HomeMy WebLinkAboutK 1953.pdfINDEX OF SHEETS
N0, I TITLE
NO, 2 TYPICAL CROSS SECTIONS
NO. 2 ESTIMATE OF QUANTITIES
NO. 2 MISCELLANEOUS QUANTITIES
4, 0 3. A Rt',.HT OF WAY PLAT
'., NO 5-9 PLAN AND PROFILE STA. 280+0 TO STA.384+0
No. 10-15 STANDARD DETAILS
NO — DRAINAGE STRUCTURES
NO 17-4E CROSS SECTIONS
CONVENTIONAL SIGNS
cmv ERTS Rt PLACE.............�a®:.r>�=-=:�
E. LINE.....
.WAN. ®®.s
CULVERTS WEQI%IREO .-.,.
�.
IT LIPS...
""P OR RANGE SINE .......
--..� CR01, MtET....... ....'�.'
NON LINE ._. .. ...
PAVER ROLE_.....
u TELEPHONE " TELEGRAPH POLE P
RIGHT ON RAY "_ HE ..
•—.--91HQF WAY MARKERS....SS
.Y..
�_....il
SENT RIGHT OF MAY t'HE ...
— -- AEFt
PoEFr arNCE STAKE fOR NU650NtY
O -gg F-R^,^
:FENCE WOVEN .....
.—,—
� MARSH.,......
>h.+, e,.
L.NE
,OPAYF OR CITY L,Wi75
TRR_RS ....... .,.
PERT LINE
d EP.RO WAY OR R E
SA' 40 ELEVATICN .....
ROADS U
OR R
� rRApE ELEVATION , .....
r
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION OF, WISCONSIN
PLAN AND PROFILE OF PROPOSED
CROIX ; POLK COUNTIES
MN I'H. BM RT.
KAIZ$ MWRB N00A.. 1 BN. ®AM /Y. K1lT. B IN.'m }O FT'.
R.
LAYOUT
SCALE a �--LE---� NtLg
NET LENGTH Of CENTERLINE R 0.G57 ML PROJ. T028-2I71
NET LENGTH OF CENTERLINE w I.36G MI, PROJ, T02G-303
TOTAL NET LENGTH OF CENTERLINE . 1,945 MI
S
RAR H�Pn[AT
p(UPA RTY(MT OR C4NM[k C[
COMMH.MM 4[ vn.COw(tM
#RIA. AN WltiC RtlA05
�
MA4HCM, WTL
w T,Rra a Y 6 Q wJIR
R#y.',pMMRN4R9 F4W al'RMCe!4l
oaTRd _.�•c�. ��,
nII-Otlx'a'.
an•wov[o:.
T Q'_
T 02s-S CS%
MaNTY Am, 7E CLASS AID AGRCEIE'l L — CI ' SIxt,
�42 AID I — — -- -- ----I IV.BER �ES"
SECT(Ol FEU
4-1
55�1
f 28.2 217 5N
TC,WN
OF
POLK
ST CROIX
Ll LTIE
NW - NW
P, 306+TL.35
20 32'
D. 2. 00'
T 544, 75'
NE NW
L 1076 66'
STA. 314 + 6 8 + 3
FA R M I N G TON
COUNTY
614
3 4T 66 3
COUNTY
Ae
NVY NE
0,
SW -NW SE -NW
A A 9 4-
4
OF LANDS AND INTERESTS REQUIILu
SCHEOUL-
7A`RCOwN ER 'a0RE5INTEREST
!EDWARD LAVENTURE
2 THAROLD J.SCHACHT4ER
3 Eva PROVOST IW40'
4- CPQL-K-W;-NETTSXC SO* I ------
c
T ON N
NE -SW
T
40
SW -NE
P L-26 71 94_4
OF
pro, NW -SE
PL. -274-42S.S
NE -SE
SE -SW SW -SE SE SE
CL
w12
?L
?0T TO Ztl
STA. 274 +S
E4D OF REgOC_6R=Ea__
pj0j T029-2171
STA. 3s4 +68 3
LOCATION, SKETCH
SCALE
STATE }qGHAVAY C01,01ISSC O= WISCON"
PLAT OF RIGHT OF 'Yli;." REQ?jIRED
PROJECT T028-2(7)
SOMERSET — NORTH COUNTY LINE RC,
S. T !4. 35 ST CROIX COON-
SCALE
V4 CDR :3,0.3 E. C F t
L 411 , � _1_11 2L
6 LT
0 26 T
CULT
4O PAST
N'd - SE
NE -SE
CULT
9-2-- -A
3e
CULT
P 1. 376+223
n - 31' 23'RT
SA -SE
SE -SE
D - 2' 30'
+
P T 3
T= 6418'
F HT-7-
L 1255 3'
R 2292 0'
3 19 0
I S
50 ' t
50
R
35
375 1
_3Z5,+ 6 4-
75
75-
23,61 ACRES
NW -NE
W NE -NE
c
CULT.
