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640 <br />645 <br />650 <br />655 <br />660 <br />665 <br />670 <br />675 <br />680 <br />685 <br />640 <br />645 <br />650 <br />655 <br />660 <br />665 <br />670 <br />675 <br />680 <br />685 <br />682.15682.1682.18682.5682.22662.4682.25659.5682.29652.1682.32649.8682.36661.1682.39662.6682.43681.1682.51682.4682.13681.6-2.50%+0.25% <br />+0.07% <br />10+00 11+00 12+00 13+00 14+00 <br />Existing Ground <br />Profile Grade <br />Begin Construction <br />Sta. 10+00.00 Line "PR-CLT 2" <br />Elev. 682.15 <br />PVI STA. = 14+28.01 <br />PVI ELEV. = 682.45 <br />PVI STA. = 14+63.43 <br />PVI ELEV. = 682.54 <br />Q100 WSEL <br />El. 674.43' <br />See Plan Set Part 1 of 2 <br />EARTHWORK SUMMARY <br />TBM 106 Mag Spike Set in north face of Power Pole 100A J234-93 ±25 feet east of <br /> the centerline of North Shore Drive and ±150 feet north of the centerline <br /> of Angela Boulevard. <br /> Offset = 62.10' Right, Sta. O.P.O.T. 151+21.7 "A", Elev. 682.556 <br />O.H.W.M. <br />El. 665.00'Riprap Class I <br />over Geotextiles <br />Riprap Class I <br />over Geotextiles <br />Riprap Class I <br />Flow Line <br />El. 648.20' <br />Riprap Class I <br />Riprap Class I <br />over Geotextiles <br />Riprap Class I <br />over Geotextiles <br />Pedestrian Rail <br />3.0'1 <br />1 <br />1 <br />1 <br />Match <br />Existing <br />Slope <br />Match <br />Existing <br />SLope <br />Existing Wall to Remain <br />El. 657.00' <br />El. 653.00' <br />P.I. 14+01.31 "PR-CLT 2" <br />10+00 11+00 12+00 13+00 15+00 <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(grass)(grass)(asphalt)(concrete)(grass) <br />(water) <br />(water) <br />(trees) <br />(trees) <br />(asphalt) <br />(asphalt)(gravel)RIVERSIDE DRIVENORTH SHORE DRIVEWARREN B. & <br />IVY E. CHATWIN <br />ET UX. <br />HOSSEIN <br />HAKIMZADEH <br />ST. JOSEPH RIVER12.0' <br />P.I. 147+03.06 "A" <br />P.I. 150+77.07 "A" <br />150+00 12.0' <br />1.0' <br />1.0' <br />CIVIL CITY OF <br />SOUTH BEND <br />Riprap, Class I <br />300 Tons on 128 Sys. <br />of Geotextiles <br />18" Tree, To be Removed <br />Trim Crown as needed. <br />Tree to Remain <br />Section 35, T38N, R2E <br />Portage Township <br />City of South Bend <br />St. Joseph County, IN <br />Section 2, T37N, R2E <br />Portage Township <br />City of South Bend <br />St. Joseph County, IN <br />Line "PR-CLT 2" <br />Line "A" <br />Riprap, Class I <br />300 Tons on 173 Sys. <br />of Geotextiles <br />Riprap, Class I <br />506 Tons <br />Riprap, Class I <br />300 Tons on 127 Sys. <br />of Geotextiles <br />Riprap, Class I <br />250 Tons <br />Riprap, Class I <br />300 Tons on 172 Sys. <br />of Geotextiles <br />N 89°34'20" E <br />N 89°38'30" E <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 />Begin Construction <br />P.O.T. 10+00.00 "PR-CLT 2" <br />City of South Bend <br />Coal Line Trail over St. Joseph River <br />Sta. 12+34.75 "PR-CLT 2" <br />6 <br />5 <br />0 <br />655 <br />660655680 <br />675 68066065565565066 <br />0 <br />660655650645675680670665680680675665See <br />Trail Plans Part 1 of 2 <br />See <br />Trail Plans Part 1 of 2 <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 BOOKNARDJZ <br />CJD CJD <br />1" = 20' <br />1" = 5' <br />- <br />1401811 <br />- <br />R-38065 <br />5 39 <br />1401811 <br />LAYOUT <br />COAL LINE TRAIL OVER ST. JOSEPH RIVER <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION <br />File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Layout.dwg Plot Date: 7/23/2021 Plotted By: David ZolaEXISTING STRUCTURE <br />Existing structure is a seven-span bridge consisting of various <br />span lengths and beam depths, with a total length of 329'-6" <br />and no skew. The original date of construction is unknown. <br />Portions of the existing superstructure will be removed. <br />Portions of the existing substructure will be reconstructed. <br />ROLLED STEEL & RIVETED STEEL <br />GIRDER BRIDGE <br />7 SPANS: 28'-8", 59'-11 5/8", <br />60'-4 3/4", 43'-7 3/4", 49'-1 1/4", <br /> 49'-1", 39'-4 3/4" <br /> SKEW: 0° <br />CLEAR ROADWAY: 12'-5" <br />COAL LINE TRAIL OVER ST. JOSEPH RIVER <br />8440 Allison Pointe Boulevard, Suite 200 <br />Indianapolis, IN 46250 <br />Phone 317-895-2585 <br />www.ucindy.comConsulting <br />UNITED <br /> HYDRAULIC DATA <br />Drainage Area: 3,592 sq. mi. <br />Q Discharge: 3,000 cfs <br />Flow Line Elevation (From FIS): 648.20 ft. <br />100 <br />Q WS Elevation: 674.43 ft.100 <br />Q Velocity (Max.)= 8.93 ft/s100 <br />Q Velocity (Avg.)= 5.31 ft/s100 <br />Scour Depth, Contraction: 0.0 ft. <br />Scour Depth, Total: 13.76 ft. <br />Low Scour Elevation: 634.44 ft.