HomeMy WebLinkAboutG 1969.pdfIndex of Sheets
I TuVe
2 Typical Cross Sections
Estimate d Quartilies
Miscellaneous Quantities
3 Rig" of Nay Plat
4-6 plan and Profile Sit. 17+00 to Sta. 2 17 +00
7-T4 Standard Details
— Drainage Structures
8 - la Cross Sections
1566 3100
1988 6200
930
50%
IOA%
70 WPH,
Conventional
Signs
culverts in Place
Cniverrs Required,
ine
p or Range Line
Drop Inlet
Line
Pow Palo.
it of Way Line
Telephone or Tell3rai:h POie
Right d Way Line.
-- - - - - - - - -
R; 9 ht n4 ,I) ay n a FIE rs
Reference Stake for Huss 0111Y
"in
ince 1m8arb-d
"arsh
e or City limits
Trees .
I
,Line -
Ground VN't,ml
L L
V,'3y Or P.E.
to
Survey Line
DEPARTMENT OF TRANSPORTATION
DIVIS10"N VADF HICYMWAYS
111 mm=�
PLAN AND PROFILE OF PROPOSED
BALDWINH. 64
NORTH JUNCTION U.S.K 63 AND U.S.H. 12
ST CROIX COUNTY
PROJECT IDENTIFICAT� ion NQMPEIR
STATE PROJECT :71: 4]
70
T(CESGNA
T050-1(5)-
IN., 1 50 FT
s"i" Pq,j, $4,,e 5OFNen ?.,• 5FT,
C .... 50FVIII 5 FT,
mOFr 0 FT
BEGIN PROJECT T050-1(5) /80170 2 70
ST . 1 +00
N- 425,900 (tZOO)
E. 1,385,500 it200I
EQUATI ON APPROX. u040 FT SOUTH 01 THE SOUTH EAST
STA. 19+ B IK COR �i ER Cr S ECTNON 20. T - 29 - N, R - 17 -%s
STA. 203+ END PROJECT T050-1(5) /8070 2 70
Raj STA. 217+00
N! 427,l9Oit?0O)
ZOO)
HA M
uo:�Nu 5 El 1,385,500(
APPROX. 654 CT NORTH Or THE SOUTH EAST
COR;uER OF SECTION 24,T-29-N, R-17-W
'.T
T29 N
15 M.
i AL
Imo,
ALL COORDINATES SHOWN ON THIS PLAN ARE REFERENCED
TO THE WISCONSIN CO-ORCHNATE SYS'iEM CENTRAL ZONE
SALED FROM US G.S, TOPOGRAPHIC "AP ISALOWIN)
iVCISCONSIN, QUADRANGLE FOR IDENTIPICATION ONLY
Layout
fw 2ml
Scale
31111111111�
Total Nett dh 0,321
I
C""'I
O
--- I I/ - 7
Z-.
SE - SE
ADR[A-1 VANS04EPEN
REmMNC
0
,OHA ZEVENSEP6EN JR
AC REMAINING
NE - NE
L
7
-01 7
A,
STA41-17 NCYER
Ia
LNO RELOCATION ORDER- ----------
r--PROJECT t6EO-j(5)iSO70-2-2I
STATION 212+40,50
00 2OG NORTH OF THE S N
F E COR
SEC 24, T-29-N , R-17-'At 0�
J4
jet 9
END PROD, T050-1(5)/8070-2-21
S, 1/2 FRACTIONAL SOV 114 4-0.50
• END 200' NORTH OF THE SE COR. 15 17
'Z9,
SEC 24, T-29 O. R-17-1Y
7-
5 30 '-�i 23 20
�-203—+00 AH.=,— 1BA DWIN
L A Ul STA. 19:b 9�,60 BK.—�c ,-'e
_JI
F7
sO53-c REVAINING
T 4
STA 210 ++041.65,7U' USSH H 63-
STA.242512 AND O+COTN RD
PL 802
C,ILVIN L. SP,jt,,EF
8,203 AC REMAINING
jj
47 US POS
N 1/2 FRACTIONAL N'N- 1/4
6
A H
STA, 203+00 PROJI 758 8 EQUATION
F SK
I
STA, 19 H 94 00 PROJ, 370
BEGIN RELOC.�TION _ORDER ---
246
j
-I(5)/8070- -'El
STATION 18+27
BEM, 90750' SOUTH OF THE SE COR,
SEC, 24, r-29-N, R- T-W
VIS
TWIN, OF HAMM
TWO OF RUSH
c.."
SEA BOA 21,5
4
BEGIN 907,50* SOUTH OF THE SE COP,
28 SEC, 24, 7- 2E-4 . R-[7-4,
C36 32
NO . - — ----- BALOWIN
I
RIVER '7 --.. --— --
WN OF EAU
—
GALLE
LOCATION SKETCH
SCALE
M,SJOS OF HICH4AYS
SCHEDULE OF LANDS AND INTERESTS REQUIRED
I CEL SHEET I INTERESTS
ACRES
OWNER
ABER NUMBER I REQUIRED
1 4 T'A'DRTA'N A,,,,-',ER,EN--r- FEE
Q25
2 4 STANLEY MEYER FEE
024
�,7
-4 i RONALD SIEGERSMA FEE
4 003
4 4 JOHN ZEVENB N JR, FEE
010
5 4 CALVIN L SPINDLER F E E
0 0
6 4 FORT Kr.CZIIIARSKI, ET AL FEE
011O--
11rqIA,I OF PUBLC RCIDS
.. . ..... ..
