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a
INDEX OF SHEETS
MIX I TITLE
NO: 2 TYPICAL CROSS SECTIONS
NO, 2 ESTIMATE OF QUANTITIES
NO, - MISCELLANEOUS QUANTITIES
NO, - RIGHT OF WAY PLAT
NO, 3-6PLAN AND PROFILE STA, 75+00 TO STA, 184+00
NO,7-7.4 STANDARD DETAILS
N0. - DRAINAGE STRUCTURES
N0. 8-31 CROSS SECTIONS
l
mm
}
t
.♦(1970)
500
.. Y -(1990)
O
60
8
A '♦
NOR• M
CONVENTIONAL SIGNS
IiHE....,...„.„........
CULVERTS IN
Tv LRlE...:.................. _.®®®..
�.
CULVERTS REQUIREO.... _._t-
ram
SNIP OR RANGE LINE_ ......-...,-.�R.�,
DROP INLET... ... .............
104 LINE_ ... ................_.u..
®.._.
POWER POLE ... ............ ____
.............�
RIGHT OF"MAY LINE.:........
TELEPHONE OR TELEGRAPH POLE .,_,......., 0
CRT RIGHT OF MAY LINE ....
..®.®...„.®«. -
RIGHT OF MAY MARKERS__...
v__1A_- __1w
FENS JMOYCN ..............„�^^.,m
REFERENCE STAKE FOR HU83 ONLY .... .*11�_.
MARSH_ ..........
M A ®n e. is
LINE ..............
_._.
HEDGE.....
a
^�_�^,`
ORATE OR CITY LIMITS,..
.. iii .... nr
.................
TREES.___....,.,........ ,........
( r
�.y '„..
ERTY LINE..........,
ELEO MAY OR R E,.. .., . ,..,""__'.
GROUND ELEVATION..,-,,,, _...
�+ ^
LOADS ...................
_
OR SURVEY LINE_ ......
GRADE ELEVATION_..........:..ma
w
N
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PLAN AND PROFILE OF -;'i
HOULTON - CAT H. "Ill ROAD
ST .OIX ,
UNTY
RAM t IM, 10.T FT.
SCALE! TROIiCL MQR. f IY. _ IC4 F1'. KIR. 1 tN. _ 10 FY.
CR?RS Y0.'CFl9MR MgR.9 IM. ®IPD AY. V4%T, I IN.®b 0T.
m10I�
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ALL. CO.ORDINATES SHOWN ON THIS PLAN ARE REFERENCED
TO THE WISCONSIN CC CROINATE SYSTEM, CENTRAL ZONE.
SCALED FROM U.S.OS, TOPOGRAPHIC MAP, NEW RICHMOND
WISCONSIN, QUADRANGLE FOR IDENTIFICATION ONLY.
LAYOUT
SCALE
TOTAL NET LENGTH OF CENTtRLINE - 2064 MI.
0
55.6 - 556,0 - I1,8
DRIP
RYAS.
a4+�e[R
gy44p•
wevq
¢{N(mMtM M 1WMVggf4tMg
DIVISION OF HIGHWAYS
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&&GtW1RW M4„PMIM44
reom eaa .M..R aw�aq>uryR
BUREAU OF PUBLIC 110A05
fnwa a •u+•au+ mvwmK
IT MM`
P'O.r- 93+00-
V+64.38 o+oO TM.RM 893 8 - 70/71
,.'50 1 131
SEC PC.T 4+23�05
SO556(s)
STA, 93+00 R 9
STA� 83+00 2 T-30- R-19 Nu LT
STEEL PLATE BEAM GUARD CONST. RE.LT. 3; CONST.TYPE*CCO P�OT. 99+78,61
0 PAUL R. SCHAUER
sTA, 86 ± 60 TO 92 �E 40 LT- �30 14
580 LIK FT. SEC STAL 86 * 3Z PARCEL NO.3 END CONST
Ft -19-W. 0,63 ACRE
0 ELECT C0,01" w 0 CON ST� p E� LT. jz �l STA, 2+50
2- ANCHORS REQD- 3 ST CAM n 4 -
ARTHUR BROWN ilj� �-IS"X24 CL.M C.P. REdD EDWARD YLATT 'R
N ENDWALLS REdD
PARCEL NO� I Z-APRO +
0�35 ACRE
WOODS s
0 t WOO" MARKER POST r REdD. z
SCATTERED TrEES 0 + 0+75 TO 3+25 TN.Ra 0
BEGIN PRO1 S0556(8) wbms z
;T 3-4 '30
0 sm
STA. 75+ 00
+
so ---E
ARLS coos z
cc
"Rl 0
WOODS TEL� "PKER
CURVE DATA STA. 92+70
CONST. R, E Rt PEM
+ pl, 92+96.54 WIS, TEL. CO.
