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<br />4) TYP. CULVERT CROSSING
<br />SCHEDULE OF BASIN SIZE
<br />5
<br />FA
<br />LOT
<br />ILENGTH, FEET
<br />WIDTH, FEET
<br />CAPACITY, CUBIC FEET
<br />1
<br />301
<br />30
<br />10,600
<br />2
<br />321
<br />30
<br />11,400
<br />3
<br />290
<br />30
<br />10,300
<br />4
<br />284
<br />30
<br />10,000
<br />5,20
<br />290
<br />40
<br />14,500
<br />6
<br />277
<br />30
<br />9,800
<br />19
<br />277
<br />65
<br />23,200
<br />21
<br />284
<br />55
<br />20,500
<br />22
<br />292
<br />55
<br />21,000
<br />23,26,47,
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<br />50,53,68,
<br />71
<br />321
<br />35
<br />13,700
<br />24
<br />301
<br />55
<br />20,600
<br />25,27,49,
<br />51
<br />291
<br />35
<br />12,400
<br />28
<br />283
<br />35
<br />12,100
<br />29,44
<br />289
<br />40
<br />14,500
<br />30
<br />276
<br />35
<br />11,800
<br />43,54,67
<br />276
<br />50
<br />17,800
<br />45
<br />283
<br />55
<br />20,400
<br />46,48,72
<br />291
<br />55
<br />21,000
<br />52,69
<br />276
<br />45
<br />15,800
<br />70
<br />291
<br />45
<br />16,700
<br />73,75,94, 96
<br />290
<br />45
<br />16,600
<br />74,95
<br />320
<br />35
<br />13,700
<br />76
<br />275
<br />45
<br />15,800
<br />77,92
<br />320
<br />40
<br />16,000
<br />78,91,93
<br />275
<br />50
<br />17,800
<br />BASIN SIZE SCHEDULE
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<br />6) TYP. STREET SECTION
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<br />TYPICAL INTERSECT PAVEMENT MARKINGS
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<br />( 9,) TYPICAL ROADSIDE DRAIN INLET.
<br />Curve Data:
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<br />2 * 30.34
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<br />230.30
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<br />TYPICAL INTERSECT PAVEMENT MARKINGS
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<br />( 9,) TYPICAL ROADSIDE DRAIN INLET.
<br />Curve Data:
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<br />230.30
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<br />JULY, 1991
<br />No Scale
<br />8 12
<br />E-1549
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