HomeMy WebLinkAboutTED4001906.8F�
PC. ST
Z A. 27+ 5
g�
i \
1`
e" O
kn
P.T. STA. 1 1 +05.00 �.
Zcl ` RT (1
FL 14.5 Z
END OF CONSTRUCTION
MATCH TO EX15T. FINISH GRADE Ir
STA. 11 +09.91 N PC. .10+34.52
j8. ZI'p1'� L- ZZ4. Z1�
yz = 700 �!
P0. C. bEG I N
EXIST. C4G TYPE A
5TA . I I * 0 9.91
FL. 14.10
RI; (off
i
cd
+ , r
I
,31
^Yrt. Y i f' 1
5TOR M MAN Ef
5TA. Z Co + (O I. �' LT) J
" CONC. . r
Q
1
STq
RELOCATE EXISTING
BARRIER
h
�bAKESDALE AVE.
1i +00OAKE SDALE AVE.
I G-T4+ -!LAVE
TRUDEA.C. CURB
IT 5 OF AC. PAVEMENT
DPE OFROAD
N
6`
N
t ,
1 j
CURB
RETURN
DATA
,i
(DR
= 55'
PC. STA. Z5+8Z.44
A =
1050ou 30"
1/4
r
L =
100.90'
T=71.8Z
3/4
P. T. 5TA . 10 + 9b. 47 3
j
CURD
RETURN
DATA
L/
R =
5 5'
PC . 5TA. 27 + 9Z. 51
=
770 17'06"
I /4
'
L=
74.19'
I/2
T =
43.97'
3/ 4
PT STA. 10 +47.49
PL Alm
SCALM :
1" =
Z,O'
FUTURE EXTENTION OF OAKE50ALE
SHOWN HERE FOR REFERENCE ONLY
NOT TO BE CONSTRUCTED.
T.C. ELEV.
18.92
1 8.3 1
1 7. 33
ib.2(o
15e2Z
T.C. ELEV.
18.30
18.10
I -7. 58
1to. 93
Ilo. 32
r
� y
a
t7
y
�O
m