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TITLE
WET No 2
TypcAL CROSS SECTIONS
FEET AR& 2.
ESTIMATE OF QUANTITIES
HW MID —
WSCELLANEOUS QUANTITIES
HEFT mm —.
RIGHT OF WAY PLAT
PROFILE STA. 1+70 TO STA. 20'a—
MEET %a 5--8
PLAN AND
HEET NO, -y-I'+STANDARD DETAILS
kKET M111-14
CESIIN TEMPLATE "
MEET. 5-21
EA-, HWORK ESTIMATES
DESIGN DESIGNATION
ADT (t86S) 560
ACT (1984) 650
aHV t00
50 %
D 8.8 SG
V 50 M.P.H. N
N • 430 L+200')
E • 1,344464, ,870 (t200')
APPROX. 170 FT. EAST OF THE NW. Cat.
OF SEC.23, T- 30- N„R, I8 • W,
k W • 4
CULVERTS IN P•.xMk __ ___:I
STATE L*r,.
�
s ®®
CULVERTS RECGRR•".,_ ..
CQURTT L.M .. „ „
-, ^ ®®
TICWWSH40 OR RANGE. THE.....
DOOR INLET... ---------------------
SECTION LINE ...................._......._.
.._._.
POWER POLE,_ ..,.._,.
.,..,.......,
TELEPHONE CAR
POLE...
KW **(T OF WAY L.Nf....
RIGHT OF WAY _..,..,..
f .. /
PRESENT dpAP OF MAT LINE
REFERENCE 32AAm=-s-aUNS
ONLY:::.`:.'.,..._..0
LOTLM.___._........ ,......_........_.-------
TREES ............. --------
°r
rY
0OWPORATE CatCITY LIMITS.
PNF•ERTP L.ME ...,........
,"`."°
P
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TREES ,.......... __....,._
..
.. .
w
h
7RerET_RO MAT GR PE .....
RAR.FCM.°1..,.._
'_'. `.
GROUND ELEVA IC.-.....
.. riM !Y[
....
SASE. CIA iLWV•Y 6NE--..
�
GRADE ELEYAY�+,
DIVISIONDEPARTMENT OF TRANSPORTATIOM
HIGHWAYS
PLAN AND PRO j FILE OF PROPOSED
.; R
OAD
• +
- ----------- IDENT]"CATICH Jwa�
E ; FEDERAL
,
PROJECT RI.ICTOESIGNATION i S0552(9) 8941-7-7i���
D
RLAH ! Iw.{ Yw RT.
gCgLEg � Ppp Ff4H NOR. Y tH.'� 1 W R', �� YRKP. 1 IH. � t9lT,
CROiS S;Ct10N8 NCR. 1 1H, �4D !°T. WSRY,. t IN.®!D IT.
ffl 'm wm
ALL COORDINATES SHOWN ON THIS PLAN ARE REFERENCED
TO THE WISCONSIN COORDINATE SYSTEM, CENTRAL. ZONE,
SCALED FROM U.S.G.S.. TOPOGRAPHIC MAP, NEW RICHMOND 8 DEER PARK
WISCONSIN, QUADRANGLES FOR IDENTIFICATION ONLY.
LAYOUT
SCALE RILE
R
TOTAL NET LENGTH OF CENTERLINE • 390T MI.
OF THE NW, COR.
R-IT•W.
556-552.0-11.4
.eer
�.0
.aecw
M1N94'D WRRf!
m•egR. vi W9N!
o.s.e..2GESPSA w„R
MRRSLT--��// Tv
NRsaf YBRa�9MR'R•
5f 37.43
BEGIN PROJECT S0L5-52 t9
STA.. 1+70
'o
STA. 2 +05
CONST F.E. LT,
1-18'XZ6*C.P CLASS M REQ.0�DIN
10 :7_ - - ---------------
-- ------- i — -------
P.I.
STA. 26 + 40.60
AZ. ISC- 10'
z
w
gT HE- PIC-�O, *1 65',
me Q
SO552(g)
8941-7-70
I
lc lin- --------
------------------ --------
------------- ------ r ------- ----------
3i
s
CONST P.E. RT.
1-18, x 26'C,P.
CLASS M REO'D. a
STA. 1+ 70 TO 30 + 00 BENCH MARKS
NO CLEARING Ek GRUBBING
SPIKE 14 AMC!_ Po. T 7
NET LENGTH OF CENTERLINE STA. 1+70 TO So+OO - 2830 LIN. FT.
4= JNCL-,44I.c,Y.
352C-Y,
-jLmqL
7 z-,
------ T--L
7- 1
-7- -7-7
'7--7=T---
3 4 15 6 7 20, 1 2 3 4 zs
2
PO T.
