21.7 3.5' END RAILRD. TIE147+28.3 11.6' END HEADWALL147+32.3 7.1' COR. OF BRIDGE SEAT150+62.8 3.6' END RAILRD. TIE150+49.2 5.0' RETAINING WALL COR.150+53.2 14.1' END RETAINING WALL150+14.3 36.3' 52" TREE150+22.8 23.0' 60" TREE150+18.2 35.9' 30" TREE150+22.0 9.3' END C.L.T.F.150+27.3 14.5' C.L.T.F. COR.150+65.9 18.1' C.L.T.F. COR.150+63.9 12.1' END HEADWALL150+73.5 16.7' 30" TREE150+78.1 21.0' GAS MARKER POST150+67.0 56.5' EDGE OF WOODS150+79.6 56.0' SAN. M.H.150+94.1 47.6' SAN. M.H.151+21.7 62.1' TBM151+98.6 4.2' EDGE OF WOODS150+30.1 15.9' 18" TREE147+20.8 2.6' END C.L.T.F.F1 6.0' <br />6.0' <br />150+00 <br />Begin Construction <br />P.O.T. 14+01.40 "PR-CLT 2" <br />YTL <br />1400 RIVERSIDE DR <br />WARREN B. & <br />IVY E. CHATWIN <br />ET UX. <br />833 ANGELA BLVD <br />STEPHEN <br />SOBIERALSKI <br />827 ANGELA BLVD <br />HOSSEIN <br />HAKIMZADEH <br />1722 NORTHSHORE DR <br />CITY OF <br />SOUTH BEND <br />NORTH SHORE <br />CLUB <br />HOMEOWNERS <br />ASSOCIATION, <br />INC. <br />6.0' <br />6.0' <br />Const. Limits <br />Const. Limits <br />Const. LimitsConst. LimitsConst. Limits <br />Const. Lim <br />i <br />t <br />s <br />Note: See <br />"GRADING <br />DETAILS" <br />This AreaConst. LimitsConst. Limits +27.5Line "A"Line "A"Line "A"Line "A" <br />Section Line & App. PL <br />App. P.L. & Exist. R/W <br />App. P.L. & Exist. R/W <br />App. P.L.R/WR/W <br />R/W R/W <br />Const. Limits <br />Const. LimitsSection Line Section Line Section Line <br />SF <br />SF SF <br />SF <br />SF <br />SF <br />SF <br />SF SF <br />Bollard <br />Bollard+77.0+70.0+50.0Line "A" <br />Line "PR-CLT 2"Line "PR-CLT 2"Line "PR-CLT 2"10+00 11+00 12+00 13+00 15+00 <br />F <br />2610+0011+0012+0013+0014+0015+0015 <br />S <br />S <br />S <br />R/WR/W <br />Do Not Disturb Sycamore Tree <br />Maintain Ex. Curb <br />+88.4 <br />PL(48.6') <br />+66.2 <br />PL(51.4') <br />Clean Existing Pipe <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 />9 47 <br />1401811 <br />PLAN & PROFILE <br />LINE "PR-CLT 2" <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION 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 />EARTHWORK SUMMARY TABLE <br />Commom Excavation <br />Line "PR-CLT2" =2,656 Cyd <br />Benching Line "PR-CLT2"662 Cyd <br />Total Common Excavation =3,318 Cyd <br />Fill <br />Line "PR-CLT2" =1,537 Cyd <br />25% Shrinkage 384 Cyd <br />Total Fill =1,921 Cyd <br />Balance <br />Total Fill =1,921 Cyd <br />Less Common Excavation =3,318 Cyd <br />Waste =1,397 Cyd