017 ACRES
Mf
FAR
5.31!
ir
SW -NE
CULT OCR
I.,. "'. A, T-
oi
z4ACAES
NE -SE
SE -SE
110mr
-,t " ^,b SW — NW
'Pl
t�p
36.4 ACRES
Cut.T.
NOTE: PRESENT RrAf 33''JN-ESS
SHOWN OTHER'NtSE
17 32 ACRES
CULT
Nw -SlIq v NE -SW
+4
M.32 ACRES
PAST. 0.58 ACRES
35,U ACRES
SM-sW
CULT.
OSCEOLA
mom
wis,3
451
29
21�3
5N
4
SGHELULt Gr
1,114
a 'Ll, ---- ACRs L
MORTGAGEE yg
NO
OWNER
DE
RE0,0
---- --, ---- 1 'o
'PuSEP" CLEM PARENT 5 *F A
r32N A 19W SE- 35 Si/2'5#
5 94
FEDERAL LAW SAHR-ST� FEE Sl-�-E 82 -4 4
NONE
— -----
SS Sw-sw
5 22
z
EWE L BEERS ft'MR HELEN T
m �-Nw
� G7
34 EVZ-NE
8.49
27 scF
0.38
------ i
3
VIEBACICK M WF, LUELLA
0.15
ts
4
ARVERS MUTJl' TELIM
5
R.E.A. _.CENT';PIA (PCLX CO.ELECT
.......
7-
STATE HIGHWAY COMMISSION OF WISEC, —114
PLAT OF RIGHT OF WAY REQU 01
PROJECT T 028 — 3 (3)
SOMERSET— OSCEOLA ROAD
S.T,, 35 POLK COUNT)
SCALe
A,
MARC" J7,
PO' 256.4305 0'
BENCH MARKS
t 0 STA OE5MPT10N ; ELEV 280+55 NAIL IN P POLE RT'18345.{
(-. 294:BZ NAfL rN PPOLE R'�t97
FEDERAL. LAND BANK
NM 8WLLARGEON
STA. ZOO +0 CONST T
APPROACH TO PRESENT GRADE PO-_ZQ_ _ _ f °
. r � t
E
290
,BF I,E�
295
55.t 282 24 7
POT,. 296+ 39.9
.sp qg. __. .__..
'3 .._a R
8? M
N?'38`w.
_'..-... _:._
Yt °_{u .. a. .. ..... ...:. ... . _....._.
_...
...
S.R APPROACH
'
RE
Y4 CCH9Y
f(
C 4P F F Y:'.I SIC-' 1 'S.
5QJ7.-}yE—
k
OBLeTERATE OLD ROAD44
3S
` STA. 28B+0-29t+0 RT
CULT
,_._..
+
STA. 291 r 30 S R. RT.
.
I—X8'X44`CP PECD
STA. 290 r32 PE. RT
1—I6`X 26 O.P RE O'D.
q:
EONARD LAVENTURE
pF
9E.GIN_PROJ._ T 029-2{Ti_.,,°
STA. 28O - 00
Pt(
t�
cn
m m
9
280
2
UNC. EXC. *,960 C4
UNG. EXG. TE.} 30 C-T
FILL (SHRr-2M 15,688 CY
FILL, (PEAS 81 5R.1 350 Of
PROJ 0,8 t
aE
STA 301 t 0
f-30'x V20' C.P REOD.
