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Station profile elevation existing ground0+000 13.00 14.30+050
13.00 14.410+100 13.00 13.450+150 13.00 150+200 13.00 150+250 13.00
14.610+300 13.00 150+350 13.00 150+400 13.00 150+450 13.00 150+500
13.00 13.750+550 13.00 11.670+600 13.00 100+650 13.00 100+700 13.00
100+750 13.00 10.30+800 13.00 10.830+850 13.00 100+900 13.00
100+950 13.00 101+000 13.00 101+050 13.00 13.571+100 13.00
16.21+150 13.00 18.041+200 15.00 19.231+250 17.00 21.111+300 19.00
19.571+350 19.00 18.251+400 19.00 18.81+450 19.00 17.51+500 19.00
18.811+550 19.00 21.221+600 19.00 20 40
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1+650 19.00 18.71+700 19.00 17.51+750 19.00 15.481+800 19.00
151+850 19.00 151+900 19.00 151+950 19.00 152+000 19.00 162+050
19.00 202+100 19.00 23.572+150 19.00 23.332+200 19.00 16.382+250
19.00 17.072+300 19.00 16.052+350 19.00 20.592+400 19.00 21.822+450
19.00 20.562+500 19.00 22.712+550 19.00 23.372+600 19.00 22.682+650
19.00 21.962+700 19.00 22.052+750 19.00 21.882+800 19.00 22.52_825
19.00 22
1000 1100 120030
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SR25 Cross Sections
Station 0+000
Profile elev 50 13
Si e slope! "!1 3
#op of propose eart$ s%rface!&t pt on c%t slope '52 22.26 pt
on fill slope '52 2.26&t s$o%l er '22 12.26&t e (e pvt '12
12.76
&t.)ot.roc* '12 11.26Ctr.)ot.roc* 0 11.5Rt )ot roc* 12
11.26Rt e (e pvt 12 12.76Rt s$o%l er 22 12.26Rt pt on fill slope 52
2.26 pt on fill slope '26 10.92667Rt pt on c%t slope 52 22.26
'240.3867 &t s$o%l er '22 12.26 '318.76
'147.12 &t e (e pvt '12 12.76 '280.72,istin( (ro%n ! '153.12
&t.)ot.roc* '12 11.26 '135.12
'50 14.3 0 Ctr.)ot.roc* 0 11.5 '1380 14.3 138 Rt )ot roc* 12
11.26 0
50 14.3 135.12 Rt e (e pvt 12 12.76 153.12280.72 Rt s$o%l er 22
12.26 147.12404.58 Rt pt on fill slope 33 8.593333 189.0533
0 0 14.3 471.9'153.01 '10.7 50 0
'1300 '26 49.92667 '534.2153
'1035.217 '445.622 -rea 294.7973 c%t
'50 '40 '30 '20 '10 0 10 20 30 40 5010
12
14
16
18
20
proposes%rface
e,istin( (ro%n
'30 '20 '10 0 10 20 30 4005
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Station 10+100Profile elev 0 50
Si e slope! "!1 3
#op of propose eart$ s%rface! Coor inate&t pt on c%t slope
'52 59.26&t s$o%l er '22 49.26 G&t e (e pvt '12 49.76
F&t.)ot.roc* '12 48.26 ECtr.)ot.roc* 0 48.5 DRt )ot roc* 12
48.26 C
Rt e (e pvt 12 49.76 BRt s$o%l er 22 49.26 ARt pt on c%t slope
52 59.26
&t pt on c%t s lope '29 51.59333,istin( (ro%n ! '1135.053
&t s$o%l er '22 49.26 '1428.54
150 48 '591.12 &t e (e pvt '12 49.76 '1094.72100 53 '597.12
&t.)ot.roc* '12 48.26 '579.12
50 57 0 Ctr.)ot.roc* 0 48.5 '5820 57 582 Rt )ot roc* 12 48.26
0
'50 48 579.12 Rt e (e pvt 12 49.76 597.121094.72 Rt s$o%l er 22
49.26 591.122265.96 Rt pt on c%t slope 46 57.26 1259.72
0 ,istin( (ro%n 0 57 2622'1653 '29 51.59333 0
545.5067 1385.58 -rea 420.0367 c%t
'50
4' 40 ' 30 ' 20 ' 10 0 10 20 30 40 50 6040
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