HomeMy WebLinkAboutSDP201500014 Other 2014-10-02L
IZONTAL- CUR
i 6llJtlj
1
1
1
1
1
• • 30 .• ••
•
--VERTICAL
CURVE #1
490
... _._t.—_.........PVI-STA.-t+01-.
00
PVI ELEV. 65.95
VERTICAL
CUIRVE #2
485
�-OOK-Va;
,4.4,VLo
o0 STAj
PVI
2+02.58
V'50:5
1
i—
n w j +
w
518.56SD
I
50
97VIC
j
>
26.
118
K-Val
480
��----�----�
v�
i
w
0
#
a.CL
^�
475
--In
'-
VERTIC
L CURVE #3
PA S
p. 3+04.35
470
- ---
w
o�
o
PmV-
36- 9
49
•-
1
OOVC
N
M co
8.1K-Val
465
a
4 M
7.28SD
I
460
I
Via`
nuj
S
j
VERTICA
I CURVE J4
4+-38:5 ==
a
PVI ELEV.
34.00
455
--
ate.
°°�
j
00
25.21VC
rn
tt7 N
I
I
32>.97SD
to
1
1
nw
j
1
I ¢LH
j
450
a
a
uj
445
440
435
- --- --
430 f
-—
i
425
- -
I
420
415
i
I
410
I
9+50
10+00
11+00
12+00
13+00
FREE
STATE ROAD
I Free
State
Road
f
50'
Public
ROW
I Design Speed : 25 MPH
r
I
I
j
�
I
I
I
'
iVERTICAL CURVE #5Ln
cd �`"P�ELI
PVI STA. 4+85.5
32:0 7
---VERT1CA"UR
I
to
C►
°i
I 13.99VC
I
PVI STA. 6+26.3
12.00K-Val
PVI ELEV. 24.37
j
w � i
!±1
577-.2
n
12.00K-Val
n
15;� I
0
o�
to
180.95SD
o
� a
00
-
-i 4. \
_
_
..y T
YLO
I
...,..
°
I
>
+
N C4
I
vs
w
.
j
T
sPd�rad
.
c
�w
Ld
W,
CL
N
Existing Grade
i
' — —
I
1
`�0z
I
�
i
I
I
14+00 15+00
16+00 17+00
18+00
V(pE��R/��TI�CC`TAL CQQU��RppV2EQI
PVI ELEV. -0.44
— 419.92VC —
17.00K-Val
Q
z
0
IT I >
_ 0 n
L
z
z
0
z U
W LU
0
'J
W
% W
W
0 EO
W J
VJ
Date
08/25/2014
Scale
19+00 1 " = 3 0'
Sheet No.
C7 OF 10
File No.
13.040