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4. Norfolk Southern Rail Road Bridge_COA 2021-0902
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4. Norfolk Southern Rail Road Bridge_COA 2021-0902
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Last modified
9/15/2021 4:37:18 PM
Creation date
9/15/2021 4:35:45 PM
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South Bend HPC
HPC Street Address
Norfolk Southern Railroad Bridge
HPC Document Type
Certification
HPC Local Landmark
i. South Bend
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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 />682.15682.1682.18682.5682.22662.4682.25659.5682.29652.1682.32649.8682.36661.1682.39662.6682.43681.1682.51682.4681.70680.8681.02680.7-2.50%+0.25%+0.07% <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 />Existing Ground <br />Profile GradeExisting Ground <br />Profile Grade <br />Begin Profile <br />Sta. 10+00.00 "PR-CLT 2" <br />Elev. 682.15 <br />682.54 <br />+63.43 <br />682.45 <br />+28.01 <br />Q100 WSEL <br />El. 674.43' <br />O.H.W.M. <br />El. 665.00' <br />Riprap Class I <br />over Geotextiles <br />Pedestrian Rail (TBD) <br />5.6' X 18.1' BOX CULVERT <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) <br />(asphalt) <br />(asphalt)(gravel)(gravel)(gravel) <br />(trees) <br />(trees)RIVERSIDE DRIVENORTH SHORE DRIVEST. JOSEPH RIVER146+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 />F <br />F <br />CR <br />CR <br />F1 <br />Begin Bridge Exception <br />P.O.T. 10+66.05 "PR-CLT 2" <br />End Bridge Exception <br />P.O.T. 14+03.40 "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 />A <br />F 6.0' <br />6.0' <br />ADDITIONAL SURVEY TO <br />BE ACQUIRED THIS AREA <br />Line "A" <br />Line "PR-CLT 2" <br />N 89°38'30" E <br />N 89°34'20" E <br />P.I. 14+01.31 "PR-CLT 2"10+0015+00P.I. 147+03.06 "A"150+00N 89°33'55" E <br />Begin Construction <br />P.O.T. 10+00.00 "PR-CLT 2"= <br />P.O.T. 146+61.42 "A", 0.95' Lt.File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Plan & Profile.dwg Plot Date: 7/23/2021 Plotted By: David ZolaDESIGNED: <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 />- <br />1401811 <br />- <br />R-38065 <br />4 39 <br />1401811 <br />PLAN & PROFILE <br />COAL LINE TRAIL OVER ST. JOSEPH RIVER <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION Matchline - Sta. 15+50LEGEND <br />Nursery Sodding26 <br />Seeding27 <br />CR Curb Ramp, ConcreteCurb & Gutter, Concrete15 <br />Curb, Barrier16Milling & HMA ResurfaceM <br />Full Depth HMA PavementK <br />A <br />Concrete Sidewalk, 5"F <br />Sidewalk,Decorative <br />(See Architectural Details) <br />PCCP, 10"C <br />HMA For DrivesD Multi-Use PathF1FOR INFORMATION ONLY <br />8440 Allison Pointe Boulevard, Suite 200 <br />Indianapolis, IN 46250 <br />Phone 317-895-2585 <br />www.ucindy.comConsulting <br />UNITED <br />P.I. 147+03.06 "A"P.I. 150+77.07 "A" <br />LINE "A"LINE "A" <br />100° 18. <br />2 <br />'15°42.0'170°63.0'MAG NAIL <br />E. FACE PWP. <br />#J23A-1697 <br />MAG NAIL <br />E. FACE PWP. <br />#J-2348 <br />W. FACE <br />SOUTH <br />GATE POST <br />UNITED <br />CAPPED <br />REBAR SET NORTHSHORE DR.30°27.4'1 <br />6 <br />0 <br />° <br />7 <br />7 <br />. <br />0 <br />' <br />80° <br />77.0' <br />MAG NAIL IN <br />W. FACE OF <br />18" SYCAMORE <br />MAG NAIL <br />N. FACE PWP <br />MAG NAIL <br />S. FACE <br />4"X6" POST <br />UNITED <br />CAPPED <br />REBAR SET
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