1.18'X24'CL.M aP REOD. MILWAUKEE,WIS
53,25, Z-APRON ENOWALL REQ'D�
D 4-06 RT�
T 7ZOJ5' FRANK M�RUNK
z L 1335.42'
GEORGE PIEU PARCEL NO. 4
PARCEL NO-Z R 1432,39� 1,55 ACRES
O�40 ACRE SX, 0.070'/ FT,
"�$, 210' 101+50
Y� S E SM30 0+00 OLD CONN�
Z KIN. - -N, R-19-w�
4
STA. 75+00 TO 100+00
CLEAR 16 STA. x
GRUB 12 STA- S. SEc"30 BENCH MARKS
WE.- N A.. DESCRIPTION
-'5c 04.14
83 D"'I' IN PO k IF/,
+ ll�
4'BtRCH,8O`RT
A AF rFNTERLINE STA. 5+00 TO 100+00 25,00 LIN. FT.
D9 0 �01
P.OT. 99+78.61
mm
1 +50 %L r
"9O OLEO E CONN.
PASTURE
j 1' 105
ny4 STA- 101+50
CONST. TYPE `CCONN. RT.
,
ywe1'
• O
�A4 .ca c®�r^rra to IrmTrO, moor C�
POT. 107+65.35
MARKER POSTS REO'0
113-, 50 TO 120±50 LT. - 8 REQ°D,
127t00 TO 129s50 RT, - 6
• +w
BE
j STEEL PLATE BEAM GUARD REQ'0.
!f I22*55 TO 125:L6OLT.•305 LIN.FT
F 2-ANCHORS REQ'D.
PASTURE
1p
WOOFS � d(Y
PASTURE
Wpops
STA. 104 +00 .
CONST. F. E. RT. ,! Cr WILLIAM N. MCKYNNON 4, aE%
PARCEL NO.5 �, ,rc:
7.70 ACRES C-x
STA. IOO+OOT0130+00 SOD DITCH RED "D. :S� e1®
CLEAR 8 STA• 115+ 00 TO It 5 f 50 RT:-SC S.Y.
GRUB T STA, 125+ 50 TO 129 f 07 RT:390 S.Y.
CONK. IT 125+00 RT,
7+50 TO 9+00 RT. - 170 S.Y.
58"
RO.S.T. 122+001
CURVE DATA
P?44,o1
P.I.
124+55.77
A
35.35'
�
D
4'00' LT.
0-0f
T
459.66'
may\. FAO
\� L
�f'43
2.39"
klffl� a eq. R 143&E. 0.0T0'/M
^4y4 TRANS. 210'
0
Pp MD
POT
WOODS m _ \ \ NpLE
1
PASTURE
0
R. ISO` 0JP o
a ® +
CONST. TYPE V CONN. RT.
Ca4`
- .__ - - __ o .. - _-.m m . t m ... IT im
— _ _.
T B 9
e ��euiae�ini�ieaona i'a`eea`emircaN ...e
ROC. 126+15.15
STA, 126+50
CONST. P.E. LT.
DALE D. HECKMAN
PARCEL NO.6
2.11 ACRES
00
POT
f✓
)(7 C r HOLE
d d:
umu <o
8939-8-70/71
o11 .71
S 0556 is)
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WOODS
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�0
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PEp. / -F\ STA. 8+10 OL'
CONST P.E. RT.
\ I-18"X24' CL. III C.P. RHQ'D,
'
2-APRON ENDWALLS REDID. et,
p F o
'r WILLIAM C, MAC DONALD/ Cr
r
Vol A
PARCEL NO.7 f 6, 0
f/_k jQj. 6Y6c'0.06 ACRE 41 Q
.3O
�
O
BENCH MARKS
NO.
STA.
DESCRIPTION
ELEV.
3
99450.
SPIKE IN 4"BIRCH, 80'RT.
201.00
O
4
121+23
BENT NAIL IN II°OAK, 68"LT.
202.11
5
124+90
SPIKE. IN TEL. POLE, 90" RT.
189,97
Fao
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9
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AS
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t I-18'%24` CL.M C.P. REdD.
A t\ 2-APRON ENDWALLS
_ .,oat, \ n
vk
CONST. INTERCEPT. EMB.
147+00 TO 150t00 LT. 135 S.Y. SOD REO•D,
150+ 50 TO 155 + 50 LT. - 220 S.Y.