a
p1
♦
11
Qt
N
N
IN 0,1
QI
N
nQl
Q
h
?: T
IT
+tj°
n! "3 Ci
'�'QY
.v Q1
4
rvm'T
qt
N
N
M
.T
•�
o mm mm
z�
m9
°
$ a
4I
43
g
9
300
6
MIT
A,
m
$
'
F9
295
6
®n
•
e
9
290
2
285
6 r
BENCH MARKS I
. t. E�1314
_- 4.cR PrloN EIE.V--
87 NAIL IN P POLE RT 197E7qP s. 306b 7o 35 1_. _� 55,E 28.2 21.7 4O 4G
0,. 2° OO• ' zi 00 NAYL IN TEL POLE 85' FIT I8000
0+ PROD. T028-217)
T" 54475
,., L a t07666
t SE.= 03l FT r
0.
1a
eA
_ PAsruR¢
^
V .. ~ Y d h z •..
r •" i r_ 30 a' c) p Q c
--' FEDERAL LAND BANK
30O V C 4 O z
END
O
-" € Ht ♦ew " ��,�^-'"--...-.' a a R PRQJ T02amZffj—a-2LaH`JNlNC GF
PROJECT TO 26-3(3) STA. 3t4+68,3
PC 306+7135 3_
A 21• 32 LT.
�a
p
�.—......_._.__. ___._._ ,., ,. _.... PRESENT S.T,H. 3S
_— NET I� LENGTH STA. 300+0 TO STA 314+B83 -14683 UN FT. r_.._.
6825 GY«Ys AND.EXGt
USG E%0. C
FLL(SNFiG. p5%1 5Z34 G.Y. , FILL(SFIG 25% 40" G,Y. �
t �
I
HAUL FROM STATIONS
_i ,
N '
St4: b8.3 322+95. 913 G.Y _ —
r
-------
F77ig
� r
i
,
I e
g
1 I ,
I
)
+N+tt fQ q pmj Q Y1 ..® xf py A a�Ct N O I®- tl�i N O AsM1 tV Q P tll N P !< YA N Q
arOs LrW �m 'IOr n6i a n0 agy nAe smm o w ®m nt+ P Fry on etDp rn rg n� vt 9 M�
6V a N r.— oPOi vm �d}m o�tA n2 a :m ®m Mm rm om nm Z m am�® '�m 4w+
�. w e o n. n. �. • • a n a "
3 .._._ 4 305. _.__6 ... 7 8 9 310 I 2 3 4 315 6 7 _8 . 9 320
w
a Rp T. 314 a 68.3
+ UPOw Piwk
a
04
/ BENCH MARKS �.."....
NO{ STA T DESCR I PT40N
f� f 6, �.� 17-3R4+40,. fNAIL I; TELE POLE 85RT 18000J
a
A
•�. P(b.T. 322+BSS J.C. PARENT 8 WIFE REGINA /R
.00.
t°", �• 4 ( IRCN PCO F C. L BEERS 3 WIFE HELEN
f? PAST °� CULT, PAST'
_ f 65' G W4 RUGT
NEW PC.
eo
32Q ° 325�`"�., 33Q� 335
! �^d EW PE. �y 'r
PAST T� CUL%T / PAST /
STA.. 3t4+ 68.3 S.R LT T,
2-18'X 48"GULV PIPE REO`0, J. C. PARENT 8: WIFE REGINA / • .�> •'^'
\ C,L"BEERS 9 WIFE HELEN
BEGIN PRoJ. T028-3t3?yl
STA. 314+.83 aY+°
CENOOFPRO.}. r028-2(7)
PROJ T023-3,,
COCE 48.1 -28 3 -2'_
cI-T
GC°aSFxuGP PE 75
P
+ n
n'
CCnSTNJGt PE
GJLT
STA. 34Q+ Q_• 25317 LIN FT.
PSUY-.&._EXG.' , TY , + ! asa <Ts UNG. EXC _ 9675 Cy
4 _FX¢ 14aQi7, GY
FILL (SHR°G. PSXA -7137 G.'C"
FILL lahR ES$t IOa7'C'3`G.Y m 11,026 ,cy
HAUL TO;STATIORS'
J.�EXG. 622CY
fltkf5M0.23W 5Q`[CY.
