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F1 <br />1.5% <br />Line "PR-CLT 2" <br />5'-0"2'-0"5'-0" <br />Profile Grade <br />Subgrade Treatment Type III <br />TYPICAL SECTION - LINE "PR-CLT 2" <br />From 38+77.20 To 40+42.00 "PR-CLT 2" <br />Existing Ground <br />℄ <br />Varies <br />Existing Curb and Gutter6:1 <br />6:1 <br />2'-0" <br />Existing Ground <br />LEGEND <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 />Compacted Aggregate, No. 53 <br />Nursery Sodding <br />F1 <br />26 <br />0 <br />Seeding27 <br />F1 <br />1.5% <br />Line "PR-CLT 2" <br />5'-0"2'-0"5'-0" <br />Profile Grade <br />Subgrade Treatment Type III <br />TYPICAL SECTION - LINE "PR-CLT 2" <br />From 40+42.00 To 42+42.15 "PR-CLT 2" <br />Varies <br />6:1 <br />Existing Ground <br />Existing Ground <br />Existing Roadway <br />3:1 <br />3:1 <br />27 <br />27 <br />26 <br />Existing Ground <br />Existing Ground <br />F1 <br />1.5% <br />3:1 <br />3:1 <br />Line "PR-CLT 2" <br />6'-0"2'-0"6'-0"2'-0"Varies <br />Profile Grade <br />Subgrade Treatment Type III <br />TYPICAL SECTION - LINE "PR-CLT 2" <br />From 14+01.40 To 36+49.20 "PR-CLT 2" <br />Varies <br />6:16:1 <br />27 <br />27 <br />℄ <br />℄ <br />11'-0"11'-0"11'-0"11'-0"11'-0"2'-0" <br />Ex. Curb <br />and Ground <br />1'-6" <br />5'-0" Min <br />3:1 <br />27 <br />10' Clearing <br />10' Clearing <br />10' Clearing <br />Sidewalk Concrete, 5"F <br />3" <br />8" <br />5"1'-3"Ex. Pvmt.4"2" <br />2" <br />CONCRETE CURB, TYPE B <br />NOT TO SCALE <br />F1 <br />1.5% <br />Line "PR-CLT 2" <br />5'-0"2'-0"5'-0" <br />Profile Grade <br />Subgrade Treatment Type III <br />MODULAR-BLOCK-WALL TYPICAL SECTION <br />From 36+49.20 To 38+77.20 "PR-CLT 2" <br />Existing Ground <br />℄ <br />Varies <br />Existing Curb and Gutter6:1 <br />2'-0" <br />Existing Ground <br />Modular-Block-Wall <br />Drainage Aggregate <br />Leveling Pad <br />Existing Curb and Gutter <br />Benching as necessary <br />15 Combination Curb and Gutter, Type B <br />(City of South Bend) <br />Existing Ground <br />Existing Ground <br />3:1 <br />3:1 <br />27 <br />27 <br />1 1 <br />1 Station 34+68.6 Equals 6.0 feet, <br />From Station 34+68.6 to 35+25.7 Varies 6.0 feet to 5.0 feet <br />Station 35+35.7 Equals 5.0 feet <br />File Name: P:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Typical Sections.dwg Plot Date: 7/29/2022 Plotted By: Andy Allison8440 Allison Pointe Blvd. <br />Suite 200 <br />Indianapolis, IN 46250 <br />Phone 317-895-2585 <br />www.ucindy.comConsulting <br />UNITED <br />2 1/2" x 2 1/2" x 1/4" <br />Steel Posts With Caps <br />Finished Surface <br />3/4" x 3/4" <br />Steel Bars <br />Max. Post Spacing <br />6'-0" <br />1 3/4" Sch. 40 <br />Pipe (Rails) <br />ELEVATION - TYPICAL RAILING PANEL <br />16 Spa. @ 4 1/2 = 6'-0" <br />Notes: <br />1.Ornamental Trail Railing shall be powder coated in accordance with <br />ASTM D7803 and D3359. <br />2.The color of the powder coated ornamental railing shall be coordinated <br />with the Engineer. <br />3.Concrete Post Foundation shall be Class A Concrete (3500 PSI) <br />4.All final connection details shall be designed by railing fabricator. <br />ORNAMENTAL TRAIL RAILING <br />NOT TO SCALE CONCRETE FOUNDATION SECTION <br />Steel Bar Spacing <br />Encase Post In 1'-0" <br />Concrete Foundation <br />1'-0"6"3'-0"3" Min.4"4'-2"4'-6"3"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 />WRC WRC <br />NOT TO SCALE <br />NOT TO SCALE <br />N/A <br />1401811 <br />- <br />R-38065-C <br />3 47 <br />1401811 <br />TYPICAL SECTIONS & <br />MISCELLANEOUS DETAILS <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION