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FT Xsect 1383180 for Contract Services
33+50.0033+90.7134+03.0034+22.3234+45.0034+56.7534+86.4735+25.0035+50.0035+82.0036+23.0536+35.0036+75.0037+10.0037+35.0037+50.0037+70.0037+90.5338+30.0338+63.8938+69.1139+29.9939+50.0039+84.0040+12.0440+35.0040+50.0040+75.0041+00.0041+25.0041+50.0041+75.0042+00.0142+25.0042+50.0042+75.0043+25.1543+75.0043+90.0744+25.0044+50.0044+87.8045+41.22S. GUILFORD ROAD GUILFORD TRAIL DR.DRUID HILL DR.EMERSON RD.SCHOOL DR.21+49.9821+97.9322+39.9022+75.0022+88.0823+48.0724+00.0024+25.0024+50.0024+75.0025+00.0025+19.6725+50.0025+75.0026+00.0026+19.9826+54.9826+70.0027+01.3027+35.0027+57.0127+75.0028+11.3628+25.0028+83.6229+35.0029+70.0029+88.3330+25.0030+55.0030+80.0231+00.0031+25.0031+53.0832+07.2832+17.1832+54.9132+75.0033+00.0033+19.7333+50.00S. GUILFORD ROAD COLLEGE WAYHELEN KEEN CT.CHIMNEY ROCK DR.WATERLILLY WAY126TH STREETSCHOOL DR.SCHOOL DR.14+50.0014+75.0015+00.0015+25.0015+50.0015+75.0016+00.0016+25.0016+50.0016+75.0017+00.0017+25.0017+50.0017+75.0018+00.0018+25.0018+50.0018+75.0019+00.0019+25.0019+50.0019+75.0020+00.0020+25.0020+50.0020+75.0021+00.00S. GUILFORD ROAD BEGIN PROJECT 14+95.30 "B"DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION04/02/2018 VERTICAL SCALE GUILFORD ROAD CROSS SECTION SAMPLE LINE LOCATIONS 1"=40' N/A XS-1A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57ERR 1 S EF SPRONO. ASTATE OF D NIO IN LA AI N 01306 NGINE 27 EERIGEETS DANDREW J OHN W O L F 45+94.28 46+15.02 46+49.98 46+64.52 47+00.00 47+34.56 47+55.0 1 48 + 8 4 . 5 4 49+ 0 4 . 0 0 49+40.14 49+75.00 50+18.27 50+32.06 50+48.40 50+75.00 51+00.00 51+25.00 6+00.006+25.006+50.006+75.006+83.347+25.007+50.007+78.358+02.008+25.008+50.008+75.009+16.279+37.2810+65.0210+81.9511+08.0111+25.0011+57.4211+84.2612+00.0012+13.0012+29.0012+50.016+00 840845850 6+25 840845 -0+00 0+501 + 0 0 1+502+002+50 2+64 N. GUILFORD ROADW. MAIN ST.S. GUILFORD ROADDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION VERTICAL SCALE ROUND-A-BOUT CROSS SECTION SAMPLE LINE LOCATIONS 1"=30' N/A XS-2A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 04/02/2018 ERR 1 S EF SPRONO. ASTATE OF D NIO IN LA AI N 01306 NGINE 27 EERIGEETS DANDREW J OHN W O L F 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-3A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 14+50 14+50 840 845 850 840 845 850 14+75 14+75 840 845 850 840 845 850 15+00 15+00 840 845 850 840 845 850 15+25 15+25 840 845 850 840 845 850 P.G.=846.326:1P.G.=846.306:1 FILL CUT AREA = 0.00 AREA = 0.00 VOL. = 0 VOL. = 0 FILL CUT AREA = 0.00 AREA = 0.00 VOL. = 0 VOL. = 0 FILL CUT AREA = 0.75 AREA = 6.25 VOL. = 0 VOL. = 3 FILL CUT AREA = 0.65 AREA = 6.17 VOL. = 1 VOL. = 6 Ex.=845.65Ex.=846.07Ex.=846.32Ex.=846.30BEGIN PROJECT STA. 14+95.30 "B"Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-4A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 15+50 15+50 840 845 850 840 845 850 15+75 15+75 840 845 850 855 840 845 850 855 16+00 16+00 840 845 850 840 845 850 P.G.=846.286:1P.G.=846.2010:1P.G.=846.078:1 FILL CUT AREA = 0.97 AREA = 6.15 VOL. = 1 VOL. = 6 FILL CUT AREA = 0.14 AREA = 8.57 VOL. = 1 VOL. = 7 FILL CUT AREA = 0.33 AREA = 7.18 VOL. = 0 VOL. = 7 Ex.=846.28Ex.=846.20Ex.=846.07Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-5A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 16+25 16+25 840 845 850 840 845 850 16+50 16+50 840 845 850 840 845 850 16+75 16+75 840 845 850 840 845 850 17+00 17+00 840 845 850 840 845 850 P.G.=845.938:1P.G.=845.787:1P.G.=845.638:1P.G.=845.499:1 FILL CUT AREA = 0.39 AREA = 7.21 VOL. = 0 VOL. = 7 FILL CUT AREA = 0.87 AREA = 6.75 VOL. = 1 VOL. = 6 FILL CUT AREA = 0.85 AREA = 6.75 VOL. = 1 VOL. = 6 FILL CUT AREA = 0.24 AREA = 7.93 VOL. = 1 VOL. = 7 Ex.=845.93Ex.=845.78Ex.=845.63Ex.=845.49- Building- Building- Building- Building- BuildingEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-6A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 17+25 17+25 840 845 850 840 845 850 17+50 17+50 840 845 850 840 845 850 17+75 17+75 840 845 850 855 840 845 850 855 P.G.=845.318:1P.G.=845.1012:1P.G.=844.8414:1 FILL CUT AREA = 0.25 AREA = 7.71 VOL. = 0 VOL. = 7 FILL CUT AREA = 0.41 AREA = 7.88 VOL. = 0 VOL. = 7 FILL CUT AREA = 0.23 AREA = 8.87 VOL. = 0 VOL. = 8 Ex.=845.31Ex.=845.10Ex.=844.84Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-7A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 18+00 18+00 840 845 850 855 840 845 850 855 18+25 18+25 840 845 850 855 840 845 850 855 18+50 18+50 840 845 850 855 840 845 850 855 P.G.=844.6410:1P.G.=844.499:1P.G.=844.525:1 FILL CUT AREA = 0.56 AREA = 7.36 VOL. = 0 VOL. = 8 FILL CUT AREA = 0.93 AREA = 7.41 VOL. = 1 VOL. = 7 FILL CUT AREA = 1.22 AREA = 4.51 VOL. = 1 VOL. = 6 Ex.=844.64Ex.=844.49Ex.=844.52Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-8A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 18+75 18+75 840 845 850 855 840 845 850 855 19+00 19+00 840 845 850 855 840 845 850 855 19+25 19+25 840 845 850 855 840 845 850 855 P.G.=844.599:1P.G.=844.745:1P.G.=844.927:1 FILL CUT AREA = 0.04 AREA = 9.46 VOL. = 1 VOL. = 6 FILL CUT AREA = 0.78 AREA = 6.60 VOL. = 0 VOL. = 7 FILL CUT AREA = 0.06 AREA = 8.66 VOL. = 0 VOL. = 7 Ex.=844.59Ex.=844.74Ex.=844.92Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-9A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 19+50 19+50 840 845 850 855 840 845 850 855 19+75 19+75 840 845 850 855 840 845 850 855 20+00 20+00 840 845 850 855 840 845 850 855 P.G.=845.068:1P.G.=845.145:1P.G.=845.169:1 FILL CUT AREA = 0.03 AREA = 9.61 VOL. = 0 VOL. = 8 FILL CUT AREA = 0.91 AREA = 6.38 VOL. = 0 VOL. = 7 FILL CUT AREA = 0.00 AREA = 11.39 VOL. = 0 VOL. = 8 Ex.=845.06Ex.=845.14Ex.=845.16Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-10A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 20+25 20+25 840 845 850 840 845 850 20+50 20+50 840 845 850 840 845 850 20+75 20+75 840 845 850 840 845 850 21+00 21+00 840 845 850 840 845 850 P.G.=845.129:1P.G.=844.979:1P.G.=844.7118:1P.G.=844.4316:1 FILL CUT AREA = 0.00 AREA = 11.03 VOL. = 0 VOL. = 10 FILL CUT AREA = 0.00 AREA = 10.47 VOL. = 0 VOL. = 10 FILL CUT AREA = 0.00 AREA = 13.10 VOL. = 0 VOL. = 11 FILL CUT AREA = 0.00 AREA = 11.89 VOL. = 0 VOL. = 12 Ex.=845.12Ex.=844.97Ex.=844.71Ex.=844.43Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-11A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 21+50 21+50 840 845 840 845 21+98 21+98 830 835 840 845 830 835 840 845 22+40 22+40 830 835 840 845 830 835 840 845 P.G.=843.824:1 4:1P.G.=843.42842.58 4:14:14:1 FILL CUT AREA = 0.32 AREA = 11.15 VOL. = 0 VOL. = 21 FILL CUT AREA = 8.49 AREA = 2.97 VOL. = 8 VOL. = 13 FILL CUT AREA = 25.41 AREA = 2.07 VOL. = 26 VOL. = 4 Profile 126th Street Left Ex.=843.78Ex.=843.22Ex.=843.34Exist. San. Pipe 831.83 - BuildingPVI STA: 0+25.67 PVI ELEV: 842.36 VCL: 20.00 -2.00%-2.88%-1.50%Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WInv. In From Str. No. 21A = 839.56 Inv. In From Str. No. 20 = 839.40 Inv. Out = 839.15 Str. No. 21 18"∅ Pipe @ 0.50%12"∅ Pipe @ 0.50% Inv. In From Str. No. 22A = 839.56 Inv. Out = 839.31 Str. No. 22 Inv. In From Str. No. 22 = 839.22 Inv. In From Str. No. 21 = 839.06 Inv. Out = 836.45 Str. No. 23 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-12A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 22+75 22+75 830 835 840 845 830 835 840 845 22+88 22+88 830 835 840 845 830 835 840 845 23+48 23+48 830 835 840 845 830 835 840 845 P.G.=843.58842.75 4:14:14:1 P.G.=843.65842.82 4:14:14:1 P.G.=843.87843.01 4:14:1 FILL CUT AREA = 44.35 AREA = 2.30 VOL. = 45 VOL. = 3 FILL CUT AREA = 45.22 AREA = 1.94 VOL. = 22 VOL. = 1 FILL CUT AREA = 9.55 AREA = 21.69 VOL. = 61 VOL. = 26 Profile Waterlily Way Rt.Ex.=843.51Ex.=843.59Ex.=843.97Exist. San. Pipe 831.50 - Building- BuildingPVI STA: 0+66.00 PVI ELEV: 842.55 VCL: 20.00 -2.00%-2.00%Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 23 836.34 Str. No. 23 836.30 Str. No. 23 836.12 EasementEasement 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-13A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 24+00 24+00 830 835 840 845 830 835 840 845 24+25 24+25 830 835 840 845 830 835 840 845 24+50 24+50 830 835 840 845 830 835 840 845 P.G.=843.51842.65 4:14:1 4:1 0:1P.G.=843.12842.26 4:14:1 6:1 4:1P.G.=842.58841.72 4:14:1 6:1 0:1 FILL CUT AREA = 9.86 AREA = 24.71 VOL. = 19 VOL. = 45 FILL CUT AREA = 9.19 AREA = 16.46 VOL. = 9 VOL. = 19 FILL CUT AREA = 8.94 AREA = 15.94 VOL. = 8 VOL. = 15 Ex.=843.61Ex.=843.17Ex.=842.58Exist. San. Pipe 831.38 Exist. San. Pipe 831.32 Exist. San. Pipe 831.26 Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 23 835.96 Str. No. 23 835.89 Str. No. 23 835.81 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-14A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 24+75 24+75 830 835 840 845 830 835 840 845 25+00 25+00 830 835 840 845 830 835 840 845 25+20 25+20 830 835 840 845 830 835 840 845 P.G.=842.01841.15 6:14:14:1 4:1P.G.=841.51840.65 6:14:14:1 0:1P.G.=841.18840.32 6:14:14:1 4:1 FILL CUT AREA = 16.55 AREA = 18.54 VOL. = 12 VOL. = 16 FILL CUT AREA = 25.70 AREA = 16.30 VOL. = 20 VOL. = 16 FILL CUT AREA = 27.57 AREA = 16.63 VOL. = 19 VOL. = 12 Ex.=841.90Ex.=841.32Ex.=840.91Exist. San. Pipe 831.20 Exist. San. Pipe 831.14 Exist. San. Pipe 830.94 Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 23 835.74 Str. No. 23 835.66 Inv. In From Str. No. 26 = 837.19 Inv. In From Str. No. 25 = 837.19 Inv. In From Str. No. 23 = 835.60 Inv. Out = 835.60 Str. No. 27 Inv. In From Str. No. 24 = 837.54 Inv. Out = 837.29 Str. No. 25 Inv. Out = 837.29 Str. No. 26 12"∅ Pipe @ 0.50%12"∅ Pipe @ 0.50%12"∅ Pipe @ 0.50% Inv. Out = 837.63 Str. No. 24 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-15A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 25+50 25+50 830 835 840 845 830 835 840 845 25+75 25+75 830 835 840 845 830 835 840 845 26+00 26+00 830 835 840 845 830 835 840 845 P.G.=840.75839.89 6:14:14:1 0:1P.G.=840.48839.62 6:14:14:1 4:1P.G.=840.29839.43 6:14:14:1 0:1 FILL CUT AREA = 20.22 AREA = 25.71 VOL. = 27 VOL. = 24 FILL CUT AREA = 18.05 AREA = 33.07 VOL. = 18 VOL. = 27 FILL CUT AREA = 18.17 AREA = 30.11 VOL. = 17 VOL. = 29 Ex.=840.63Ex.=840.46Ex.=840.34Exist. San. Pipe 830.88 Exist. San. Pipe 830.84 Exist. San. Pipe 830.79 Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 27 835.51 Str. No. 27 835.44 Str. No. 27 835.36 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-16A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 26+20 26+20 830 835 840 845 830 835 840 845 26+55 26+55 830 835 840 845 830 835 840 845 26+70 26+70 830 835 840 845 830 835 840 845 P.G.=840.20839.34 6:14:14:1 4:1P.G.=840.15839.29 6:14:14:1 4:1P.G.=840.184:1 4:1 FILL CUT AREA = 18.53 AREA = 32.63 VOL. = 14 VOL. = 23 FILL CUT AREA = 17.67 AREA = 25.78 VOL. = 23 VOL. = 38 FILL CUT AREA = 17.31 AREA = 33.54 VOL. = 10 VOL. = 16 Ex.=840.27Ex.=840.16Ex.=840.24Exist. San. Pipe 830.75 Exist. San. Pipe 830.68 Exist. San. Pipe 830.65 Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 27 835.30 Inv. In From Str. No. 30A = 836.35 Inv. Out = 836.10 Str. No. 30Inv. In From Str. No. 29A = 836.35 Inv. In From Str. No. 28 = 836.26 Inv. Out = 836.01 Str. No. 29 15"∅ Pipe @ 0.50%15"∅ Pipe @ 0.50%12"∅ Pipe @ 0.44% Inv. In From Str. No. 30 = 836.01 Inv. In From Str. No. 29 = 835.92 Inv. In From Str. No. 27 = 835.20 Inv. Out = 835.20 Str. No. 31Inv. Out = 836.35 Str. No. 28 Str. No. 31 835.15 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-17A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 27+01 27+01 830 835 840 845 830 835 840 845 27+35 27+35 830 835 840 845 830 835 840 845 27+57 27+57 830 835 840 845 830 835 840 845 P.G.=840.324:1 P.G.=840.544:1 4:1P.G.=840.68-5.6%-1.5%-1.4% FILL CUT AREA = 19.13 AREA = 18.40 VOL. = 21 VOL. = 30 FILL CUT AREA = 29.97 AREA = 8.65 VOL. = 31 VOL. = 17 FILL CUT AREA = 24.80 AREA = 4.14 VOL. = 22 VOL. = 5 Profile Chimney Rock Drive Rt. Drive Right Ex.=840.38Ex.=840.44Ex.=840.65Exist. San. Pipe 830.59 Exist. San. Pipe 830.53 Exist. San. Pipe 830.49 - Building-2.00%+0.50%+1.75%Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 31 835.06 Str. No. 31 834.96 Str. No. 31 834.89 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-18A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 27+75 27+75 830 835 840 845 830 835 840 845 28+11 28+11 830 835 840 845 830 835 840 845 28+25 28+25 835 840 845 835 840 845 P.G.=840.804:1 4:1P.G.=841.034:14:1 P.G.=841.124:14:1 FILL CUT AREA = 21.78 AREA = 6.56 VOL. = 16 VOL. = 4 FILL CUT AREA = 7.98 AREA = 21.84 VOL. = 20 VOL. = 19 FILL CUT AREA = 11.75 AREA = 39.78 VOL. = 5 VOL. = 16 Ex.=840.84Ex.=841.34Ex.=841.56Exist. San. Pipe 830.45 Exist. San. Pipe 836.95 Exist. San. Pipe 836.30 - Building- BuildingEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 31 834.84 Inv. In From Str. No. 37 = 837.05 Inv. In From Str. No. 32 = 836.93 Inv. In From Str. No. 31 = 834.73 Inv. Out = 834.73 Str. No. 38Inv. In From Str. No. 33 = 837.28 Inv. Out = 837.02 Str. No. 32 Inv. Out = 837.15 Str. No. 37 12"∅ Pipe @ 0.50%12"∅ Pipe @ 0.50% Str. No. 38 834.69 Str. No. 33 837.35 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-19A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 28+84 28+84 830 835 840 845 830 835 840 845 29+35 29+35 830 835 840 845 830 835 840 845 29+70 29+70 830 835 840 845 830 835 840 845 4:1P.G.=841.84P.G.=842.0739:1 4:1 FILL CUT AREA = 0.00 AREA = 81.97 VOL. = 13 VOL. = 132 FILL CUT AREA = 5.87 AREA = 44.79 VOL. = 6 VOL. = 121 FILL CUT AREA = 26.10 AREA = 22.45 VOL. = 21 VOL. = 44 Profile Grand Blvd. Lt. Profile Helen Keen Court Rt.Ex.=842.29Ex.=842.36Ex.=842.35Exist. San. Pipe 833.56 Exist. San. Pipe 831.10 Exist. San. Pipe 829.71 PVI STA: 0+33.50 PVI ELEV: 842.07 VCL: 20.00 -2.00%-0.50% PVI STA: 0+67.15 PVI ELEV: 841.23 VCL: 20.00 Ex. R/WEx. R/WPVI STA: 0+18.00 PVI ELEV: 841.48 VCL: 0'Sta:0+77.15Elev:840.97Str. No. 38 834.51 Str. No. 34 837.91 Str. No. 38 834.36 Str. No. 38 834.25 -2.0%+1.9%+0.4% -2.6% 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-20A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 29+88 29+88 830 835 840 845 830 835 840 845 30+25 30+25 830 835 840 845 830 835 840 845 30+55 30+55 830 835 840 845 830 835 840 845 P.G.=842.18-6.3%-1.5%-4.0% 15:1 P.G.=842.424:1 9:1 P.G.=842.62-8.2%-1.5%-8.7% 12:1 FILL CUT AREA = 18.57 AREA = 26.27 VOL. = 15 VOL. = 17 FILL CUT AREA = 32.93 AREA = 15.38 VOL. = 35 VOL. = 28 FILL CUT AREA = 21.22 AREA = 19.82 VOL. = 30 VOL. = 20 Drive Right Drive Right Ex.=842.37Ex.=842.42Ex.=842.53Exist. San. Pipe 829.68 Exist. San. Pipe 829.62 Exist. San. Pipe 829.57 - BuildingEx. R/WEx. R/WEx. R/WInv. In From Str. No. 38 = 834.20 Inv. In From Str. No. 40 = 837.70 Inv. In From Str. No. 39 = 838.19 Inv. Out = 834.20 Str. No. 41 Inv. Out = 838.29 Str. No. 39 12"∅ Pipe @ 0.50% Str. No. 41 834.09 Str. No. 41 834.00 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-21A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 30+80 30+80 830 835 840 845 830 835 840 845 31+00 31+00 830 835 840 845 830 835 840 845 31+25 31+25 825 830 835 840 845 825 830 835 840 845 P.G.=842.7817:1 P.G.=842.9126:1 4:1P.G.=843.0797:1 4:1 FILL CUT AREA = 27.18 AREA = 11.57 VOL. = 22 VOL. = 15 FILL CUT AREA = 24.29 AREA = 12.91 VOL. = 19 VOL. = 9 FILL CUT AREA = 23.93 AREA = 14.65 VOL. = 22 VOL. = 13 Ex.=842.69Ex.=842.84Ex.=843.03Exist. San. Pipe 829.53 Exist. San. Pipe 829.50 - Building- BuildingEx. R/WEx. R/WEx. R/WStr. No. 41 833.93 Str. No. 41 833.87 Str. No. 41 833.79 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-22A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 31+53 31+53 825 830 835 840 845 825 830 835 840 845 32+07 32+07 825 830 835 840 845 825 830 835 840 845 P.G.=843.25-7.6%-1.5%-8.0%P.G.=843.18FILL CUT AREA = 6.36 AREA = 15.46 VOL. = 16 VOL. = 16 FILL CUT AREA = 0.00 AREA = 29.80 VOL. = 6 VOL. = 45 Profile South School Entrance Lt. Drive RightEx.=843.22Ex.=843.32- BuildingPVI STA: 0+34.00 PVI ELEV: 843.13 VCL: 20.00 PVI STA: 0+72.00 PVI ELEV: 842.77 VCL: 20.00 Ex. R/WStr. No. 41 833.71 Str. No. 41 833.55 -2.0%+0.9%-0.3% 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-23A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 32+17 32+17 825 830 835 840 845 825 830 835 840 845 32+55 32+55 825 830 835 840 845 825 830 835 840 845 P.G.=843.09P.G.=842.574:1 4:1 FILL CUT AREA = 0.93 AREA = 25.02 VOL. = 0 VOL. = 10 FILL CUT AREA = 7.56 AREA = 30.27 VOL. = 6 VOL. = 39 Profile College Way Rt.Ex.=843.29Ex.=842.58Exist. San. Pipe 830.78 Exist. San. Pipe 829.09 -3.71%-1.50%-2.00%-2.75%Ex. R/WStr. No. 41 833.52 Str. No. 41 833.40 15:1 PVI STA: 0+18.00 PVI ELEV: 842.74 VCL: 0' PVI STA: 0+32.07 PVI ELEV: 842.35 VCL: 0' PVI STA: 0+37.08 PVI ELEV: 842.28 VCL: 0' 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-24A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 32+75 32+75 825 830 835 840 845 825 830 835 840 845 33+00 33+00 825 830 835 840 845 825 830 835 840 845 P.G.=842.16840.73 4:1 7:1 4:1P.G.=841.52840.09 4:1 7:1 4:1 FILL CUT AREA = 6.07 AREA = 26.94 VOL. = 5 VOL. = 21 FILL CUT AREA = 5.92 AREA = 25.65 VOL. = 6 VOL. = 24 Ex.=842.19Ex.=841.59Exist. San. Pipe 831.20 Exist. San. Pipe 829.12 Exist. San. Pipe 831.73 Exist. San. Pipe 829.16 - Building- BuildingEx. R/WEx. R/WStr. No. 41 833.34 Str. No. 41 833.27 37:1 66:1 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-25A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 33+20 33+20 825 830 835 840 845 825 830 835 840 845 33+50 33+50 825 830 835 840 845 825 830 835 840 845 33+91 33+91 825 830 835 840 825 830 835 840 P.G.=840.94839.52 4:1 6:1 4:1P.G.=840.14838.71 4:1 8:1 4:1P.G.=839.20837.78 4:1 16:1 4:1 FILL CUT AREA = 10.19 AREA = 18.03 VOL. = 6 VOL. = 16 FILL CUT AREA = 23.06 AREA = 16.48 VOL. = 19 VOL. = 19 FILL CUT AREA = 38.78 AREA = 12.10 VOL. = 47 VOL. = 22 Ex.=840.93Ex.=840.01Ex.=838.88Exist. San. Pipe 829.20 Exist. San. Pipe 829.25 Exist. San. Pipe 829.31 - Building- BuildingEx. R/WEx. R/WEx. R/WInv. In From Str. No. 42 = 836.96 Inv. In From Str. No. 44 = 836.95 Inv. In From Str. No. 41 = 833.21 Inv. Out = 833.21 Str. No. 45 Inv. Out = 837.05 Str. No. 42 Inv. Out = 837.05 Str. No. 44 12"∅ Pipe @ 0.50%12"∅ Pipe @ 0.50% Str. No. 45 833.12 Str. No. 45 833.00 Inv. Out = 835.02 Str. No. 47B 32:1 18:1 11:1 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-26A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 34+03 34+03 825 830 835 840 845 825 830 835 840 845 34+22 34+22 825 830 835 840 825 830 835 840 34+45 34+45 825 830 835 840 825 830 835 840 P.G.=838.964:1 -2.0%-4.4%-1.6% -2.0%-5.6%P.G.=838.604:1P.G.=838.23-5.2%-1.5%-3.8% FILL CUT AREA = 36.71 AREA = 6.50 VOL. = 17 VOL. = 4 FILL CUT AREA = 53.61 AREA = 10.75 VOL. = 32 VOL. = 6 FILL CUT AREA = 38.09 AREA = 11.98 VOL. = 39 VOL. = 10 Drive Right Ex.=838.53Ex.=838.19Ex.=837.85Exist. San. Pipe 829.33 Exist. San. Pipe 829.36 Exist. San. Pipe 829.40 - Building- BuildingEx. R/WEx. R/WEx. R/WTemp. R/WStr. No. 47B 834.95Str. No. 45 832.96 Str. No. 45 832.90 Str. No. 45 832.84 Str. No. 47A 834.47 10:18:1 6:1 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-27A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 34+57 34+57 825 830 835 840 825 830 835 840 34+86 34+86 825 830 835 840 825 830 835 840 35+25 35+25 830 835 840 830 835 840 4:1P.G.=837.70-1.3%-1.5%-7.4%P.G.=837.374:1 4:1 FILL CUT AREA = 47.94 AREA = 13.46 VOL. = 19 VOL. = 6 FILL CUT AREA = 32.18 AREA = 11.41 VOL. = 44 VOL. = 14 FILL CUT AREA = 20.86 AREA = 15.61 VOL. = 38 VOL. = 19 Drive Right Ex.=837.67Ex.=837.44Ex.=837.24Exist. San. Pipe 829.43 Exist. San. Pipe 829.47 Exist. San. Pipe 829.53 - Building- BuildingEx. R/WEx. R/WEx. R/WTemp. R/WInv. In From Str. No. 46 = 833.88 Inv. In From Str. No. 47 = 834.04 Inv. In From Str. No. 45 = 832.80 Inv. Out = 832.80 Str. No. 48 Inv. In From Str. No. 47A = 834.39 Inv. Out = 834.14 Str. No. 47 Inv. Out = 834.00 Str. No. 46 12"∅ Pipe @ 0.50%12"∅ Pipe @ 0.50% Str. No. 48 832.71 Str. No. 48 832.60 10:17:1 7:1 7:1 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-28A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 35+50 35+50 830 835 840 830 835 840 35+82 35+82 830 835 840 830 835 840 36+23 36+23 830 835 840 830 835 840 36+35 36+35 830 835 840 830 835 840 P.G.=837.244:1 4:1P.G.=837.134:1 4:1P.G.=837.00-8.4%-1.5%-3.8% 24:1 5:1 5:1 FILL CUT AREA = 14.29 AREA = 10.00 VOL. = 16 VOL. = 12 FILL CUT AREA = 12.86 AREA = 8.79 VOL. = 16 VOL. = 11 FILL CUT AREA = 23.64 AREA = 15.31 VOL. = 28 VOL. = 18 FILL CUT AREA = 40.42 AREA = 14.95 VOL. = 14 VOL. = 7 Profile Middle School Entrance Lt. Drive Right Ex.=837.16Ex.=837.09Ex.=837.00Ex.=836.97Exist. San. Pipe 829.58 Exist. San. Pipe 829.63 Exist. San. Pipe 829.70 - BuildingEx. R/WEx. R/WEx. R/WEx. R/WPVI STA: 0+30.00 PVI ELEV: 837.33 VCL: 0' PVI STA: 0+82.00 PVI ELEV: 836.77 VCL: 0'Temp. R/WTemp. R/WStr. No. 48 832.52 Str. No. 49 833.04 Str. No. 48 832.43 Str. No. 49 832.88 Str. No. 48 832.31 Str. No. 49 832.68 Str. No. 52 833.06 Inv. In From Str. No. 48 = 832.27 Inv. In From Str. No. 53 = 832.59 Inv. In From Str. No. 50 = 832.52 Inv. Out = 832.27 Str. No. 54 Inv. In From Str. No. 52 = 832.95 Inv. Out = 832.70 Str. No. 53 Inv. In From Str. No. 49 = 832.62 Inv. Out = 832.62 Str. No. 50 12"∅ Pipe @ 0.50%12"∅ Pipe @ 0.50% 37:1 -2.0%+1.1% 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-29A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 36+75 36+75 830 835 840 830 835 840 37+10 37+10 830 835 840 830 835 840 37+35 37+35 830 835 840 830 835 840 37+50 37+50 830 835 840 830 835 840 P.G.=836.834:1 21:1 4:1P.G.=836.71-7.7%-1.5%-5.4% 19:1 P.G.=836.6322:1 4:1P.G.=836.5820:1 4:1 FILL CUT AREA = 35.05 AREA = 13.75 VOL. = 56 VOL. = 21 FILL CUT AREA = 42.10 AREA = 14.12 VOL. = 50 VOL. = 18 FILL CUT AREA = 28.22 AREA = 14.45 VOL. = 33 VOL. = 13 FILL CUT AREA = 21.55 AREA = 21.79 VOL. = 14 VOL. = 10 Drive Right Ex.=836.84Ex.=836.71Ex.=836.62Ex.=836.58Exist. San. Pipe 829.77 Exist. San. Pipe 829.81 Exist. San. Pipe 829.84 Exist. San. Pipe 829.86 - Building- BuildingEx. R/WEx. R/WEx. R/WEx. R/WTemp. R/WStr. No. 54 832.15 Str. No. 54 832.04 Str. No. 56A 833.20 Str. No. 54 831.97 Str. No. 54 831.92 3:1 2:1 3:1 2:1 833.09833.04 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-30A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 37+70 37+70 830 835 840 830 835 840 37+91 37+91 830 835 840 845 830 835 840 845 38+30 38+30 830 835 840 845 830 835 840 845 P.G.=836.5115:1 3:1P.G.=836.444:1 4:1 P.G.=836.314:1 4:1 FILL CUT AREA = 17.21 AREA = 16.13 VOL. = 14 VOL. = 14 FILL CUT AREA = 32.07 AREA = 8.82 VOL. = 19 VOL. = 9 FILL CUT AREA = 21.48 AREA = 15.22 VOL. = 39 VOL. = 18 Ex.=836.52Ex.=836.46Ex.=836.37Exist. San. Pipe 829.89 Exist. San. Pipe 829.91 Exist. San. Pipe 829.96 Ex. R/WEx. R/WEx. R/W-8.2% Str. No. 54 831.86 Str. No. 56 831.97 Str. No. 58 831.68 Inv. In From Str. No. 55 = 832.46 Inv. In From Str. No. 57 = 831.80 Inv. In From Str. No. 54 = 831.80 Inv. Out = 831.80 Str. No. 58 12"∅ Pipe @ 0.52%12"∅ Pipe @ 0.50% Inv. In From Str. No. 56 = 831.90 Inv. Out = 831.90 Str. No. 57Inv. Out = 832.56 Str. No. 55 6:1 9:1 111:1 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-31A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 38+64 38+64 830 835 840 845 830 835 840 845 38+69 38+69 830 835 840 845 830 835 840 845 P.G.=836.20P.G.=836.18FILL CUT AREA = 1.62 AREA = 6.73 VOL. = 14 VOL. = 14 FILL CUT AREA = 0.72 AREA = 9.30 VOL. = 0 VOL. = 2 Profile Emerson Road Rt. Profile North School Entrance Lt.Ex.=836.22Ex.=836.21Exist. San. Pipe 830.01 Exist. San. Pipe 830.01 -2.00% -1.90%-2.00%-1.50% PVI STA: 0+53.40 PVI ELEV: 836.27 VCL: 0' PVI STA: 0+63.40 PVI ELEV: 836.12 VCL: 0' PVI STA: 0+77.00 PVI ELEV: 835.72 VCL: 0' Str. No. 58 831.58 Str. No. 58 831.56 -2.0%+2.9%+1.5%+3.0% 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-32A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 39+30 39+30 825 830 835 840 845 825 830 835 840 845 39+50 39+50 825 830 835 840 845 825 830 835 840 845 P.G.=836.044:1 P.G.=836.054:1 FILL CUT AREA = 29.49 AREA = 84.18 VOL. = 34 VOL. = 105 FILL CUT AREA = 46.24 AREA = 160.47 VOL. = 28 VOL. = 91 Ex.