HomeMy WebLinkAboutC402 Street Plan & ProfilesBEGIN CONS 110N
STA. 0 +00
CURVE DATA
D =26 °25'40"
R=200.00'
L= 92.25'
T= 46.96'
137)
I 7
i
920
O
O
O
U)
z
0
910
(n
O
CD
DATUM ELEVm
905.00
0 +00
69
0 +50
SEE SHEET C404
FOR DETAIL
25 1 +12.76
I 5_50'
1+00
POINT OF TANGENCY
STA. 0 +92.25
co
45
B —B
R/W
0
0
1+50
STREET D
43
2 +00
44
2 +50
42>
3+00
29
30
3
3 +50
STREET
4+00
VD
30' B —B
50' R/W
Y+ m
1'.. L
40' VC
SEE SHEET C404
FOR DETAIL
—rn
W
it
0
cn
t
0
0' B —B
HIGH POINT ELEV 920.21
HIGH POINT STA 4 +16.54
PVI STA 4 +18.11
PVI ELEV 920.28
A.D. —1.30
K 30.82
CO
rn
D3
0.60%
0)
O
U
z
W
Z
H
LL
O
1-
z
O
0
N
ao
0)
c0
N
N
U
w
Z
03
V)
00
0)
M
00
0.60%
EXISTING GRADE
03
a0
0)
00
M
O
SCALE: 1"=50' HOR.
1"=5' VERT.
PROPOSED GRADE
12
O IN
N
6
0)
R.C.P.
912.35±
0)
0)
8" S[
INV.=
0)
�R -35 P.V.C.
807.01 Q
00
0)
00
rr)
r)
O
0
N
0))
c0
0
0)
O
U
m
N
6
N
03)
w
0
N
0)
U
w
12
INV
N
0)
0)
R.C.P.
=915.5
Po
10
0))
7 O N
0o
L0
1-
z
O
1=
Z
z
0
0
0
z
O
0)
4 +50
5 +00
14
INTERSECTION
STA. 4+18.11
STA. 5 +71.58 NdIS
13
STREET D
5 +50
6
0)
c0
0)
.12
920
910
END CONSTRUCTION
STA. 5 +78.12
INTERSEC110N
END CONSTRUCTION
STA. 1+60
920
Z
0
910
D
CC
z
0
U
0
z
w
SCALE: 1"=50' HOR.
1"=5' VERT.
1+50
1+00
70
73
46 0 +15.86
SEE SHEET C404
FOR DETAIL
LOW POINT ELEV 918.97
LOW POINT STA 0 +44.46
PVI STA 0 +50.86
PVI ELEV 918.83
A.D. 3.03
K 13.22
40' VC
0 +50
0o
O
O
O
0)
CD
1-7
o
t
0
0
I t
0 +00
920
910
STREET C
N
Jr)
6
DATUM ELEV
905.00
129
r
SCALE: 1"= 50'
W
IC43
O
Z
W
W
0
W
LJ.J
w
w
0
0
J
0 II
X
LL
JOB NO.47175S1
m
LiJ
0
0
0
N)
z
0
z
z
_J
w
Ch
U
SHEET NO.
C402
CONSULTING ENGINEERS
LAND SURVEYORS
ADD STRUCTURE NUMBER TO PLAN MEW
STA. 4+18.11
REVISIONS
2. Opq
GRADE
L�
12'
EXISTING
R.C.P.
:„A,
X w U
GRADE
0
:5OAK r
z
L
(3
n
0
PROPOSED
INV. 915.25±
STA. 0 +15.86
00 +0 •V1S
1.0
GRADE CHANGE
919.19
INTERSECTIOt
L9'0Z6
lc'OZ6
L 6l6
L9'6l6
26'91.6
Ol'6l6
BEGIN CONS 110N
STA. 0 +00
CURVE DATA
D =26 °25'40"
R=200.00'
L= 92.25'
T= 46.96'
137)
I 7
i
920
O
O
O
U)
z
0
910
(n
O
CD
DATUM ELEVm
905.00
0 +00
69
0 +50
SEE SHEET C404
FOR DETAIL
25 1 +12.76
I 5_50'
1+00
POINT OF TANGENCY
STA. 0 +92.25
co
45
B —B
R/W
0
0
1+50
STREET D
43
2 +00
44
2 +50
42>
3+00
29
30
3
3 +50
STREET
4+00
VD
30' B —B
50' R/W
Y+ m
1'.. L
40' VC
SEE SHEET C404
FOR DETAIL
—rn
W
it
0
cn
t
0
0' B —B
HIGH POINT ELEV 920.21
HIGH POINT STA 4 +16.54
PVI STA 4 +18.11
PVI ELEV 920.28
A.D. —1.30
K 30.82
CO
rn
D3
0.60%
0)
O
U
z
W
Z
H
LL
O
1-
z
O
0
N
ao
0)
c0
N
N
U
w
Z
03
V)
00
0)
M
00
0.60%
EXISTING GRADE
03
a0
0)
00
M
O
SCALE: 1"=50' HOR.
1"=5' VERT.
PROPOSED GRADE
12
O IN
N
6
0)
R.C.P.
912.35±
0)
0)
8" S[
INV.=
0)
�R -35 P.V.C.
807.01 Q
00
0)
00
rr)
r)
O
0
N
0))
c0
0
0)
O
U
m
N
6
N
03)
w
0
N
0)
U
w
12
INV
N
0)
0)
R.C.P.
=915.5
Po
10
0))
7 O N
0o
L0
1-
z
O
1=
Z
z
0
0
0
z
O
0)
4 +50
5 +00
14
INTERSECTION
STA. 4+18.11
STA. 5 +71.58 NdIS
13
STREET D
5 +50
6
0)
c0
0)
.12
920
910
END CONSTRUCTION
STA. 5 +78.12
INTERSEC110N
END CONSTRUCTION
STA. 1+60
920
Z
0
910
D
CC
z
0
U
0
z
w
SCALE: 1"=50' HOR.
1"=5' VERT.
1+50
1+00
70
73
46 0 +15.86
SEE SHEET C404
FOR DETAIL
LOW POINT ELEV 918.97
LOW POINT STA 0 +44.46
PVI STA 0 +50.86
PVI ELEV 918.83
A.D. 3.03
K 13.22
40' VC
0 +50
0o
O
O
O
0)
CD
1-7
o
t
0
0
I t
0 +00
920
910
STREET C
N
Jr)
6
DATUM ELEV
905.00
129
r
SCALE: 1"= 50'
W
IC43
O
Z
W
W
0
W
LJ.J
w
w
0
0
J
0 II
X
LL
JOB NO.47175S1
m
LiJ
0
0
0
N)
z
0
z
z
_J
w
Ch
U
SHEET NO.
C402
CONSULTING ENGINEERS
LAND SURVEYORS
ADD STRUCTURE NUMBER TO PLAN MEW
STA. 4+18.11
REVISIONS