20131200 Ver 5_Attachement A - stream Bypasss_20180228

JOB NUMBER:
17066
088
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STRUCTURE TABLE
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PIPES
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RIM = 851.41
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Structure -
(191)
(3)
INV IN = 841.50
Pipe -
(167),
114.34LF OF 60
inch
Concrete Pipe 018.18%
Pipe -
(168),
97.76LF OF 60 inch
Concrete Pipe 01.07%
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INV OUT = 841.05
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RIM = 886.11
Structure -
(190)
(3)
INV IN = 866.29
Pipe -
(172),
181.52LF OF 60
inch
Concrete Pipe 00.79%
Pipe -
(167),
114.34LF OF 60 inch
Concrete Pipe 018.18%
INV OUT = 862.29
RIM = 896.00
Structure -
(189)
(3)
INV IN = 867.83
Pipe -
(165),
102.51LF OF 60
inch
Concrete Pipe 00.60%
Pipe -
(172),
181.52LF OF 60 inch
Concrete Pipe 00.79%
INV OUT = 867.73
RIM = 896.00
Structure -
(188)
(3)
INV IN = 868.54
Pipe -
(164),
333.33LF OF 60
inch
Concrete Pipe 00.77%
Pipe -
(165),
102.51LF OF 60 inch
Concrete Pipe 00.60%
INV OUT = 868.44
RIM = 896.01
Structure -
(187)
(3)
INV IN = 871.20
Pipe -
(163),
285.87LF OF 60
inch
Concrete Pipe ®0.77%
Pipe -
(164),
333.33LF OF 60 inch
Concrete Pipe 00.77%
INV OUT = 871.10
RIM = 895.33
Structure -
(186)
(3)
INV IN = 873.50
Pipe -
(162),
309.81LF OF 60
inch
Concrete Pipe 00.78%
Pipe -
(163),
285.87LF OF 60 inch
Concrete Pipe 00.77%
INV OUT = 873.40
RIM = 896.00
Structure -
(184)
(3)
INV IN = 876.02
Pipe -
(160),
37.69LF OF 60 inch
Concrete Pipe 00.74%
Pipe -
(162),
309.81LF OF 60 inch
Concrete Pipe 00.78%
INV OUT = 875.92
RIM = 895.70
Structure -
(183)
(3)
INV IN = 876.40
Pipe -
(159),
20.44LF OF 24 inch
Concrete Pipe 02.93%
Pipe -
(160),
37.69LF OF 60 inch
Concrete Pipe 00.74%
INV OUT = 876.30
Structure -
(182)
(3)
RIM = 895.06 INV OUT = 877.00
Pipe -
(159),
20.44LF OF 24 inch
Concrete Pipe 02.93%
JOB NUMBER:
17066
088
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DATE: 01 / 15/18
DRAWN BY: PED
CHECKED BY: DWO
PROJECT MGR: DWO
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DATE: 01 / 15/18
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