HomeMy WebLinkAbout1704-14Ohara/7 Lane
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mom 18' /Vlirr. 41
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rill x•.4.0 Olheee A.C.
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TYPICAL CROSS SECTION — KAREN LANE
A
Id'
20 '1W7.
0. C79" ryOe 9 4,9ph011 C0r7cre167
?7 Ah. Sfreet
1� �7
ZViS ;7g �5'ur�acir�9'
A
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w--�Inge poi0000
e.,
A. 0 oke
Dike Re furl,
care Data
TYPICAL CROSS SECTION 27th STREET 0'
Curve 00/0 R o 12 p,*
28.2 R= /50' a .g°gd. �a,
Q'14 uf 7* 19'f 50L = 56.44
T'
= 50.67'
L. = 97.73' B.C. 38' fit• �
�v
PROJECT ENGR. (DATE I DESIGN ENGR. (DATE
O
v
551
Imp. "d/6.88' ,o
01
�'J �jo �• �, c.5 'tee •� Zq,
to
e/
,o .0.29.0
shy �, 90.08
0 0
9,411
2� 31 � Qi ,.
�,. 30•Lee$
2
Not 22
of N ter'
She �dfer Sca/e / 20
See
c
�lei I
�x
ul
co 0
>
Q° z /
` I
"Zi
38' - • �•
C ("/ems L r%
Lo wee /gel x2i v C'a• ,� c�
\ cow • e
o , , - Dike Curve Defa
Dike kpaa:bbb
e oafa �
cure o�
I _ .Y
42 r- /8. 78 R- ,53. 05
. 4i. 91� = 90000'000 c%
T = 53.05'
0101,
R
Dike e tura
� L 83.33'
• Cur ve Data
Qui R= 5 , L • `'��?•9J �"
> a _390,000,00" 20 y
7= 50.00' 8•C'
�• � f6-9.4'
� /rr�� �D cry
� 38 .C�
�, '�• h 6 -
F�.28.89 r- a �� N 74°06'20"E
.w w /
0
0 �z
_ h 'sib, �0 • 2 �`
Ib �.
Q 31
�►
Q
\
'� 0
Dike Curve Dafq► o,
'�L177P. Cur e Dafa
Q = // 27 26 �• R= 115017' = /61.25' V Q = 280/0'/0" °' 6
L�G/�
L 73.75• , , X38
jm�pp-=. 02"'
Sf�. ¢O f2�• 22
Dike Refur'n
Curve Dafa 1
R Z 50'
=7Q -X4472'"
. . 40190.88 AQ& IrrR roveMd/ = d = 7/ 013'¢6 " o
7 = 35.82 I
/of 00.00 Ply r t /(area Lane Z.:: 6.2. i�v
/0j00 oo P.o. r. t gavl Road
DIST. COUNTY- ROUTE _= POST MILES -TOTAL PROJECT SHEET TOTAL
N 0. SHEETS
08 RIV.
C,rZ )cn o /4 _33
RE ISTERED CIVIL ENGINEER NO.?a L;7
Date Approved _( ,, 1,977
"� /10
d-t�r • s��fl1:39 \ ,r `�•' .-'
IQ
9 0 �CIII
f�ti � o ti � ,� Q � � -+- • `� gyp/ �(• o �
•�
X99
.0
13
y To ,00,,e a v,
4 �p
�, X32 ,`� �� j506
3 g 3 89' _ .o y a
h r, �,.
�r �• �� ' �: Kai hti �`� �a' ��' �a p 04 '_j f
E.C.
142-89 �4. _ �' tiq '� '�°' ti d ro e
Q• �. 33.0 �. --a re Hyl" / ✓
e 7- -0' ,o �0 � 0• j a F'� fer
00*0000110� V,
�I►1P.
I
. 90 6 3 0
IQ -
.Curve Dafa
100cR = /50' �i �p ` p'
,o�• �, Q YG► o Q =16° /?'20" cam•
r 24 03'T
3 X �E
L = .� 7 66' -v Dike Refurn a T R
Carve Dafa �• , t
o Dike Curve Oafa R - 20
R 1681
,Q = 90°00'00"
faa t- 4! r= 20.00' .
cel
38,
20'
'see She e / /U0.
Dike Return
A - /¢ 0s2:_-70
Curve Da/`a
r^ 21. 93 ,
L = •¢3.6 2
R 6D,
7-z-99-06 '
I 1 L= 93,30'
CCO'�9- 1411olev7log
/ / t 8 8.60 P O r. Koren L one =
/O t 00.00 /?O. r. 27th. 51rec,
A. S- B -U- I
CORRECTIONS BY _�........,
INTERSECTION DETAILS
KAREN LANE
HAUL ROAD