=835.98Ex.=835.98Ex. R/WEx. R/WInv. In From Str. No. 60 = 831.80 Inv. In From Str. No. 58 = 831.38 Inv. Out = 831.38 Str. No. 61 12"∅ Pipe @ 0.50%27"∅ Pipe @ 0.31% Inv. In From Str. No. 60A = 831.95 Inv. Out = 831.95 Str. No. 60 Inv. In From Str. No. 61 = 831.32 Inv. In From Str. No. 62A = 831.95 Inv. Out = 831.32 Str. No. 62 Str. No. SS-1 8" San. Pipe @ 0.48% Str. No. SS-2 Proposed San Pipe From Str. No. SS-4 Proposed San Pipe From Str. No. SS-2 Proposed San Pipe From Str. No. SS-4 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-33A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 39+84 39+84 825 830 835 840 845 825 830 835 840 845 40+12 40+12 825 830 835 840 845 825 830 835 840 845 40+35 40+35 830 835 840 845 830 835 840 845 P.G.=836.32835.13 5:1 6:1P.G.=836.50834.57 4:1 4:1 6:1 4:1 FILL CUT AREA = 185.19 AREA = 166.35 VOL. = 146 VOL. = 206 FILL CUT AREA = 220.48 AREA = 9.05 VOL. = 211 VOL. = 91 FILL CUT AREA = 70.95 AREA = 7.21 VOL. = 124 VOL. = 7 Ex.=836.06Ex.=836.06Ex.=836.10STR. NO. 63 16' x 6' x 103' R.C. BOX CULVERT RANGE PROFILE OVER STRUCUREEx. R/WEx. R/WEx. R/WPr. R/WPr. R/WPr. R/WStr. No. 68 831.48 Str. No. 67 831.76 Flowine Str. No. 64 831.50 Proposed San Pipe From Str. No. SS-4 Proposed San Pipe From Str. No. SS-4 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-34A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 40+50 40+50 830 835 840 845 830 835 840 845 40+75 40+75 830 835 840 845 830 835 840 845 41+00 41+00 830 835 840 845 830 835 840 845 P.G.=836.65834.37 4:1 4:1 12:1 4:1P.G.=836.93834.66 4:1 4:1 5:1 4:1P.G.=837.27835.00 4:1 4:1 4:1 4:1 FILL CUT AREA = 53.92 AREA = 10.14 VOL. = 35 VOL. = 5 FILL CUT AREA = 43.11 AREA = 13.66 VOL. = 45 VOL. = 11 FILL CUT AREA = 36.48 AREA = 18.38 VOL. = 37 VOL. = 15 Ex.=836.25Ex.=836.50Ex.=836.90Exist. San. Pipe 830.66 Exist. San. Pipe 830.30 Exist. San. Pipe 830.36 Exist. San. Pipe 830.42 Ex. R/WEx. R/WEx. R/WStr. No. 68 831.52Inv. Out = 831.89 Str. No. 67 Str. No. 68 831.60 Str. No. 68 831.67 Inv. Out = 831.58 Str. No. 64 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-35A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 41+25 41+25 830 835 840 845 830 835 840 845 41+50 41+50 830 835 840 845 830 835 840 845 41+75 41+75 830 835 840 845 830 835 840 845 P.G.=837.66835.39 4:1 4:1 4:1 4:1P.G.=838.11835.84 4:1 4:1 3:1 4:1P.G.=838.62836.34 4:1 4:1 3:1 4:1 FILL CUT AREA = 36.37 AREA = 21.03 VOL. = 34 VOL. = 18 FILL CUT AREA = 30.96 AREA = 28.38 VOL. = 31 VOL. = 23 FILL CUT AREA = 28.24 AREA = 35.37 VOL. = 27 VOL. = 30 Ex.=837.30Ex.=837.88Ex.=838.46- BuildingEx. R/WEx. R/WEx. R/WStr. No. 68 831.75 Str. No. 68 831.82 Str. No. 68 831.90 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-36A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 42+00 42+00 830 835 840 845 830 835 840 845 42+25 42+25 830 835 840 845 830 835 840 845 42+50 42+50 830 835 840 845 830 835 840 845 P.G.=839.18836.90 4:1 4:1 3:1 4:1P.G.=839.79837.51 4:1 4:1 3:1 4:1P.G.=840.46838.18 4:1 4:1 3:1 4:1 FILL CUT AREA = 25.29 AREA = 36.22 VOL. = 25 VOL. = 33 FILL CUT AREA = 24.37 AREA = 34.00 VOL. = 23 VOL. = 33 FILL CUT AREA = 24.38 AREA = 30.69 VOL. = 23 VOL. = 30 Ex.=839.12Ex.=839.80Ex.=840.45- Building- BuildingEx. R/WEx. R/WEx. R/WPr. R/WPr. R/WPr. R/WInv. In From Str. No. 70 = 835.20 Inv. In From Str. No. 69 = 834.94 Inv. In From Str. No. 71 = 836.16 Inv. Out = 831.97 Str. No. 68 Inv. Out = 835.29 Str. No. 70 Inv. Out = 835.09 Str. No. 69 12"∅ Pipe @ 0.50%12"∅ Pipe @ 0.50% Str. No. 71 836.68 Str. No. 71 837.19 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-37A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 42+75 42+75 830 835 840 845 830 835 840 845 43+25 43+25 830 835 840 845 850 855 830 835 840 845 850 855 P.G.=841.144:1 4:1P.G.=842.514:1 FILL CUT AREA = 18.68 AREA = 21.05 VOL. = 20 VOL. = 24 FILL CUT AREA = 10.28 AREA = 23.01 VOL. = 27 VOL. = 41 Profile Druid Hill Drive Rt.Ex.=841.09Ex.=842.33- Building-2.00%-3.52%-1.50%-3.33%Ex. R/WEx. R/WPr. R/WPVI STA: 0+18.00 PVI ELEV: 842.15 VCL: 0' PVI STA: 0+31.85 PVI ELEV: 841.66 VCL: 0' PVI STA: 0+37.16 PVI ELEV: 841.58 VCL: 0' PVI STA: 0+57.84 PVI ELEV: 840.89 VCL: 0'Temp. R/WStr. No. 71 837.70 Str. No. 71 838.73 10:1 11:1 4:1 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-38A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 43+75 43+75 830 835 840 845 850 855 830 835 840 845 850 855 43+90 43+90 830 835 840 845 850 855 830 835 840 845 850 855 P.G.=843.874:1 4:1P.G.=844.284:1 4:1 FILL CUT AREA = 20.77 AREA = 18.64 VOL. = 29 VOL. = 38 FILL CUT AREA = 19.38 AREA = 22.94 VOL. = 11 VOL. = 12 Ex.=843.68Ex.