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NT ELEV 919.80
IT STA 25 +43.48
TA 25 +43.48
ELEV 919.86
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FOR DETAIL
SEE SHT. #C405
34
LOW POINT ELEV
LOW POINT STA 264 78.05
PVI STA 26 +78
PVI ELEV 919.05
A.D. 1.21
K 33.09
CURVE DATA
A =99 °54'54"
R= 150.00'
L=261.58'
T= 178.492
SEE SHEET C401
HIGH POINT ELEV 919.67
HIGH POINT STA 27 +90.24
PVI STA 27 +90.14
PVI ELEV 919.73
A.D. -1.21
K 33.10
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LOW POINT ELEV 917.61
LOW POINT STA 31 +52.78
PVI STA 31+52.76
PVI ELEV .:x17.55
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SCALE: 1"=50' HOR.
CURVE DA
A=14°03 2
R= 500.00
L= 122.66'
T= 61.64'
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HIGH POINT ELEV 919.47
HIGH POINT STA 33 +56.71
PVI STA 33 +50.46
PVI ELEV 919.55
A.D. -1.75
K 22.81
INTERSECTION
STA. 37+66.08
STA. 2-I N.
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1
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LOW POINT ELEV 918.66
LOW POINT STA 35 +08.18
PVI STA 35 +08.12
PVI ELEV 918.60
A.D. 1.20
SEE SHEET C400
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SHEET NO.
C402
CONSULTING ENGINEERS
LAND SURVEYORS
REV. STORM, REV. L.P. LOC.
REVISIONS