SOD DITCH REOb.
157+00 TO 158 t00 LT. - I10 S.Y.
.IOHN W, MC KINNON 154+00 TO 158+25 RT - 470 S.Y.
PARCEL NO.8
14.25 ACRES
STA, 148+00 o
CONSt F.E. LT. + +
4
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C#}PS IDO'
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140
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145 }
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155
160
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ST. CRo X
MILWAtMEE, Wi S.
END CONST.+00\
STA. 3+Q0 ti TF$® �"•� S3
-
STA. 146+0Q
CONST. FE. RT.
ty*- �9
Na�
STA. 136+00
TYPE VCONN,
r9�'2i+Y
i�
STEEL PLATE BEAM GUARD
REdD,.
�^
50
CONST'. RT.
+
�^ \,•,�
STA. 131+15 STA 134+01
\ P.O.T. 5+63.95
\
` 158+45 T0165+00 RT.
\\` 158+70 TO IGG+75 LT.
-755 La N. FT.
-B05
CONST. P.E. RT. CONST.
�,r1\
R.E. RT.
MARKER POSTS REOV
4-ANCHORS REO'D,
BENCH MARKS _
`
136+25 TO 137+75 LT.-4 REO`D.
NO STA. DESCRIPTION
ELEY.
STA I30+00 TO I6Q+C0
CLEAR 5GRUB 8 STA.
\\
136t 50 TO 137+50 RT - 3
CONC. PAVED DITCH RE4"D. RT.
6 140+60 SPOKE IN POWER POLE. RT
163.85
146+00 TO ISl t RT. - 6
156t25 TO 16Q+25 - t60 S.Y.
RAP DITCH. APRON - 5.0 C.Y8
7 140+60 IRON PIPE IN FENCE LINE,1RIP
jF�RTI�1167...�076
152+00 IRON PIPE, 125' RTNET
LENGTH OF CENTERLINE STA. 130+00 TO 160+00 * 3000 LIN. FT.
9 158+00 1R0N PIPE, X30' RT.
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P.O.T. 177+45,75
CONC. PAVED DITCH REDD. LT.
I'V
END CONST.
158t50 TO 164$50 - 500 S.Y.
\
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STA. 15+00
c
'4 tt
i
STA. 168+04
3
CONST, TYPE
i
O
2
0
J
ST. mxx CO. ELECT
COOP
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80.LpxIX,xt3.
m
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t
it PASTURE � .l°
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(-
PASTURE
'31' E» (TRUE) i 11 C 165
CURVE DATA
PI, 168+04.04 •10+00 PERCH LRD.
N
A 3*53'
D 1°00" LT.
T ' °Sec.3'�
L 388.3
NF.. w,
5729.5
vRawx iT!'
'C ` LL0Y0 W. WALDROFF
�
PARCEL NO,9
x 2.52 ACRES
+t`t
PASTURE
L4D^(0Vd'WaLg60fF
MOOD!
+
a
POSTSMARKER
A
0,
s.
0 . PASTURE r,„r"^ ~ �!OCD
PASTURE
n iSTA. 165+65 �„r YiLwA— wM zt
CONST. TYPEVCONN. RT. WOODS w' r
iH TES N,
Uj
POT 3+47 �y KENNE t NE SE^`,N, DARRELL E. WERT
0 PARCEL NO, 10
BEGIN CAST. F® } �2•O'N°R i.87 ACRES
STA. 4+00 `M „„..-^^" p S S00 DITCH R00'D.
1 159 C SO TO 173.t 165+6 LT. - 340 S.Y. t
mow,^N•�' �-l9"W C0N5T$PE. FI60 T,
"E ; gam.--4tOOTO tetOO RT, - 44o S.Y. t
I-IB'X32°CL.QC.PREO'0
2-APRON ENDWALLS RE NFT i FNCTH OF CENTERLINE STA. 160+00 TO 184+00 - 2400 LIN. FT.
8439 B 70/71 t#t
STEEL PLATE BEAM GUARD REC`D. RT.
STA 170+50 TO 174f55 - 405 LIN. FT.
2-ANCHORS
8 t
CULT. r �°
N- $EC.
`9-*' STA. 183i-OO
T •3a.NsR 4CONT.
85X 24 CL In C.P. REO'Q
2-APRON ENDWALLS REND,
176+75 (IRON PIN. 100' LT.
fBeA,L5As6No6YY� i
SA2rsot
-
_
1130 Y l sEL CT a B AvE.ED-
-_ —
a boy cx. -i
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I20._ �: k .. I{2¢ 1.. +21
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