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<br />710 <br />Ex. 36" Storm <br /> <br />Ex. 36" Storm <br />710 <br /> <br /> <br />705 <br /> <br /> <br /> <br /> <br />+35 Str. No. 89 <br />Inv.=714.80 <br /> Ex. 42" Comb. <br /> <br /> <br /> <br /> <br />+20 Str. No. 91 <br /> Ex. 42" Comb. <br /> <br />Ex. 42" Inv.=705.12 <br />Ex. 36" Inv.=710.20 <br /> <br /> <br />Inv.=714.00 <br />Ex. 36" Inv.=710.05 Ex. 36" Inv.=710.00 <br />705 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />107 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />N. = 21860.899 E. = 20011.665 <br />700 <br /> <br /> <br />695 <br />55+00 <br />Ex. 42" Inv.=705.59 (Plotted 10' Below Datum) <br /> <br /> <br />35 lft of 12" Pipe <br />@ +0.38% <br />85 lft of 12" Pipe <br />@ +0.38% <br /> <br /> <br /> <br /> <br />56+00 <br />Inv.=715.13 <br />(Plotted 10' Below Datum) <br /> <br /> <br /> <br /> <br />57+00 <br /> <br /> <br /> <br /> <br /> <br />58+00 <br /> <br /> RECOMMENDED <br />+87 Str. No. 93 <br />Inv.=712.50 <br />(Plotted 10' Below Datum) <br /> <br /> <br /> <br /> <br /> <br />59+00 <br /> <br /> <br /> <br /> <br /> <br />INDIANA <br /> <br /> <br /> <br /> <br /> <br />60+00 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />HORIZONTAL SCALE <br />1" = 20' <br />700 <br /> <br /> <br />695 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />BRIDGE FILE <br /> <br /> <br /> <br /> <br /> <br />Post <br /> <br /> <br /> <br /> <br />Post <br /> <br /> <br /> <br /> <br /> <br /> <br />N. Most <br />5" Metal Post <br /> <br /> <br /> Capped <br />Rebar <br /> <br />F.O. H.H. <br /> <br /> <br />Pwp. <br />(J281-32) <br />FOR APPROVAL <br />DESIGN ENGINEER DATE <br />DESIGNED: JDD DRAWN: BJS <br />CHECKED: MJG CHECKED: JDD <br />DEPARTMENT OF TRANSPORTATION <br /> <br />PLAN AND PROFILE - LINE "A" <br />STA. 55+00 TO STA. 60+00 <br />VERTICAL SCALE <br />1" = 5' <br />SURVEY BOOK <br /> <br />CONTRACT <br />DESIGNATION <br />1902178 <br />SHEETS <br />7 of 26 <br />PROJECT <br />58+26.14 "A", 25.8' Lt. R-43125 1902178 718.68 718.87 719.07 719.27 719.15 718.79 718.43