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<br />7800
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<br />u 7700
<br />Ed
<br />7600
<br />DATUM ELEV
<br />7540.00
<br />0,
<br />N
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<br />0
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<br />w
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<br />U
<br />7900
<br />HA L ROAD 4 9.. 6.92'
<br />ASBUILT tttlt -
<br />+_ACE 03'7800
<br />-2. e 7700 T' O w SU
<br />7600
<br />00
<br />2.00 4 +00 6 +00 8.00 10.00 12.00 14.00 16.00 18.00 20 +00 22.00 24.00 26 +00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00
<br />DISTANCE (ft)
<br />^q CROSS- SECTION A -A'
<br />�
<br />:` I
<br />rvl
<br />\ •'•^. I
<br />6S0
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<br />S!�
<br />FREEBOARD
<br />(ET)
<br />LINING
<br />REQUIRED
<br />III (0 +00- 19 +00)
<br />2.9
<br />2H:1V
<br />1 10
<br />0
<br />5.8
<br />0.8
<br />0.3
<br />GRAVEL
<br />I
<br />1.7
<br />2H:1V
<br />3 - 10
<br />y
<br />5.1
<br />0.5
<br />0.3
<br />GRAVEL
<br />(27 +00- 48 +00)
<br />2.8
<br />2H-1V
<br />3 - 10
<br />5.7
<br />0.3
<br />GRAVEL
<br />E 40709
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<br />u E .40 ,00
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<br />ROADSIDE DITCH SCHEDULE
<br />SECTION
<br />F'EAK
<br />DISCHARGE
<br />CFS
<br />SIDE
<br />SLOPE
<br />CHANNEL
<br />SLOPE
<br />M
<br />BOTTOM
<br />WIDTH
<br />(FT)
<br />VELOCIT'I
<br />(FPS)
<br />FLOW
<br />DEPTH
<br />(FT)
<br />FREEBOARD
<br />(ET)
<br />LINING
<br />REQUIRED
<br />III (0 +00- 19 +00)
<br />2.9
<br />2H:1V
<br />1 10
<br />0
<br />5.8
<br />0.8
<br />0.3
<br />GRAVEL
<br />11.' (19 +00- 27 +00)
<br />1.7
<br />2H:1V
<br />3 - 10
<br />0
<br />5.1
<br />0.5
<br />0.3
<br />GRAVEL
<br />(27 +00- 48 +00)
<br />2.8
<br />2H-1V
<br />3 - 10
<br />5.7
<br />0.3
<br />GRAVEL
<br />PLAN NEW
<br />SCALE
<br />U 200 400'
<br />r -eer
<br />CONTINI11 NTMAL Id".
<br />7800
<br />7700
<br />0.00
<br />CUL VER T SCHEDUL E
<br />ORIGINAL GROUND
<br />PEAK
<br />DISCHARGE
<br />CFS)
<br />DIAMETER
<br />(IN)
<br />HD /D
<br />%SURFACE
<br />ACTUAL
<br />LENGTH (FT)
<br />SLOPF O
<br />H1
<br />HAUL ROAD
<br />24
<br />1.0
<br />13
<br />AS -BUI
<br />T
<br />H2
<br />4.1
<br />3
<br />1.0
<br />1>
<br />150
<br />1
<br />H3
<br />2.9
<br />18
<br />I ! I
<br />3
<br />120
<br />10 )
<br />CUL VER T SCHEDUL E
<br />CULVERT
<br />PEAK
<br />DISCHARGE
<br />CFS)
<br />DIAMETER
<br />(IN)
<br />HD /D
<br />CAPACITY
<br />CFS
<br />ACTUAL
<br />LENGTH (FT)
<br />SLOPF O
<br />H1
<br />8,5
<br />24
<br />1.0
<br />13
<br />140
<br />6.1
<br />H2
<br />4.1
<br />18
<br />1.0
<br />1>
<br />150
<br />8.1
<br />H3
<br />2.9
<br />18
<br />I ! I
<br />6
<br />120
<br />10 )
<br />1.00 2.00
<br />DISTANCE (It)
<br />CROSS- SECTION B -B'
<br />, I
<br />ENGINEER'S CERTIFICATION
<br />3.00
<br />ORE
<br />Date: JUN 212000
<br />ENGI
<br />��ss�ONAV E��'a
<br />-DETAIL /SECTION
<br />A NUMBER
<br />6 6
<br />DRAWING No. WHERE DRAWING No. WHERE
<br />DETAIUSECTION DETAIL/SECTION
<br />IS REFERENCED IS SHOWN
<br />
|