HomeMy WebLinkAbout1951.pdfIV,,INDEX OF SHEETS
NEE I TITLE
."a I TYPICAL CROSS SECTIONS
ND, I ESTIMATE OF QUANTITIES
NOV - MISCELLANEOUS QUANTITIES
!N0, - RIGHT Of WAY PLAT
70+35
,:NQ t -3 PLAN AND PROFILE STA.
0+00 0+00 TO STA. 79+00A
90, - STANDARD DETAILS
NO. DRAINAGE STRUCTURES
Na CROSS SECTIONS
All
IT,' WIT. suR, REov
f2' SA40 5 GREL IN/PLACE WHEAOE OIo
114—' AV
—1 FT 1-2 - BASE 14 PLQAC E BASE REQ0
AMOCO TO ON P#OIILE
TYPICAL FINISHED HALF SECTION
STA, 0+008 TO 79+008
-
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION OF WISCONSIN
•
SOUTH COUNTY LINE - WOODVILLE ROA
STCROIX COUNTY
PROJECT S0290(4)
Z' BASE RECIo
SLOPE 1/4
1011T REAERAELI '01,v PROFILE
13* BASE ON PLACE
TYPICAL FINISHED HALF
SECTION
STA. 0 *GOA TO 70 + 35A
CONVENTIONAL
SIGNS
LINE
CULVERTS N PLACE ......
LINE
CULVERTS REOWPEO
4 V41P
OR RANGE LNE
DROP INLET-
N LINE
POWER POLE
Il-T
TV WAY L-E
TELEPHONE OR TELEGRAPH 'OLE
I'
T --.7 CK A" Tl[
RIGHT OF WAY MARKERS
IENCE
I .OVEN
REFERENCE STAKE FOR HUBS —,%Y
I, BA -RFC
MARSH
NE
KEDGE
�IATE CR CTl
TREES
471 LINE
f
a.,EC WAY CR P L
GROUND ELEVATION
A03ice'
In
'A SURVEY LINE
GRADE ELEVATION.
BEGINNING NEAR THE SOL17HEAST CORNER OF SECTION
23, T,28 W R� 16 W., THENCE NORTHERLY TO A POINT
APPROXIMATELY 1745 FEET NORTH OF THE EAST 1 /4
CORNER OF SECTION
STA. 7OAt35_,-
STA.OB-CO
W.Trom
SCALE
TOTAL NET LENGTH Of CENTERLINE 2 92A NO,
50290(4)
DATE
P.lr-23+oa. f M.. MATHISON
PA'-2+00 AZ.-180'57 J. ALBRiGHTSON A.ALBRIGHTSON C
AZ— I88'46 E.. aaHNspN
JONNS4N EST.
® o' 50A 55A 60A
20A so' 2SA 30 ''.� 35A 4QA 4 a
A ,4 A IOA a4 ,�j2 ISA I' ns3-� A H •+ A C _____ _ _ _ _ _
} -
�. 55OI 5`-r a 33' ',n
+ 0 2 a ;.
[442- L T
r.i
+ + m
*q� > ANpER54N
$j -E LIEN uI E. JOHNSON TM A. 0.L8 RIGNtSON HAMP70N
m
SYA 6+00A tET 4E"1G7w Of CE:V7:,RLINE STA 6+q6 76 SFA. 63+90 63 a0 LI
j j
._$�.-_._.__.
L - i. -__-. __�_ p( �L_ t
IS
5TA.V41+6O._.��LAO_ _
—
t I TA.`32+04 Za`c.0.9. IA CP"tN-PLACE t o-
6 Ja
I _ _._ _ jj( STA.'ytO4a3PLACE, TO REMAIN G i _ .
_.
-C CGS.e.t. Cfl"EN kcE I _ _ "�5
1-G--�S6 R 4EUJUN--t
' ' • k r
[!�
-, - _.
• is { .. j ... L..... f i . �. i_ I [ n.�^ ! �_. � � R` .. ds _ O �` _..AS__
.. .._. _. -... .. .... t 8... p Qi
_.._..._.
LIDO—
Ft4l'
T- "k....—`k.
Bu-_'40-._'50 2 3 4 5 6 7 8 9 60 ! 2 3 4
RL-29 39,4 P.I.-48q,4
Pt-14+9s5
6 724 a- 8`
AZ,-179®17 sta. z - s Tq 2z+ -6.S ® - Y .
�---^ EXCEPTION TO LLENGTH % D 3iB
T- 123.5 T --14 HEILEVE c J4HNBaN
H.wx`.wN se.-.oa5 F Fr/FT.
v {
M.MATHISQN i LORENTZON SE - .045 /FL
! _ ./
0mii
30d
268
aQ 59 108 AzS
-----------------
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T. - 90.57'
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ti `•• ® +{ a, H. MATHISON a MOEN
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