HomeMy WebLinkAboutK 1969.pdfIndex of Sheets
eatNo..
I
Title
eel No.
2
Typical Cross Sections
eat No.
2
Esfirene of Quantities
eet Na.
—
Miscellaneous Quantities
set No.
3
Right of Way Plot
fat No,
4-6
Plan and Proli le Sta. 17 +00
feet No.
7-7.4 Standard Details
eel No.
—
Drainage Structures
set No.
B-12
Cross Sections
to Sig, 2 17+00
PLAN AND PROFILE OF PROPOSED
86ALD
NORTH JUNCTION U.S.H. 63 AND U.S.H. I?-
ST CROIX COUNTY
N
esight Designation
D, T. 1966 3100
D, T. 19B8 6200
M.V. 930
50%
l 0. 1 %
7C MPH,
Conventional
Signs
;fate Line . ....
Culvertsin Place..
:ounty Line
Culverts
p or Range Line -
eownshi
Drop Inl;eil-ine
PowerlewRighf
Way Line
Telephonof TeTN-raph Pole
'resent Right of'Nay Line --
----------
Right of VlayMar�ers .... ..
van
Reference SlaWor Huts Orlly
Wire Fence
Marsh
xt Line - .........
:orporate or City Limits
Trees. .
,,operty Line. Way or � P - E
aveled
Ground Elevation
EE
tailroads
3rssf or Survey Line,
Grade Elevation
PROJECT TOENTlFICATlCri NUMaER
SATE PROJECT CEE�GNATOI
ff88 0 7707
72
77!On
0 5 0 =-
-�1(5)
®0
� N— 7- Fr,
50rTv.11 tin. 5 FIP
501`1`1-1 •,,X 5FT
HOOFT MET
BEGIN PROJECT T050-1(5) /8070 2 70
14STA- U 4 2CZTr 0 0 tOt SO M
E ;� ?,385,500 sc 210)
EQUATION AppRoy 1040 F7 SOUTH OR THE SOUTH EAST
Or
STA, 194�94 BK. CORNER OF SECTMN 24,T-29-N, R-97-W
STA, 203+00 41H END PROJECT T050-1(5) /8070 2 70
4
Ri7W ------STA. 217+00
ji�� _, I V
T ------ N : 427,180 (1200)
HA WO' IND �3 A'
Et 1,385,500IZ ZOO)
APPPDX 654 FT. NORTH Or THE SOUTH,EAST
-F7 -17-W
-29 -N, P
Harrod
CORNER On SECTMN 24,T
TZ9 N
47
ALL COORDLNATES SHOWN ON THIS PLAN ARE REFERENCED
TO THE WISCONSIN CO-ORDINATE SYSTEM CENTRAL ZONE
SCALED FROM U.S.G,S_TOPOGRAP-iIC MAP (BALDWINO
WISCONSIN, QUADRANGLE FOR MENTIFICATION ONLY
Layout
Scale IN" 24l
t-�
---mm*Bm�
Total Net Length at Center line - 0-321 rlrl,
iIM
C--,
nFlc, and
- ---------
--- -Z ----
AONlAN YANSCUERE-F
I084s; AC REMAINING
5
, . 1%
+
JOH 'k ZEVENSERGEN JR
91 836 AC. REMAINING
NE - NE
III
Ff
c ix
,STANLEY MEYER
9 36 AD
Im
E.tjD RELOCATION -ORDER - -i--
r- PROJECT TQ50-iII5)/S6Fo- -21
STATION 212+40,50
END 2CONORTH OF THE SE OOR
SEC 24„ T-29-N , R-17-W
S. 1/2 FRACTIONAL SW 1/4
4OR 4,
-�� �OL
�C'��25 '301/-"�
953 AID RENAmNG
S I TA 210 +46.571' A S H. 63P
STA Z4 +01.25,p S H 12 ANO 0400 TN RD
AL 2OZ
CALVIN L.
8,203 AC
SPINDLER
REMAINING
J
PL 47
V2 ROS
S i
N V2 FRACTIONAL WN
1/4
6 'j
,Y�
-,F
o
STA.