=844.09Exist. San. Pipe 833.94 Exist. San. Pipe 834.00 - Building- BuildingEx. R/WEx. R/WStr. No. 71 839.75 12"∅ Pipe @ 0.50%12"∅ Pipe @ 0.50% Inv. In From Str. No. 72 = 840.30 Inv. In From Str. No. 73 = 840.30 Inv. In From Str. No. 75 = 840.79 Inv. Out = 840.06 Str. No. 71 Inv. Out = 840.40 Str. No. 72 Inv. Out = 840.40 Str. No. 73 5:1 9:1 8:1 5:1 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-39A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 44+25 44+25 830 835 840 845 850 855 830 835 840 845 850 855 44+50 44+50 830 835 840 845 850 855 830 835 840 845 850 855 P.G.=845.244:1 4:1 P.G.=845.924:1 4:1 FILL CUT AREA = 25.36 AREA = 17.03 VOL. = 29 VOL. = 26 FILL CUT AREA = 12.36 AREA = 20.69 VOL. = 17 VOL. = 17 Ex.=845.04Ex.=846.02Exist. San. Pipe 834.34 Exist. San. Pipe 834.63Exist. San. Pipe 834.48 Exist. San. Pipe 834.28- Building- BuildingEx. R/WEx. R/WStr. No. 75 841.57 Str. No. 75 842.13 6:1 8:1 9:1 8:1 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-40A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 44+88 44+88 835 840 845 850 855 835 840 845 850 855 45+41 45+41 835 840 845 850 855 835 840 845 850 855 P.G.=846.95P.G.=848.414:1 FILL CUT AREA = 10.50 AREA = 29.48 VOL. = 16 VOL. = 35 FILL CUT AREA = 26.36 AREA = 25.75 VOL. = 36 VOL. = 55 Profile Guilford Trail Drive Lt.Ex.=847.26Ex.=848.64Exist. San. Pipe 835.06 Ex. R/WEx. R/WTemp. R/WStr. No. 75 842.98 12"∅ Pipe @ 0.50% Inv. In From Str. No. 76 = 844.44 Inv. In From Str. No. 77 = 845.18 Inv. Out = 844.18 Str. No. 75Inv. Out = 844.53 Str. No. 76 14:1 14:1 -2.0%+2.6%+1.5% PVI STA: 0+50.04 PVI ELEV: 847.17 VCL: 0' PVI STA: 0+73.31 PVI ELEV: 846.82 VCL: 0' PVI STA: 0+82.02 PVI ELEV: 846.59 VCL: 0' 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-41A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 45+94 45+94 835 840 845 850 855 835 840 845 850 855 46+15 46+15 835 840 845 850 855 835 840 845 850 855 P.G.=849.574:1 P.G.=849.85+1.1%+0.7%4:1 FILL CUT AREA = 0.50 AREA = 42.63 VOL. = 26 VOL. = 67 FILL CUT AREA = 2.85 AREA = 41.70 VOL. = 1 VOL. = 32 Profile Wilson Terrace Court Rt.Ex.=850.03Ex.=850.36Exist. San. Pipe 836.13 Exist. San. Pipe 836.31 Ex. R/WEx. R/WEx. R/W-2.00%-1.50% -6.10% Str. No. 77 845.45 Str. No. 77 845.55 DRIVE LT. 7:1 PVI STA: 0+31.97 PVI ELEV: 848.93 VCL: 0' PVI STA: 0+40.70 PVI ELEV: 848.80 VCL: 0' 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-42A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 46+50 46+50 835 840 845 850 855 835 840 845 850 855 46+65 46+65 835 840 845 850 855 835 840 845 850 855 46:1 +5.9%+1.2% 90:1 4:1 FILL CUT AREA = 2.85 AREA = 69.82 VOL. = 4 VOL. = 72 FILL CUT AREA = 3.04 AREA = 57.96 VOL. = 2 VOL. = 34 Drive RightEx.=850.74Ex.=850.79Exist. San. Pipe 836.56 Exist. San. Pipe 836.78 - Building- BuildingEx. R/WEx. R/WEx. R/WEx. R/WTemp. R/WTemp. R/WTemp. R/WTemp. R/WStr. No. 77 845.72 12"∅ Pipe @ 0.50% Inv. Out = 846.19 Str. No. 78 Inv. In From Str. No. 78 = 846.05 Inv. Out = 845.80 Str. No. 77 +8.4% 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-43A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 47+00 47+00 835 840 845 850 855 835 840 845 850 855 47+35 47+35 835 840 845 850 855 835 840 845 850 855 P.G.=850.23103:1 4:1Ex.=850.81Ex.=850.70Exist. San. Pipe 837.04 Exist. San. Pipe 837.28 - Building- Building- BuildingEx. R/WEx. R/WEx. R/WEx. R/WPr. R/WTemp. R/WTemp. R/WTemp. R/WTemp. R/WEARTHWORK IN ROUND-A-BOUT FROM STA. 46+65 "B" AND INCLUDING ALL OF LINE "S-1-B" IS CALCULATED BY SURFACE TO SURFACE COMPARISON (SEE TABLE ON PLAN AND PROFILE, SHEET No. 13) -7.7%+8.3%4:1+1.5% 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-44A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 47+55 47+55 835 840 845 850 855 835 840 845 850 855 48+85 48+85 840 845 850 855 840 845 850 855 49+04 49+04 840 845 850 855 840 845 850 855 43:1 4:1Ex.=850.63Ex.=850.19Ex.=850.16Exist. San. Pipe 837.42- BuildingEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WPr. R/WPr. R/WPr. R/WPr. R/WTemp. R/WTemp. R/WInv. Out = 845.40 Str. No. 82 5:1 6:1 -1.9%+8.3%+1.5%+0.9% SEE RETAINING WALL DETAILS FOR ADDITIONAL INFORMATION SEE RETAINING WALL DETAILS FOR ADDITIONAL INFORMATION 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-45A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 49+40 49+40 840 845 850 855 840 845 850 855 49+75 49+75 840 845 850 855 840 845 850 855 50+18 50+18 845 850 855 845 850 855 19:1 4:17:1 4:1 Drive Right Drive Left Ex.=850.22Ex.=850.35Ex.=850.43Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WPr. R/W+4.3%+1.1% -4.6%Temp. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-46A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 50+32 50+32 845 850 855 845 850 855 50+48 50+48 845 850 855 845 850 855 50+75 50+75 845 850 855 845 850 855 51+00 51+00 845 850 855 845 850 855 4:1Ex.=850.45Ex.=850.58Ex.=850.80Ex.