I .
• g 1 t ? = � -_ a -L, ',::. f �- � � « ! «.— _ ' e .-
iE� a
}1-
`AK4.�
4. 1
-
LL
gar cZa ! C _ 4
.....STA..34Q+C
>, t ' ° ""! -4 ♦ — " ( : .._.. i ,. .r. _ F30'x124' C.PREO'm
•..'� !! _.......' r . , .: ... " �- ,- ,::.. :_ _ ;. :_ , �._..� ({ STA.32ta SO
•`?'�f. 4S!__.,_._ f .: �'__. ` _ S'fA: 31 `1072"X 801GfTT'CC PA` " , I 1-24'%124' GP, REO'D. -
t._.., Y. `'...QB_.1 , 4'REWD4R.cQF1r . a. ... , n _-
a
� e 1 ,
4 i
W !m : m
__ .,_............. ..�_._._.tA ._
M1AA
m _.A.
31Q t 2 3 4 315 a 7 6 9 324 1 2 3 4 325 9 7 ®_ 9 330 ' 2 3 4 .. 335 6 t 8 .. ..9 340 1 ._..
8 R 8 'a•.^ S R S R 4 0 o n._
+ +
?4G
STA, 351 , 0 PEI LT
I- le"X 26' CULV PIPE REOD
CLARENCE L 5EE'P',,R HELEN T
t
75 P0T349*758
/CCNSTSRAPP"A It
345
T--
OBLITERATE OLD ROAD
STA, 347470 - 349 a50 LT 5 P, 14 1 POST 05.
BENCH MARKS
NO' S�TA ELEV
._J---ov�RTPTIcN ------- -- , _ 8 4G'
PROJ TO28-3(s)
C CL
LARENCE L BEERS 5 WtFE HELEN T
PDT 364*258
360
365
C"St PE
STA 35tl + 20 — 352+30 RT.
—R.P 9
—M,p SIC IN P. POST Io 3
STA 347 + 50 S R. LT F3 m CLARENCE L. BEERS a WIFE HELEN T
1-18'X 44 CULV, PIPE REQ'D 74—
STA, 352 + 50 S.R, FIT STA 367+50 PE LT IS RT
1-18"X 44'CULV. PIPE REQD, Z- 18'X 26' CULV PIPE REQ'Q
IV6
CLARENCE L. BEERS AND WIFE HELEN T
CCCE' 46 28.3 23.3
370
LT
7
7
Nao
OBLITERATE OLD ROAD
STA. 375+40-376+60RT. 5
STA. 376+10-378+0 LT.
t Ro PUN RP S.K Il k.CST 10 03'
.4 B9 TR. LINE P� �7,5± �
CULT 30* 57 RT T I I if PPSPK t.TEL POLESSO
CULT
S, F. POST 02,2,
CULT
CLARVIC-E L. BEERS 5 H.FE 'El-=-�A T.
�T:
jj-7
A:]7 ;
`4
7
E�-
T-�
,7
ONSTIS p 3,
6+223
c 3123,
RT
2. 3301
T • 643.8
L • 12553
R. 2292,11
04/FT
CUI T
CJLT
aim
BENCH mi.
wl
E:
374 + 45 NAIL 14 24- ELM I55'R-, 25239,
PPDJ TC,28-3(3�
3ii9 25 ATE C57 3-23 3 CCE 45 -3
CARL 'CVBROCK Sk WIFE -'JEL'-A
CARL VIEBROCK a WIFE LUELLA
CD
51-'4cz�zaz Y
t CVLT LT
4- 0*26
90
Ij
PAV re
-T
CULT
Ca LT
as rF
JOHN W. KROMREY a WIFE AUDREY L.
TRANSl- LINE
P� ��no �,"N PIN)
CARL WEBROCK a WTE LUELLA
Pe
E^dG OF PROJECT 7026-3
-7- —Al
-7
UFM EX
F� LL SHO 25 6340. LVIMM25%l 2; FtL
FIL14 SIR 370 OT 56 ISH
-4 - --- ---------
4.
T-1
+ -
+
L i--T
r T
7
UP
1 5—
395 ACID
7 8
man 3 4
3 4 37i�
+
+