STA
203 +-00
tq -H 94.00
PROD. 758 B
PROJ 370F
AFT
BK. rEQUATION
BEGIN RELOCATION ORDER
-S
-----p R—oj fff --- f6 E 67-(5T / 0 7 d—Z - 2-1
STATION 18+27
BEGIN 907.50' SOUTH OF THE SE, COP
SEC, 24, T-Z9-4 R- B7- W
Cl,,, CIA —, %,OAORC—E-+T
�'•F CT
TOTAL
"ILY, I,- "I
4
SEA 50A 2L5
4
8070-0-70
T0-'04(5)
13
/0
0
LLZ U.
00 Oi
z22
31 31 CV
END -PROd T050-1(5)/8070�2-21I
STATION 212 -H 4oI
END 200' NORTH OF THE SE COP I I,
SEC, 24, T-29-14, R-17-W
7 ---V
II
•
21 4,f 2$
I J/ BEGIN —TO50-1 70-2-21
N STA. 203+00 AK — K STA. 18+27,00
--Zl r
SALCI BEGIN 90750' SOUTH OFTHE SE COR�
SEC, 24, T-29-N,R-17-N,
35 36 t 32 1
TWIN OF HAMMOND, L�'- J�TWN OF BALDWIN
I -R, VE
TWIII OF-4�TSH IS .. IWO OF EAU GALLS
0
-O�
0<
L!
=I
2'LO
3:= 1
.1 w
LOCATION SKETCH
SCALE
pn�
O Z.(
LANDS AND INTERESTS REQUIRED
SCHEG_ULE OF
T ACRES A,H� Y'3ZEF
TOPERATIONS1 PARCEL -HE E INTERESTS I.NUMBER
OWNER REQUIRED PR J."NUMBERNU
F
Q
0 B 0
070- 21 1 4 1 ADRIAN VANSOMEREN FEE 0,25
2-
2 7
1-2 8070 2- 2 4 1 STANLEY MEYER FEE 1 0,24 ------ --
8070- 2 1 3 4 1 RONALD SIEGERSMA I FEE 0,03
2_
�O 2_
07 2 4 4 JOHN ZIEVENBERGEN JR,
0 -- , _ I----
_FEE
80 0 2
80 0 2_ 2 11 1
_ 2 11
7 5 4 CALVIN L. SPINDLER FEE 0,05
— --------- -
69 TTQ
4 ROST KACZI.IA',RSKI, ET LL FEE
607T3 I DIG
OF PUBLIC ROAD
NOTE:
II,ARIN55 S.C., Cf, THIS 'LA' -Ft 1bE TR:E
SEAR NGS OF EACH TANGENT TO THE IIEAREST SECCND.
STATE HIGHWAY COMESXDN OF WISCONSIH
PLAT OF i0GHT OF WAY REQUIRED
PROJECT T050 -1(5) / 8070-2 -21
BALDWIN - S.T.N. 64 ROAD
NORTH JUNCTION U.S.H. 63 Ek U.SA, 12
U.S.N. 63 SCALE ST CROIX COUNTY
0 I00 200 cco
POT 13+4544
19+9400 PROD. 37OF- USH 12
2034-00 PRGJ, 758 B USH 63
8070-2-70 T050-1(5)
NET CENTERLINE
STA, 17+00 TO 205+00 -494 LK FT.