=850.95END PROJECT STA. 50+39.01 "B" END INCIDENTALN CONSTRUCTION STA. 50+63.54 Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "B" 1"=5' 1"=5' XS-47A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 51+25 51+25 845 850 855 845 850 855 51+50 51+50 845 850 855 845 850 855 51+75 51+75 845 850 855 845 850 855 52+00 52+00 845 850 855 845 850 855 Ex.=850.97Ex.=850.99Ex.=851.03Ex.=851.15Ex. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "S-1-B" 1"=5' 1"=5' XS-48A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 6+00 6+00 840 845 850 840 845 850 6+25 6+25 840 845 850 840 845 850 6+50 6+50 840 845 850 840 845 850 Ex.=845.82Ex.=845.92Ex.=846.05Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "S-1-B" 1"=5' 1"=5' XS-49A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 6+75 6+75 835 840 845 850 835 840 845 850 6+83 6+83 835 840 845 850 835 840 845 850 7+25 7+25 835 840 845 850 835 840 845 850 P.G.=846.59Ex.=846.22Ex.=846.27Ex.=846.60BEGIN INCIDENTAL CONSTRUCTIION STA. 6+83.34 "S-1-B" Exist. San. Pipe 838.15 Exist. San. Pipe 838.12 Exist. San. Pipe 837.97 Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "S-1-B" 1"=5' 1"=5' XS-50A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 7+50 7+50 835 840 845 850 835 840 845 850 7+78 7+78 835 840 845 850 835 840 845 850 8+02 8+02 835 840 845 850 835 840 845 850 P.G.=846.83P.G.=847.15P.G.=847.46Ex.=846.80Ex.=847.17Ex.=847.48Exist. San. Pipe 837.88 Exist. San. Pipe 837.78 Exist. San. Pipe 837.69 Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "S-1-B" 1"=5' 1"=5' XS-51A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 8+25 8+25 835 840 845 850 835 840 845 850 8+50 8+50 835 840 845 850 835 840 845 850 8+75 8+75 835 840 845 850 835 840 845 850 P.G.=847.794:1 P.G.=848.148:14:1 P.G.=848.499:14:1 Ex.=847.83Ex.=848.13Ex.=848.41BEGIN PROJECT STA. 8+20.75 "S-1-B" Exist. San. Pipe 837.61 Exist. San. Pipe 837.52 Exist. San. Pipe 837.53 Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W5:1 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "S-1-B" 1"=5' 1"=5' XS-52A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 9+16 9+16 840 845 850 840 845 850 9+37 9+37 835 840 845 850 835 840 845 850 10+65 10+65 840 845 850 855 840 845 850 855 Ex.=849.03Ex.=849.32Ex.=850.75Exist. San. Pipe 837.57 Temp. R/WTemp. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 80 844.97 Str. No. 82 845.12 +8.3%-2.0% 4:1 SEE RETAINING WALL DETAILS FOR ADDITIONAL INFORMATION 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "S-1-B" 1"=5' 1"=5' XS-53A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 10+82 10+82 840 845 850 855 840 845 850 855 11+08 11+08 840 845 850 855 840 845 850 855 11+25 11+25 840 845 850 840 845 850 4:14:1 P.G.=847.134:14:1 Ex.=850.11Ex.=848.69Ex.=847.76DRIVE LT.Temp. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 83 841.12 Str. No. 83 841.01 Str. No. 83 840.94 +8.2%+1.5%-8.3%-1.5% 4:1 SEE RETAINING WALL DETAILS FOR ADDITIONAL INFORMATION 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "S-1-B" 1"=5' 1"=5' XS-54A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 11+57 11+57 840 845 850 840 845 850 11+84 11+84 840 845 850 840 845 850 12+00 12+00 840 845 850 840 845 850 12+13 12+13 840 845 850 840 845 850 P.G.=845.834:1P.G.=844.764:1 4:1P.G.=844.134:1 4:1P.G.=843.614:1 Ex.=845.99Ex.=844.78Ex.=844.12Ex.=843.59END PROJECT STA. 12+19.06 "S-1-B" END INCIDENTAL CONSTRUCTION STA. 12+29.06 "S-1-B"Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 83 840.78 Str. No. 83 840.64 Str. No. 83 840.56 Str. No. 84 840.22 +10.6%+1.5%+3.8% 6:1 6:1 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "S-1-B" 1"=5' 1"=5' XS-55A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 12+29 12+29 840 845 850 840 845 850 12+50 12+50 840 845 840 845 Ex.=842.95Ex.=842.11Ex. R/WEx. R/WEx. R/WEx. R/W 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "C" 1"=5' 1"=5' XS-56A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 -0+00 -0+00 845 850 855 845 850 855 P.G.=849.35P.G.=849.210+50 0+50 835 840 845 850 855 835 840 845 850 855 P.G.=850.501+00 1+00 840 845 850 855 840 845 850 855 P.G.=849.884:1 Ex. El. 849.74Ex. El. 850.10Ex. El. 850.87 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 65 5560 50 45 40 35 30 25 20 1015 5 0 6555605045403530252010155 70 7570 75 75 DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CROSS SECTIONS.dwgDATE/USER: 4/2/2018 6:50 PM / AwolfRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALEINDIANA DEPARTMENT OF TRANSPORTATION______VERTICAL SCALE CROSS SECTIONS LINE "C" 1"=5' 1"=5' XS-57A.J.W. M.A.B.J.J.V. A.P. R-36906 1383180 1383180 XS-57 1+50 1+50 845 850 855 845 850 855 P.G.=849.412+00 2+00 845 850 855 845 850 855 P.G.=850.03P.G.=849.802+50 2+50 845 850 855 845 850 855 P.G.=849.142+64 2+64 845 850 855 845 850 855 P.G.=849.35P.G.=849.21Ex. El. 850.63Ex. El. 850.14Ex. El. 849.64Ex. El. 849.74SEE RETAINING WALL DETAILS FOR ADDITIONAL INFORMATION