Distances from Side Stakes for Cross-Sectioning 
Slope 1 to 1. roadway of Any Width 
0 
.1 
2 
.3 
.4 
.5 
.6 
.7 
.8 
9 
0 
0 
00 
0. 
10 
0 
20 
0 
30 
0.40 
0.50 
0 
60 
0.70 
0.80 
0.90 
0 
1 
1 
00 
1 . 
10 
1 
20 
1 
30 
1.40 
1.50 
l 
00 
1.70 
1.80 
1.90 
1 
2 
2 
00 
2 
10 
2 
20 
2 
30 
2.40 
2.50 
2 
00 
2.70 
2.80 
2.90 
2 
3 
3 
00 
3 
10 
3 
2ft 
3 
30 
3.40 
3.50 
3 
00 
3.70 
3.80 
3.90 
4 
4 
00 
4 
10 
4 
20 
4 
30 
4.40 
4.50 
4 
00 
4.70 
4,80 
4.90 
6 
5 
00 
5 
10 
5 
20 
5 
30 
5.40 
5.50 
5 
00 
6.70 
5.80 
5.90 
5 
6 
6 
00 
6 
10 
6 
20 
6 
30 
6.40 
6.50 
6 
60 
6.70 
6.80 
6.90 
7 
7 
00 
7 
10 
7 
2ft 
7 
30 
7.40 
7.60 
7 
00 
7.70 
7.80 
7.90 
8 
8 
00 
8 
10 
8 
2ft 
8 
30 
8.40 
8,50 
8 
00 
8.70 
8.80 
8.90 
00 
9 
10 
9 
20 
9 
30 
9.40 
9.50 
9 
60 
9,70 
9.80 
9.90 
10 
10 
00 
10 
10 
10 
20 
10 
30 
10.40 
10.60 
10 
60 
10.70 
10.80 
10.90 
10 
11 
11 
00 
11 
10 
11 
20 
11 
30 
11.40 
11.50 
11 
60 
11.70 
11.80 
12 
12 
00 
12 
10 
12 
20 
12 
30 
12.40 
12.50 
12 
00 
12,70 
12.80 
12.90 
13 
00 
13 
10 
13 
20 
13 
30 
13.40 
13.50 
13 
60 
13.70 
13.80 
13.90 
13 
14 
14 
00 
14 
10 
14 
20 
14 
30 
14.40 
14.60 
14 
60 
14.70 
14.80 
14.90 
14 
16 
16 
00 
15 
10 
15 
20 
15 
30 
15.40 
15.50 
15 
60 
15.70 
15.80 
15.90 
15 
10 
10 
00 
10 
10 
10 
20 
16 
30 
16.40 
16.60 
10 
60 
16.70 
16.80 
00 
17 
10 
17 
20 
17 
30 
17.40 
17.60 
17 
60 
17.70 
17.80 
17.90 
18 
00 
18 
10 
18 
20 
18 
30 
18.40 
18.60 
18 
60 
18.70 
18.80 
18.90 
00 
19 
10 
19 
20 
19 
30 
19 40 
19.50 
19 
60 
19.70 
19.80 
19.90 
00 
20 
10 
20 
20 
2ft 
30 
20.40 
20.50 
20 
60 
20.70 
20.80 
20.90 
21 
00 
21 
10 
21 
20 
21 
30 
21.40 
21.50 
21 
00 
21.70 
21 .80 
21.90 
21 
22 
00 
22 
10 
22 
2ft 
22 
30 
22.40 
22.50 
22 
60 
22.70 
22. SO 
22.90 
23 
00 
23 
10 
23 
20 
23 
30 
23.40 
23.50 
23 
60 
23.70 
23.80 
23.90 
24 
00 
24 
10 
24 
20 
24 
30 
24.40 
24.50 
24 
60 
24.70 
24.80 
00 
25 
10 
25 
20 
25 
30 
25.40 
25.50 
25 
60 
25.70 
25.80 
25.90 
25 
00 
26 
10 
26 
20 
20 
30 
26.40 
26.50 
26 
60 
26.70 
26 SO 
26.90 
00 
27 
10 
27 
20 
27 
30 
27.40 
27.50 
27 
60 
27.70 
-27.80 
27.90 
27 
28 
00 
28 
10 
28 
20 
28 
30 
