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<br />Mmmmmmmm BERM
<br />-- '-y- -� SEDIMENT V -DITCH
<br />CULVERT
<br />0 50 100 200 300
<br />SCALE 1 "= 100
<br />CONTOUR INTERVAL 2'
<br />•AOPVT CO.
<br />710 BLANCO CO. _._+
<br />CONVEYORS RD P&P
<br />SHEET 8
<br />21 11
<br />CONVEYORSRO P&P
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<br />CURVE DATA
<br />CURVE 1 CURVE 2 CURVE 3
<br />IS =270 00'00 p= 90 00 00 p =90 00 00
<br />R =50,00 R = 77.00 R = 50,00
<br />L = 235,62' L = 120,95 L = 78.54
<br />Lc= 108.89 Lc= 70.71'
<br />T = 77,00' T = 50.00'
<br />4
<br />5
<br />CURVE DATA
<br />CURVE 6 CURVE 7 CU&VE B
<br />p= 65 °40'00' p =133° 58 OOp =34 °15 00'
<br />R = 300.00 R=200.00' R = 300.001
<br />L = 343,83' L= 467,63' L = 179.33 '
<br />Lc= 325.3? Lc= 36816' Lc= 176.67
<br />T = 193.58 T = 470.7 T = 9244'
<br />9
<br />LEGEND 6
<br />�t-
<br />ROCK CUT SLOPES
<br />(NO VEGETATION REQUIRED)
<br />NOTES:
<br />1. FOR GENERAL NOTES AND REFERENCE
<br />DRAWINGS SEE DRAWING EY -4A.
<br />2, FOR DETAILS AND SECTIONS ON THIS
<br />DRAWING SEE DRAWINGS EY- 4J AND EY- 4K.
<br />3.FOR GENERAL LEGEND' SEE DRAWING EY -4A.
<br />4. GRADING AND CULVERT LOCATIONS IN THESE
<br />AREAS SHALL BE SUPPLIED LATER.
<br />5. CONSTRUCT A DITCH ON THE LEFT SIDE
<br />FROM STA 187.80 TO 189 +40,190 +90 TO
<br />193.80 AND 194 +00 TO 195+ 30. FOR DETAILS
<br />SEE DWG 13617.01- EY -4J.
<br />6. CONSTRUCT A BERM ON THE LEFT SIDE
<br />FROM STA 189+50 TO 191 +80 AND 192 +50
<br />TO 193 +00. FOR DETAILS SEE DWG 13617.01 -
<br />EY-4J.
<br />7, CONSTRUCT A DITCH ON THE RIGHT SIDE
<br />FROM STA 203 +00 TO 205 +00. FOR DETAILS
<br />SEE DWG 13617.01- EY -4J,
<br />8, CONSTRUCT A BERM ON THE RIGHT SIDE
<br />FROM STA 198 +00 TO 199 +50 200 +80 TO a
<br />203 +00 AND 206 +80 TO 208 +00 FOR
<br />DETAILS SEE DWG 13617.01- EY -4J.
<br />9, CONSTRUCT A DITCH oN THE LEFT 51e€
<br />FROM STA 192 +45 TO 191 +90 FOR DETAILS
<br />SEE DWG 13617.01- EY -4J.
<br />10. ALL WORK ON THIS DRAWING BY EARTHWORK
<br />CONTRACT NO. G002V EXCEPT AS NOTED
<br />OTHERWI SE.
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