HomeMy WebLinkAbout1952 S0557(4) .pdfA3Ant6S
a nrR t
TwtT ,
MD 3
INDEX OF SHEETS
Na I TITLE
ND. 2 TYPICAL CROSS SECTIONS
NO, 2 ESTIMATE OF QUANTITIES
NO, — MISCELLANEOUS QUANTITIES
40. — RIGHT OF WAY PLAT
N0. 3-4 PLAN AND PROFILE ST& 0 + 00 TO STA. 1 15 + 28, 2
NX — STANDARD DETAILS
NO — DRAINAGE STRUCTURES
NO,S-IS CROSS SECTIONS
CONVENTIONAL SIGNS
ATE Ln+E..,.__... ... ,...�.
®s �.� CULVERTS IN PtACE,..,—.....k]t
_emcpCa4�
T LINE , ...... ,
�r CULVERTS REQUIRED.
HIP CR RANGE LINE
DROP INLE7 ..,
,.`.'•.
®� SCTION LINE .......
POWER POLE...,........
........ ..�
EW RICHT OF WAY LINE
.___ TELEPHONE OR TELEGRAPH POLE .0
PESENT RIGHT OF WAY C HE
_. RIGHT OF WAY MARKERS,,.......
A,_,e_sJa'-"-°"
IRE FENCE WOVEN
�, REFERENCE STARE FOR NUES ONLY... iv -+-
_ BARBED ,
{
HARSH--
0 T LINE. _
... ... HEDGE..
m .oAORPORATE CR CITP IIVITS
...... TREES.
RAELINE
Q-2.OPRAVEL
...
EO.ED WAY aR PF
-. r. gRWwD ELEVAT 4N.... .........
r
'014SE OR TVRvrI +. IIE
ELEVATION......
1 jop
P
1
X3GN
STATESTATE OF WISCONSIN
x
PLAN AND PROFILE OF PROPOSED
PROJECT
CORNERBEGINNING AT THE NORTHWEST
R16W, THENCE EAST TO A POINT APPROX.05
OF THE NORTHWEST CORNER OF SECTION 10, T31N, 1116W
PLAN B R( BIXA F(:
RIAIX MOP. / Nt � BOD Tf, VQY. l BN„� /Q R..
C9MJi RCfS¢vmF XM. A pR. ®(FT. YEHP. i R.®i R.
(IT
LAYOUT
SCALE
TOTAL NET LENGTH OF CLNTERLPNE ( 2.I83 MI,
Ell
EMN
rrE r`u.i
-2"e
CORR[4T
RP FT (--.GSA' �� o...:.
iD FOR ABTRDVAc:.
OA4( !� �'
Cvw/*eNi.'f�e CNrn6R
CEPARTNENT OF COMMERCE
BUREAU OF PUBLIC ROAOS
REICNMEMCED ICI API`i OVAL
5Y3. 25.75 PE. 4T
a
1-98"x 32'Q.P REOD
}
4
5 10
5
20 25 a 30
ee
___
46,
z
9E5G' c4aA
S,SWt4)
vi
.-4f,
. ft
f
o n
P! 33s6&7
A$ 179.,z
50
w
a4
T
FT
26
.-
�
L
I f
M.
213
2P9$�Y -
2ss5_
SM6 k%
R�
6
u..__._.
_..•.._=
=--`—
-_
-
�Ir2e'
�
__.�._
.._
RE51pVE
CB'X3g"C0Po0.9pX
�.::
»
F
STA, 59.92 PE. LT
A$ 7
$0 t-IS'X 2g' CP RE04
E 3
C 86.
$ a 8
g 9 r
ofi SPA. 51.90 Sp. R0, RT
Y- 2CXX 40' 0.R REQO '
w
{(p
_.._.._.
a p
`
T
4m
... t o
1
2 3 a
55
8
T
STA. 74.40 PE LT.
^
ST0. 83«}7 PE. LT
r_18`x 28'GP REM,�.
k-t8•x26" a REM
6S
TO Fs
80
85 90
68
p
T
�86.r5
'
STA. P E RT
a
R_ trx 28' Q P REQO.
♦
4
NET LE:4TN OF
CENTERLINE
STA. 60+00 TO STA, 90+00
3000 LIN. FT
i
'!�
at
'
1
_.
'
..._.....u.
...
G.L. .. _ n
_
_
1_
_
-
:..ML¢
x
TO REM
IN
1
a�
�.1
P
;
too
){
a
�
b
i
1
i 2 3 4
65
6 7
8
9p 70
1
2 }
4 TS 6
F
6 9 80 0 2
3 •
85
6
7
9
9
90 Iz 2�
m
P1104s i0:
mw
mn
AZ 179" UP
+
95
STA, 96.62 P E.
w�
LL
100
StA IRSwtO
5¢ RR CTiOS�
:oJ
115
Y_ t8" X 28' G P
REQQ
1-24'x40' Q P REM
a
a
STA
1 a282
a.
ENq
F PROA
SOSSF ;4p
ro
a
M
..a.r ®...ve... ..-...n.... .P ...._.a—_ X_.._...v. ....A -.�.. r-.,..=�_ ..�..._...F--- L.... n.. s--
... •..
m—.« _:.-� t
�. ,...a R L__ • - --•--w
_..
.�._—a.--�. �®-v^1�,.+�
-Y._ -.. ._.. p.
t
O
ST& 110.05 P E RT
1-18"x 28'G.P REQQ
T t
ENT RLtNE
STA . 9 +00 TO STA. 115+28.2.25292 LIN. FT,
,.
1367
C.
4;,G'•.c
.:-
_.
. ..._
.
t
.,
F ":
.._._...
.'
Z-6'"L
PL7(CC"-...
REFt t.
':
4.
r-
\
F'tRi
Cff 4X3LE
,
y
•.
..
'..
`"
•_..
1
:.0..
:.
:.
..: ,4.,
"
.._.
T" Yam° 4
-
k,k
7.
10
7 6 9 100 !n 2 3
4 IOS 6 7 8
S 110 P
2 3 4
11}
t 2 }♦ 4 9S 6
yCmB F "v^