HomeMy WebLinkAboutC400 Street Plan & ProfilesBEGIN. CONSTRUCTION
STA. Q+
CURVATURE
WINDY KNOLL LANE
4 +50 5 +00
POINT OF
STA. 6 +27
CURVATURE
H.P.
6 +42.50
7+ 46.34
INTERSECTION
-STA-1 4.24
STA +60 lT
POINT OF' TANGENCY
us' WINDY KNOLL LANE
12100 1250
13 +u0 13+
s
900.00
920
910+
Ztf)
C� U'i
w
DATUM EIRE!
0 +00
M
0)
0 +50
POINT OF
STA. 1+7
to
0)
O
tri
1
LOW POINT ELEV 914.66
LOW POINT STA 1 +78.38
PVI STA 1 +79.20
PVI ELEV 914.60
A.D. 1.15
K 34.71
0
N
u)
U
m
1+50
N
W
U
m
40.0000' VC
O(
C)
0)
0
N
0)
0)
U
w
N
N
w
2 +00
18" F.C.P.
INV.= 811.30
N
03
2 +50
N
0)
M
H
U
z
w
U
Z
H
w
O
H
Z
O
0_
N
0)
0)
,N
CD
LO
0)
3 +00 3 +50
N
N
M
0)
4 +00
N
O
C0
0)
4+50
N
M
C0
0)
5 +00
WI
N
0)
N
03
5 +50
\DY
HIGH POINT ELEV y. 7.32
HIGH POINT STA 6 `I-2.50
PVI STA 6 +42.56
PVI ELEV 917.38
A.D. -1.20
K 33.23
6 +00
U-
N
H
V
U-
40.0000' VC
N
1<
0)
w
U
m
N
N
t\
0)
0)
N
0)
M
0)
(Ni
(0
U
w
6 +50
CD
N
0)
w
O
w
SCALE: 1"=50' HOR.
1"=5' VERT.
7 +00
6
0)
M
N
H
(1)
U
z
w
Z
H
U-
O
H
Z_
O
m
N
C)
M
N
C0
0)
7 +50
<\OLD LA
8 +00
0)
\E
8 +50
NOTE: CTY OP CAVL HQiS 12" BETWE
TOP OF PIP- AND 8011CM OF PAVMINT ACCR
AT ALL QTR -T COSS\CS
LOW POINT ELEV 915.88
LOW POINT STA 9 +01.04
PVI STA 9 +00.98
PVI ELEV 915.82
A.D. 1.20
K 33.22
0)
LO
0)
w
U
CO
40.0000' VC
9 +00
I
I
I
03
(3)
O
N
0)
U
0)
M
w
U
w
18" R.C.P.
C INV.= 911.00
9 +50
74
O
6
0)
10 +00
HIGH POINT ELEV 916.78
HIGH POINT STA 10 +67.84
PVI STA 10 +74.24
PVI ELEV 916.86
A.D. -1.77
K 22.65
10 +50
40.0000' VC
H
0
H
U
w
w
H
Z
N
N
(0
0)
W
Z
O n
J
0
rn
H
U)
U
z
w
Z
Q
H
w
O
H
Z
0
0_
95
N
CO
O
0)
u)
6
0)
11 +00
11 +50
98
IN
ICAT
M
12 +00
0)
Co
0)
12 +50
RS
13 +00
920
N
N 910
.21
END CONSTRUCTION
STA. 13 +28.21
SCALE: 1 50'
la
No
1935
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SHEET NO.
C400