RedRockPhase6_Plans_Part2-Page7.pdf
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Plans - Part 2 of 3 Page 7
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IDENTIFICATION
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DIKE 100.6 R PROFILE VIEW
B1 0 60' 120'
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HORIZONTAL SCALE 1" = 60'
GENERAL SURVEY NOTES
COLLECTED OCTOBER 22, 2018
EXISTING CONTOURS ARE BASED ON A MULTIBEAM SURVEY F
L O
W
E = 1048158.12
N = 722997.57
POB STA = 0+00.00
E = 1048277.18
N = 723066.76
STA = 1+37.71
BEGIN STRUCTURE E = 1048755.89
N = 723344.97
TP STA = 6+91.39
O/S = 98.9 L
STA = 6+90.75
E = 1048705.65
N = 723430.14
O/S = 147.0 L
STA = 7+54.31
E = 1048874.25
N = 723452.46
O/S = 40.4 L
STA = 7+85.38
E = 1048858.16
N = 723342.60
O/S = 91.5 L
STA = 8+83.52
E = 1048968.65
N = 723348.20
O/S = 45.8 L
STA = 9+39.68
E = 1049000.71
N = 723283.29
O/S = 90.9 L
STA = 9+90.67
E = 1049065.88
N = 723303.16
O/S = 42.2 L
STA = 10+90.38
E = 1049136.28
N = 723217.39
O/S = 61.7 L
STA = 11+63.31
E = 1049210.68
N = 723204.71
E = 1049256.67
N = 723115.86
POE STA = 12+42.10
E = 1049165.74
N = 723157.47
STA = 11+42.10
END STRUCTURE
PROPOSED EL = 353.0
SCALED 5 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 60'
REMOVE EXISTING DIKE TO EL 325.0
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DIKE 100.6 R PLAN VIEW
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