STA. 42 a 8430
N
STA, 52h 94
AZ. ISO- 29'
......................_..".....
P.O.T,
STA. 55 t 85.63
x
v
a �
A a
p. W E
vm
STA
u. o O n ✓'(0 0
Nh f 94
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TA. 51 t% °'0 GONST.2TYPE'C' CONN. LT
NST. F.E. LT. r `Ir case Yco_. co24'X 26° OPI4'X 74' C.P. CL M REO`0.
M REO'O. r s 2-APRON ENDWALLS REO'O.
t� 6
trti$
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Wf
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i°^
a r=
STA.. 30+00 TO 60+00
CLEARING a GRUBBING —2 STA.
0
.A
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4- I
2i
B944-7-70
....—A-,_�J.1
_ ---- --- --__ _ _ ___ _ - y - ___ _ _________ ______ _____
STA. 52 r 94 so.
1`ormi CONST.TYPE 'C'CONN.FIT
s^ CRCee ELEC.CO-Op ,� DRAIN SOUTH
&�LCwiN,x
MARKER POSTS REU0.
STA. 34 * 50 TO 39+50 LT. B RT. — CO EA,
STA. 47+00 TO 48t50 LT. 8 RT. — 8 EA.
4
f fFE
Y
fC
S
STA. 52t12
CONST. P. E. RT.
r
ORAtN BK.BAH.
o
0
x
BENCH K�.J-;T9,-9
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f s ♦yt
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1 1...i y_ �... _ N ' .�y-
al-.
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e
< ( S 0552M I .'f I '21 II
STA. TO494 we s
CONST R.E. LT. iz z
1-24'X 28'C.R '^a SOD DITCH RE4'0- 2
STA. 73 i-OO TO 75+00 - 220 SO.YD.. i "
CLASS YQ REDID H STA.84±QO TO 86+00 - 220 Mill
NENE w RICNE CH
MCtW,wi
SR Pond
66` ° tak4
.—_......�z-if..a,r.x
x x z x. x 1E---"-x--.�--x X1I'"--+.' "- ""-^n"- x"-}L'."e P SN{ -� . _i r.._ __ _ ___
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50' w.i I f}" "wPoaN
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Ba�Cwv.w'S. STA" 76
E. BE.
GONST. R.RT,
1-18, x 26" C.8
z
W
u W CLASS ➢i REO'O.
N V
2 2 N !
,w s 6
SOD DITCH REdD. RT.
STA. 84+00 TO 89±00 - 550 SY.
STA. 60+00 TO 90+00 z ��
CLEARING 9 GRUBBING -2 STA. z -�
I® BENCH MARKS
� `.� F� � f. -srrt _"�-��Esc .mrcr
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t1__. ....:_.... _.....- a- . ....._ ..._ _ ... _ 4.....
ZZ-
8C. P1. P.T..
STA. 99 t 12.45 P.O.T.
STA. 96+04.04 A 3.05, STA. 102t 20.Ti y� STA II
Bt35.Bp E�55:27(91<=%(02
D • 0' 30
T 308.41' u s z
LC. • 61s.6T" s = z ® 8941-7-70
0
w
"x W E
Q x
W C STA, 99+21 CONST. F.E. C.T.
`E -X N A 3
= CONST. FE. LT.
C 26' C.R.
DRAIN PK. 8 AH. ;
r -q 4*r `CL L. la ffi REO'R IT cacx re�co
SPA. 105t40
OX N
CON9T. TYPE V
CONN. LT. obi x �.r �0
gg o DRAIN NORTH o�i b �� ....KKK.-l..x...�_. d"---- �.,.-., _ 1- -_ _. _ _
r Traces ® eb• o _.. _ L __
U __.. -
__-___.__ _ ----------
----
----------
STA, _ ..__...._
gP �SS w e T E EC cow?
eat.ow n wis. STA, RE FI
CONST. P.E. RT.
I-t8° x 26, C.P
STA. tp2P15 y w e; CLASS M REO`D.
CONST. P.E. RT. w m
ro# 1-I6`X 26°C.P. z i it
T CLASS M REO'D. h s °
N aR
1
sA z z
U �
v' Q MARKER POSTS REIDO.
z
w STA. 106 t 50 TO 110150 LT 8 RT. -10 EA,.
STA. 90+00 TO 120 +00
CLEARING 8 GRUBBING - 4 STA, a
J
a
BENCH MARKS
TAali
✓� ! e 1B2MW sa E �n T81.EPIaCp[ PaF
NET LENGTH 4F CENTERLINE STA.90+Q0 TO 120+00 = 3000 LIN. FT.
1 rO T tiw♦ap SR E, to TEeke«CpE WLE MT {p-Z�'.t�7
2 3 4
-------------
a
P.I. '_..._.