Pt
0
vna
r
-----------------
rFFCE
BEG. P
STA 17
PEDESTAL J.D"ED)
FIELD
+ z
OBUTERATE OLD ROAD
CONST PE, LT 24' W[DTH
0
+
7 STA. REQ'D
STA. 18+02
I - 18' X 39'C.P CLASS= REQ'C o"
APRON ENDWALLS REQ'O
PEDESTAL CARAK'CNW
0 0
0
0
jG:l U5. 8070-2-70
F- li
+
+-
MI
------------------
TFLC. CA8LE -!'m USE)
PEW
F__-h9V_lQ
PO-T 19+94.00- 40_50 US H 63 -1 u 5 3: 8070-2-70 E,
203+00 6+00 L TWIN. RD
Z4,
24+01.25 U.S. FL 12 -_:TR - _NE 7- _L' N E- TW�L_RD
STA, 17+00 USH 63 TO 33+00 USH 12
CONCRETE PAVEMENT IN PLACE CONST� PE. LT 35' WIDTH
REMOVEo ai STA. V3 + 00
IS' X 42'C.P CLASS 131 RED D
2-APRON ENOWALLS REO'D
0- INTERSECTION DETAIL
�RFtl YNU`LE'AE-I YA.D FIELD
STA, 24+25 TO 24+70 LT
CONC. CURB TYPE/J
5 MARXER POSTS
PEDESTAL (ABANDONED) ll/ iTS7 0
WA 'SICF
CLEAR a DRUG VISION
AS DIRECTED
TRIANGLE P E 0 E STA A 9 A N D 0 St G) "IESTAL (IN USE) bd
ASP
BY ENGINEER 40'R END PROJECT 7050-IM
17+ 8070-2-70
A
1 300' TAPER
--------------
TRUE BEARING N.C* 22 2
w -
----TRUE -8- ----------------
4C0 _TAPEq +
61!—'lr PEDESTAL INN USE)
MARKER POSTS FOR R/W F106'
STA. 18+27 LT. 2 USH 63
FIELD IFELC CONST, PE, 35' WIDTH204+08 LT I
I Z 206 t 60 LT. I
GGGG STA. 208 4-13 FIT 209+60 RT.I
I-Z,V*X42' C,P CLASS RQ'D \6 PEDESTAL tIN USE)
2 APRON END WALLS REQ'D 209 +75 RT I
211 +00 RD I
211 +25 FIT BENCH MARKS
STA. 209+35 TO 2I0+25rt ZTI + 40 LT I
)
SOD DITCH FIT 2 11 _+� 80 LT I NO �T A, ESCRI-TION ELEV
1+18 TN_ RD PIT 11 a BALDWIN 4CPHYDRANT4WOORURTiaj1jQQ_Q,Q
NET CENTERLINE LENGTH STA. 205+C0 TO 217+00 A 1200 LIN, FT. ?t-o4-6o-LKE-EL-mLFtK--ST-E-EL.P-o-sT--m-LTL,0-4 _83
USH 63 :'7211 C.y,
E3 RO24 C.Y. �USH I �211
------- ..
------- -z! FILL USH 63 i2zz CY11
_4 -------
_7== 7 lu" '12 1430
SSG. 1.3%
- =-
115
115
BORROW 96 C.Y.=z=7% 7- 1 t:__ _7
7
110 1 110
----------
- --- - ----
-z7,-
-7-
-77-
I(ra
105 1 7:7- _7 =!z
----------
--------- --
Go
00
- ----- STA�---
------- A t�_ PLCE REMCrVIEi
z l-24"X84 C:ULV. PIPE CLA3S nr REDID 95
95
----- -----
-n
----- ------
------ -----
90L L 90
-7—
-7,
7,--, -77 77
0
0 0
I
PEDESTAL (IN USEh 4� (CP i t t
sp
t t
i t v
I
u o t
FIELD a �
v
ti ,t
( BEG TANK
PEDESTAL (IN USE)
i w I
P 6
S
A t
a to i
NNX v�
d p
CONST. P.E. LT, 24' WIDTH
STA, 26+ 81
1-18`X 30' C.P CLASS = REDID
APRON END WALLS REQ'D
t \ WAYSIDE
� a Q
z +
.(vf`LJ�ew.w-+.�.�"c'.. .nuY..u�nuu✓s.i.Myu,r 0 t%��'4a- V'4"
rt. 4 4
4 p o
— ' ..'� USH t2 .. TRUE GEAR. N89 20 57'W
'TELE. CABLE IA
YELE CABLE (ix VSC4
PEDESTAL (PN GSE}
V
gA' pjio CONST P.E. 16' WIDTH
G' IMPLEMENT "RD m2 FIELD
a STA. 31RT
}' 1-IS'X SPICE! CLASS a. REQ`D '
w a APRON ENDWALLS REQ'D
z PC
~n a�
CONST PE.. 35' WIDTH I 4
!G.TAP?R STA. 27+00 RT.
iiz""+ss I-IB X42' CP CLASS II REDID. + e
it 2-APRON ENDWALLS REO'D. a
JOHN ZEVENBERGEN JR.
PEDESTAL (IN USED
MARKER POSTS FOR RAW
STA,25+45
FIT.
I
2T+59
RT
2
28 S 00
LT
I
30+00
LT
1
32 +00
LT.
1
34+00
LT.
2
34+00
RT.
2
8070-2-70