NOTE:
"A"'Gs 5.0wi 04 TN'S atAT aFE -nE TR'-E
BEARINGS OF EACH TANGENT TO TrC NEAREST SEC"n
STATE HIGHWAY CCs'"FSON OF WISCONSIN
PLAT OF ;IGHT OF WAY REQUIRED
4 Z6 F�l PROJECT T050-1(5) 1 8070-2-21
BALDWIN - S.TH. 64 ROAD
NORTH JUNCTION U.S.H. 63 a U.S.K 12
U.S.H. 63 ST CROIX COUN I -e 11
0 '5
PO.7 13+4
P, I I
MI$
E
+
FE4CE
------------------
- q 3 Ta-R ula�
ANA
m
BEG. P
STA I-,
PEDESTAL (AjANVC4ED)
FIELD
19+9400 PROJ. 37OF-
3+9400 PROJ �370 F Ul S . �,2,!
20-3+00 PROJ 758B
USH 63
$070-2-70 ir050-1(5d
;7 p-- -
m
z
z
0
1
CONST, PE- LT,
0
24' 'WIDTH 0
OBLIrERATE OLD ROAD
7 STA REQ'D
STA 18+02
+
I - 16"X 38'C P. CLASSZ, REG' 0�
,APRON ENCWALLS
REQ'D
MI
20 0
PEDESTAL (ABANZOPC D
�:151 (8070-2-70
do
4
---------------
W OD FMCE
FLEW
T Cz'- -
-T-
PO,T 19+94,00m
203+00
STA.. 17+00 USH 63 TO 33+00 USH 12
PAVEMENT IN PLACE
_N, 8:`H2O'j57:
W
5o� US, _H 6
-S 1- 61 W
D
6
L TWN� RD, 52
r in
1 P4'
S
00 W
4'
24+0125 U-S�R 12
A IT L�'4E
TW I
0
MIN J—
A A
CONCRETE 8' 1 � '��
REMOVE DEW.
PEDESTA
-c
DETAIL
INTERSECTION
Ef MPLEWer YARD
ST,L 24+25 TO 24+70
CURB TYPE/J
LT
go.
CONC.
5 MARKER POSTS
CLEAR a GRUB VISION
TRIANGLE AS BISECTED
PEDESTAL (ABANDONED)
BY ENGINEER
A
ILI
TELE. CABLE
(ABANOOMEDI
loo,
TELE, EASL.E
FIELD
ET CENTERLINE LENGTH STA. 205+00 TO 217+00 iZOO
300 TAPER
wow
m
PIELC
CONST. PE. 35' WIDTH
STA. 208+13 RT
I-24'X42' C.P CLASS ffi RQ'D
2 APRON ENDWALLS REO'D
STA, 209+35 TO 210+25
SOD DITCH RT
7—
r �T;
8070-2-70 1 �51 /2
TOSO-I l51
m
LIT LIEN 631
USN' 12
SNP..L3'!.i
CONST. RE LT 35' WIDTH
STA. 213 +CO
1- 16' X 42'C.P CLASS = REQ'O
2-APRON ENDWALLS RPO'D
EtELC
;Ua4SET I
SHEDJ
PEDESTAL (IN USE) 60'
300'TAPER
40Q TAPEs---
PKDESTAL 6 IN IJSEt
MARKER POSTS FOR R/W PIELD
STA, 13+27 LT 2 USH 63
204+06
LT I
206t60
LT 1
209+60
RT I
209 +75
RT 1
211 +00
RT I
all +25
RT. I
211 +40
LT 1
211 +80
LT. I
1+18 TIPL
RD FIT I
n
m-
0
----- -----
5
-mom f°y
CONST. P.E. LT. 24 WIDTH
STA. 264-91
i-i8'X 30° C.P CLASS IIL REQ'D
--. u ; 4 APRON END WALLS REQ`0
� > m
• 4
� �yy
a
"}a0R W�rk
e
�,�rgJW..w�.„�,`" �,wrq. Iau",.°wW^.✓°*cr'S✓�w.Y v _..__
..:z zoo`--- U S H 12 TRUE GEAR. N R9 20 57 W
PEDESTAL (ASAH CNED: TELE. CABLE (n..... EC➢ W -� �.?ELE CABLE UN JSV
PERCBTAL bH USE),
aO P� 6 r -"•. __ �"+ _TEtE CABLCfliN USEk
V N f ♦q°R ♦ PEDESTAL (FNUSEjn
yf0 CONST PE. IB` WIDTH
FIELD �I.
EiELD uy y
�®® iYPLEMENT YARD �j4 STA. 31+7f} RT.
> 1-IS"X26° CR CLASS = RE4°D l
I �' wlZ B EGAPRON ENDWALLS REQ'D
. 4AP£ it.. h8'� -f.cf
z Fx+co c, � ✓' ' z�—
N6 C
i I
PEDESTAL ON wE) f pExa� CONST RE 35°W'DTri
STA. 27+00 RT " m
F f BEaIL— C° 1-16"X42" C.P CLASS= REQ'D. + +
N F zfz+is 2..APRCN ENDWALLS REUD. -" r
_.._.,.._.-e._ A
JOHN ZEVENSERGEN JR.
PEDESTA4 EINUE}
MARKER POSTS FOR RfW
STA, 25+45
FIT 1
27+59
RT. 2
26 t 00
LT I
30 +00
LT tl
32 +00
LT 1
34+00
LT. 2
34+00
PIT: 2
9070-2-70 �rQrvM T050-IM
!pt
k
END CONST
34+00
..
°