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900
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STA. 17 +69.5
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SECTION
1 1.59
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LOW POINT ELEV 917.83
LOW POINT STA 8 +59.43
PVI STA 8 +66.59
PVI ELEV 917.75
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7 +150 STREET B 7 +00
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PVI STA 0 +55.86
PVI ELEV 916.30
A.D. 1.83
K 21.90
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3 +50 3
HIGH POINT ELEV 920.46
HIGH POINT STA 4 +08.44
PVI STA 4 +01.58
PVI ELEV 920.54
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K 21.90
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POINT F TANGENCY
STA. 1+62.60
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2 +150
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STREET B
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L= 130.26'
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LOW POINT ELEV 916.38
LOW POINT STA 0 +49
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SHEET NO.
C401
CONSULTING ENGINEERS
LAND SURVEYORS
ADD STRUCTURE NUMBERS TO PLAN VIEW
STA. 0+15.86
REVISIONS
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END CONSTRU�PI
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STA. 17 +69.5
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SCALE: 1"=50' HOR.
1"=5' VERT.
16 +50
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SEE SHEET C404
FOR DETAIL
INTERSECTION
INTERSECTION
16 +29.43
A. 4+18.11 E &W e'
STREET A
1
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1
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SECTION
1 1.59
2,76 E &W
LOW POINT ELEV 917.83
LOW POINT STA 8 +59.43
PVI STA 8 +66.59
PVI ELEV 917.75
9 +00
O)
O
N)
8+50
0
8 +00
7 +150 STREET B 7 +00
7 +50
6
T
A, IN7ERSE 110N
STA. 5 +71 58
STA. 0+0 W
7 +00
6+00 5+ .58 5 +50
6 +50
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50'
30'
SEE SHEET C404
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PVI STA 0 +55.86
PVI ELEV 916.30
A.D. 1.83
K 21.90
40' VC
W
0
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4 +03.44
4 +50
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STREET B
3 +50 3
HIGH POINT ELEV 920.46
HIGH POINT STA 4 +08.44
PVI STA 4 +01.58
PVI ELEV 920.54
A.D. -1.83
K 21.90
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POINT F TANGENCY
STA. 1+62.60
in
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2 +150
O
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STREET B
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t,
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DETAIL
O'
0 ox
D =49 °45'14"
R= 150.00'
L= 130.26'
1=69.55'
ATA
1+50
1 +00
00
N
STA0+00
TA. 6+�43� 70 NE& W
LOW POINT ELEV 916.38
LOW POINT STA 0 +49
0+50
TERSEC11ON
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SCALE: 1"= 50'
920
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W
0
z
0
z
z
0
z
w
U
SHEET NO.
C401
CONSULTING ENGINEERS
LAND SURVEYORS
ADD STRUCTURE NUMBERS TO PLAN VIEW
STA. 0+15.86
REVISIONS