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3VCE: 920.85
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:VCE: 920.85
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VMT. STA. 0 +0.16
STA. 0 +24
ENCY STA. 4 +4;
v ENCY STA. 6 +6'
■liATURE STA. 10
3ENCY STA. 12+
MATCH
POINT OF CURVi
920.26
INTERSECTION
POINT OF TAN
172'616
POINT OF TAN
POINT OF CUR'
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POINT OF TAN(
EX. EDGE OF PI
920.22
GRADE CHANGE
99'616
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96'616
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920.41
BEGIN CONSTRUCTION
STA. 0 +00
930
920
910
DATUM ELEV
905.00
0 +00
0 +50
CURVE DATA
A =33 °25'32"
R= 150.00'
L-87
FOR DETAIL
SEE SHT. #C404
000+0 1'Z +0 OS` 0
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STREE A
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STA. 37
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POINT OF CURVATURE
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POINT OF dUR'VA RE
STA. 5+814)6
33 0 +L OS +L
OINT OF TANGENCY
TA. 6 +69.47
POINT OF CURVATURE
STA. 10 +36
STREET A
9 +6 OO +01
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98'
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INTERSECTION 4#01)
STA. 11 +54.1$$. o
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30
POINT OF TANGS �,CY
STA. 6 +69.47
CURVE DATA
A =89 °32'46"
R= 150.00' 13
\=234.43'
148.82'
STREET C 1.62%
1+12.93 1+50
i
r"
LOW POINT ELEV 919.41
LOW POINT STA 1 +23.95
PVI STA 1 +24
PVI ELEV 919.35
A.D. 1.20
K 33.25
1 +00
40' VC
1+50
2+00
'STA. 2 +75.30
2 +50
3 +00
3 +50
HIGH POINT ELEV 920.91
HIGH POINT STA 3 +92.78
PVI STA 3 +92.73
PVI ELEV 920.97
A.D. -1.20
K 33.26
40' VC
4 +00
A =32 °58'18"
MI MI 6 300.0 air
T= 88.78'
4 +50
CURVE DATA
36
5 +00
5 +50
1
1
6 +00
1 0•••,,, EN yr 0
6 +50
STREET A
LOW POINT ELEV 919.113
LOW POINT STA 7 +03.22
PVI STA 7 +04.47
PVI ELEV 919.10
7 +00
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A.D. 1.28
K 31.26 SCALE: 1"=50' HOR.
40' VC 1"-5' VERT.
NO UN MI No
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CAR
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STREET B
1.11
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HIGH POINT ELEV 920.79
HIGH POINT STA 9 +63.14
PVI STA 9 +61.86
PVI ELEV 920.85
A.D. -1.28
K 31.30
40' VC
N N
SEE SHEET 'C�401
LOW POINT ELEV 919.76
LOW POINT STA 11 +54.18
PVI STA 11 +54.18
PVI ELEV 919.70
A.D. 1.20
K 33.45
40' VC
HIGH POINT ELEV 920.34
HIGH POINT STA 12 +71.26
PVI STA 12 +71.30
PVI ELEV 920.40
A.D. -1.20
K 33.40
40' VC
LOW POINT ELEV 919.53
LOW POINT STA 14 +26.26
PVI STA 14 +26.30
PVI ELEV 919.47
A.D. 1.20
K 33.26
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40' VC
SCALE: 1"= 50'
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SHEET NO.
C400
CONSULTING ENGINEERS LAND SURVEYORS
REVISIONS
REV. STORM