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Ell
<br />1W
<br />DISTAN.6ES;PFROA4: SIDE.'• STAKES +FOR :CR0SS'SECYIONIN6t-_
<br />Roadway ,of any Width. Side Slopes 11/2 to 1.
<br />In the figure below: opposite 7 under ,out or Fiw,
<br />and under .3 read 11.0, the distance out from the
<br />SLOPE STAKE side stake at left. Also, opposite 11,under "Cut or
<br />siaE STAKE
<br />Fill" and under .1 read 16.7, the distance out -from
<br />IR, the side stake at right.
<br />-���ISF
<br />GEMTEk SIDKE
<br />t, aJ .
<br />4
<br />51 9YAItE _,SEOF?EISTAKE. --
<br />16'7 '
<br />_
<br />0 1 .2 .3 .4 .5 1 .6 .1 _ 8-i ....9 _
<br />W
<br />Distance out from Side or Shoulder' Stake,
<br />0
<br />0.0
<br />0.2
<br />.0,3.
<br />0.5
<br />0.6
<br />0.8
<br />. 0.9
<br />1,1
<br />1.2
<br />1.4' 0
<br />1
<br />1.5
<br />1.7
<br />1:8
<br />2.0
<br />2.1
<br />M"
<br />2.4
<br />'2.6
<br />2:7`
<br />_-
<br />2:9 1
<br />2
<br />3.0
<br />3.2
<br />3.3
<br />3.5
<br />3.6 .
<br />� 3.8
<br />3.9
<br />4.1•
<br />4,2'
<br />;'4.4'`, 2
<br />3.
<br />4.5
<br />4.7
<br />4.8
<br />5.0�
<br />- '5:1
<br />5.3
<br />5.4
<br />5.6
<br />5.7
<br />5.9' 3
<br />4
<br />6,0
<br />6.2
<br />6.3
<br />' 6`5
<br />6.6
<br />6.8
<br />'6:9
<br />7.1
<br />7.2
<br />7.4 4
<br />5
<br />•7.5
<br />'7.7�
<br />7.9
<br />9.0
<br />B.1
<br />8.3
<br />8.4.
<br />8.6
<br />8.7
<br />8.9 5.
<br />6
<br />9.0
<br />9.2
<br />9.3
<br />9.5
<br />9.6
<br />9.8.
<br />9.9
<br />10:1
<br />10:2
<br />10.4 6
<br />7
<br />10.5
<br />10.7
<br />10,8,,-11'.0
<br />1
<br />11.1
<br />_K3,k11:4
<br />'11.6
<br />11:7.
<br />•1.1.9 7
<br />1
<br />12.0
<br />12.2
<br />-12.3
<br />12.5
<br />12.6
<br />12.8
<br />12.9
<br />13.1
<br />13.2
<br />114 8'
<br />9
<br />13.5'13.7
<br />13.8
<br />14.0
<br />14,1
<br />14.3
<br />14.4
<br />'14.6
<br />14'.7
<br />14:9- 9
<br />1.0
<br />15.0
<br />15.2
<br />15.3
<br />15.5
<br />15.6
<br />15.8
<br />I5.9
<br />16.1
<br />16.2
<br />16:4- 10
<br />11
<br />16.5
<br />16.7
<br />16.8
<br />17.0
<br />17.1
<br />17.3
<br />17.4
<br />17:6
<br />1T.7
<br />17.9 11
<br />12
<br />18.0
<br />18.2
<br />18.3
<br />18'.5
<br />18.6
<br />18.8 '
<br />18.9
<br />19.1
<br />19:2
<br />19:4 12
<br />13
<br />19.5
<br />19.1
<br />19.8
<br />20.0
<br />20.1
<br />20.3
<br />20.4
<br />MIS
<br />20:7 -
<br />20.9 13
<br />14
<br />21.0
<br />21.2
<br />21.3
<br />21,5
<br />21.6
<br />21.8
<br />21.9
<br />22.1.
<br />22-2.
<br />-22.4 14
<br />15
<br />22.5
<br />22.7'
<br />22.8
<br />.210-.
<br />23.1_1•23.3
<br />;23.4
<br />.23.6
<br />233
<br />23.9 15
<br />1.6
<br />24.0
<br />24,2
<br />24.3
<br />24.5,
<br />24.6
<br />24.8
<br />24.9
<br />25.1
<br />25.2
<br />25.4 16
<br />17
<br />"25.5
<br />25.7
<br />25.8.
<br />26.0
<br />26.1
<br />26.3.