28.40 
28 50 
28 
60 
28.70 
28.80 
29 
00 
29 
10 
29 
20 
29 
30 
29.40 
29.50 
29 
60 
29.70 
29.80 
29.90 
00 
30 
10 
30 
2ft 
30 
30 
30.40 
30.50 
30 
60 
30.70 
30.80 
30.90 
31 
10 
31 
2ft 
31 
30 
31.40 
31.50 
31 
60 
31.70 
31.80 
31.90 
31 
32 
10 
32 
20 
32 
30 
32.40 
32.60 
32 
60 
32 . 70 
32.80 
32.90 
32 
33 
10 
33 
20 
33 
30 
33.40 
33.50 
33 
60 
33 . 70 
33.80 
33.90 
00 
34 
10 
34 
20 
34 
30 
34 40 
34.50 
34 
60 
34.70 
34.80 
34.90 
34 
35 
10 
35 
20 
35 
30 
35.40 
35.50 
35 
60 
35.70 
35.80 
35.90 
35 
00 
36 
10 
36 
20 
36 
30 
36.40 
36.50 
30 
60 
36.70 
36.80 
36.90 
00 
37 
10 
37 
20 
37 
30 
37.40 
37.50 
37 
60 
37.70 
37.80 
37.90 
38 
10 
38 
20 
38 
30 
38.40 
38.50 
38 
60 
.38.70 
3S.80 
38.90 
39 
10 
39 
20 
39 
30 
39.40 
39 50 
39 
00 
39.70 
39.80 
39.90 
00 
40 
10 
40 
20 
40 
30 
40.40 
40.50 
40 
60 
40.70 
40.80 
40.90 
41 
10 
41 
20 
41 
30 
41.40 
41,50 
41 
60 
41.70 
41.80 
00 
42 
10 
42 
20 
42 
30 
42.40 
42 50 
42 
60 
42.70 
42.80 
42.90 
43 
10 
43 
20 
43 
30 
43 . 40 
43.50 
43 
60 
43.70 
43.80 
00 
44 
10 
44 
20 
44 
30 
44.40 
44.50 
44 
00 
44.70 
44.80 
45 
10 
45 
20 
45 
30 
45.40 
45 50 
45 
60 
45,70 
45.80 
45.90 
45 
40 
10 
46 
20 
46 
30 
46.40 
46,50 
40 
60 
46.70 
46.80 
46.90' 
47 
00 
47 
10 
47 
20 
47 
30 
47.40 
47.50 
47 
60 
47.70 
47.80 
00 
48 
10 
48 
20 
48 
30 
48.40 
48.50 
48 
60 
48.70 
48 SO 
49 
10 
49 
20 
49 
30 
49.40 
49.60 
49 
60 
49.70 
49.80 
49.90 
50 
60 
00 
50 
10 
50 
20 
50 
.30 
50.40 
50.50 
50 
.60 
50.70 
50.80 
50.90 
60 
Distance of slope stake from side or shoulder stake for any width roadway, slope 1 to 1. If 
(-round Is nearly level, the cut or hi! at side stake Is located by the double entry method In left 
column and top row. The number In body of table In same row and column gives distance from 
Bldestake to slope stake. If ground Is not level estimate the dl fTerence In elevation betweea tho 
side stake and slope stake, lower target by this amount If out, elevate If fill. Add thU amount to 
cut or till and find distance In table. Set up rod at thin point, aad line of sight should out target. 
If 11 does not make the slight adjustment necessary, 