STA.127 t 83.70
AZ • I81.21'
N
asaw r ?o
P.O.T.
STA. ISO a 80.89
s
w
W E
i
z
n4
z Q
V
n
SYA. 137452
s-
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4
CON ST RE, L.T.
I-10"x 28' C.P.
CLASS HI REO'D.
z
W
a
V
Z
r
STA. 1404 SB
CONST. P.E. LT.
t-10°x28'C.R
..
-I CLASS IS PEC'D.
t+r
r,rt 6 5"
------------------- �_ _..__ ------- • .. 44p..i• —+" ✓ '<"'__"^` )gyp -.
4�
_ k ._ �•._.— _:�._.A._.yam„„�,...,i�_.}.......®_®._._.�..
L}q'a
30 vy r;
Sq,
STA. 133181
RALC vsfiS.gS
m3
¢ '
w
z CONST. P.E. RT.
¢
w I-WX24'C.P
-.
y
CL. M REDb.
sA
a
=
z$
a
N
Z
S
W
SCD DITCH REOb.
STA. 133#00 TO 133+75 RT. -80 SO.YD
�
w
o
STA. 124+00 TO ISQ+GQ
.. ,
3,
CLEARING 81 GRUBBING-2 STA.
ruc crn
nnsm Tn a4fl.i 00 • 3000 LI
. FT.
1
_
I
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I
;
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I
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i
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-
k
k =f
r
BENCH MARKS _
y0 9Td�� gESCP PT CN
�k3]�B�SPN�N FS'6�R FP�_..1�T TQ r =6}4Q t
I
STA,l5OfB0e9 STA154f23
t
8941-7-70
AZ-I80'39'
i.
AZ - 179 '14'
z
STA 180f$4,05
At
E
z
0
t
STA.154Q3
STA. 175t40
CONST TYPE "C" CONN. LT
CONS7 IS E. LT
DRAIN NORTH
DRAIN SK a AH
50 5
2!V
----- --------- 160----
------i
---- --------------
Z
ISO
------ ------
, Do
55A
OD
S, r X-.K-
-1 L Llc C"
3r STA- 154 123
z CONST, TYPE V CONN. RT.
STA. 175+33
z
1-24'X 74C.P. CL, M REOD.
CONST. BE. RT.
ED
2-APRON ENDWALLS REDD.
A,
DRAIN BKa Am.
MARKER POSTS ROD.
STA. 177:1:00
STA. 150+00 TO 180+00
NO CLEARING a GRUBBING
STA 169 00 TO 172 �I, 00 LT. a RT. - 14 EA. DITCH
DAM REQ`D, RT. $i
z
BENCH MARKS
TA
DES aiPYi
NET LENGTH OF CENTERLINE STA. 150+00 TO 180+00 = 3000 LIN. FT.
4--
mvf=
,
FEE'y-
-----
. ......
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-a
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=:zz
M
c—
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m—,
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tr—ot
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Waz-
: 1-240
X-
-OL
RCaD.---
15P
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---,Z�
FE
:=a=z
=4=
=-4-
7
a 9
160
f
2
3 4
165
6
B 9
1
2
3 4 IIA
6
8 9
too
fv°
STA.2G711665
Az-180®47`
w
a
a
wE
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U
Ha
wi
J
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Elu`
KA
STA. 202443
a
N
CGNST. P.E. LT.
a
1-19"X 26'G.R GLASS Et RE4'Q.
n' ;o
I85 _'_ __.__ __. ___ _____ ________ 190T�------�.i—,
.... __. am. ffi.®_ ........ _.�. (. X y
St. Ca NY {,tiC. CQ-CP
9ALCWIN, MSS..
6 �
W
J
a
INTERCEPTING EMBANKMENT REdQ.
STA. t80+82 TO 18C *50 - RT.
30 SO, YQ. SOD REDO.
a
o�
w Q
z z
3�
STA. TO 28fi00
CLEARING RING a0GRUBBING - 3 STA.
09+00 - 2800 LIN. PT.
195 _ 200 _ ___
495
a to 8
8
� rx"
a
I �S
6552(9)
PPP ... 8941-7-70
>r
W
z
a
3
z
w STA. 207+16.65
CONST, TYPE V COW LT'.
DRAIN NORTH
9 0
ra"(.�TRUEmm
STA. 202 143 z `:•" ""•"'�
W STA. 208+00
u CONST P.E. RT.
N a I-24'X 26" G.R CLASS IO RE1OMARKS—
W 1
4�_4-1.--ir,sS..Lv vi`ySa P4LE...___.�S__�t`�•
IS I�a+t4& (_SYKE_vlr?Ovfk pOIE ._J.T u3329
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