HomeMy WebLinkAbout1704-24C51
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slope
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CONCRETED ROCK SPLASH APRON
10+72.00 TO 11+00.00
No SCO /I
36
35
ni _=
(FG
� /Ylo�/
�/O
-
c �S1 Pr -o fi /e , Shed /v'o. 22
N
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Concre lea' R0ek S /ash 4ra
l n
p '�' 39 -
(See befall fhl,s ,Sheel )'�,
38
i
i
37
39
36
V'
0 0�
3�• x�
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0.25' Ty
- e B 4 h /i Cry el
sa a r� fe
TYPE.@ DITCH
Im�orovemenf
2716 Sled -
16,'
/J/a/ura/ (See She"/ /(/e, 22
around
O 25' Type
Leve/ Lege/
2'
. � 51oPe
3'
27 th STREET EXTENDED
JECT E GR. DATE DESIGN ENGR. GATE
TO-
L117d
\3p
co
ConsIrucf O 2,5'X 2'
► Type 8 Aspha/f Coneref e
C211- aAe wall
t
coo..
rNalala/ al ram'
2•
001"
Co
f 5�°fie
s�
29
�l
-37
36 -
2�.
43f80.00 P.O.T. � Imp rovement
/014-00.00 P.O.T
DIST. COUNTY ROUTE POST MILES—TOTAL PROJECT' SHEET TOTAL
NO. SHEETS
08 R v. ® C Fna o4 39
.5 10R±�GI� FRED CMI. ENGINEER N0.2 �
T -4 F
Date Approved u 7
/2f . 2/
P. T.
d
2 7 th c9ll-eel - Exlended =
9f04. /9
P. D. T.
it
type am'o?
o
42-,-3'deep Concre e
Cul-al)r WO// al/
around (3"fh�c -�6 L ir7, Ff gel,a/Beate 4Q1a1`d Raillr y,
1E8
/o Type C7 DiAch 4-1
e.
��' j•
cut- Off Wa//
1 �
4�
qj
9
39
g 7 � �. aN.rz
t %0
lk
lk
W
(j)
'o
o -
r
3_
�3B
3
36 ,
��+52•?i2� h
cg/0 fended
Qh
o �
x i
�C
/
AS BU
CORRECTIONS BY �.
DATE___ I
DRAIN, DETAILS
y
CONCRETED -ROCKSPLASH APRON
27th STREET EXTENDED
TYPE QF DITCH
TYPE QG DITCH
BOX CULVERT
110