<br />26.4
<br />26.6
<br />26`,7
<br />26.9 17
<br />18,
<br />27.0
<br />27.2
<br />27.3
<br />27.5
<br />27.6
<br />27.8
<br />27.9
<br />.28.1
<br />282
<br />'28.4 18
<br />-19
<br />28.5
<br />28.7
<br />28.8
<br />29.0
<br />29,1
<br />29.3
<br />29.4
<br />29.6
<br />29.7
<br />29.9- 19
<br />20
<br />30.0
<br />30.2
<br />303
<br />30.5
<br />30.6
<br />30.8
<br />30.9
<br />31.1
<br />31.2
<br />31.4 20
<br />21
<br />31.5
<br />313
<br />31.8
<br />32.0
<br />321
<br />32.3'
<br />32.4
<br />32.6
<br />32,7
<br />32.9' 21
<br />22
<br />33.0
<br />33.2
<br />33.3
<br />33.5
<br />33.6
<br />33.8
<br />33.9
<br />34.1
<br />341
<br />34.4 22
<br />23
<br />34.5
<br />34.7
<br />34.8
<br />35.0
<br />35.1
<br />353
<br />35.4
<br />35.6
<br />35.7
<br />35.9 23
<br />24
<br />36.0
<br />36.2
<br />36.3
<br />36.5
<br />36.61
<br />.35.8
<br />36:9
<br />37.1
<br />37.2
<br />37.4 24
<br />25
<br />37.5
<br />37.7
<br />"37:8-
<br />38.0
<br />38.1
<br />38.3
<br />38.4
<br />38.6
<br />383
<br />'38.9 25
<br />26
<br />39.0
<br />39.2
<br />39.3
<br />39.5
<br />39.6
<br />39.8
<br />39.9
<br />40.1
<br />40:2
<br />40.4 26
<br />27
<br />40.5
<br />40.7
<br />40.8
<br />41.0
<br />41.1
<br />41.3
<br />41.4`
<br />41.6
<br />41.7
<br />41.9 27
<br />28
<br />42.0
<br />.42.2
<br />42.3
<br />42.5
<br />42.6
<br />42.8
<br />42.9
<br />43.1
<br />43.2
<br />43.4 28
<br />29
<br />43.5•
<br />43.7
<br />43.8
<br />44.0
<br />44.1
<br />44.3
<br />44.4
<br />44.6
<br />44.7
<br />44.9 29
<br />30
<br />45.0
<br />45.2
<br />45.3
<br />45.5
<br />45.5
<br />45.8
<br />45.9
<br />46.1
<br />46:2
<br />46.4 30
<br />31
<br />46.5
<br />46.7
<br />46,8
<br />47.0
<br />47.1
<br />47:3
<br />47.4
<br />47.6
<br />47,7
<br />47.9 31
<br />32
<br />48.0
<br />48.2
<br />48.3
<br />48.5
<br />48,6
<br />48.8
<br />48.9.49.1
<br />49,2
<br />49.4 32
<br />33
<br />49.5
<br />49.7
<br />49.8
<br />50.0
<br />50.1
<br />50.3
<br />50.4 ='50.6
<br />'50.7
<br />50.9 33
<br />34
<br />51.0
<br />51.2
<br />51.3
<br />51:5
<br />51.6
<br />51.8
<br />5,1.9
<br />521-
<br />52:2
<br />52.4 34
<br />35
<br />52.5
<br />52.7
<br />52.8.
<br />,53.0 •
<br />53:1.:
<br />53.3;:
<br />53.4
<br />53.6
<br />53.7
<br />53.9 35
<br />36
<br />54.0
<br />34,2
<br />54.3
<br />54:5
<br />54:6
<br />54.8
<br />54.9'
<br />55,1
<br />55.2
<br />55.4 36
<br />37
<br />55.5
<br />55.7
<br />55.8
<br />56.0
<br />56.1
<br />56.3
<br />56.4
<br />56.6
<br />56.7
<br />56.9 37
<br />38
<br />51.0
<br />57.2
<br />57.3
<br />57.5
<br />51.6
<br />'57.8..57.9
<br />58.1
<br />58.2
<br />'S$.4 38
<br />39
<br />58.5
<br />58.7
<br />58.8
<br />:59.0
<br />59:1
<br />59.3
<br />59.4
<br />59.6
<br />591
<br />59.9 39
<br />40
<br />60.0
<br />60.2
<br />60.3
<br />60.5
<br />60.6
<br />60.8
<br />60.9
<br />61.1
<br />61.2j61.4
<br />t4O
<br />KEUF.FEL & ESSER CO. : For Curve Tables see -end of boob.
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<br />The. paper in this book is
<br />made of. 50% high,grade rag stock)witfh
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<br />WAT€R RESISTING surface slung;
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<br />rKEUEFEC & ESSER C0.'�i 'v
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