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SHEET Na I TITLE
SHEET NO, 2 TYPICAL CROSS SECTIONS
SHEET NO, 2 ESTIMATE OF QUANTITIES
SHEET,NO, — MISCELLANEOUS QUANTITIES
SHEET No, — RIGHT OF WAY PLAT
SHEET No- 3-5 PLAN AND PROFILE STA. 76+00 TO STA. t59+88
SHEET No, 6-12 STANDARD DETAILS
SHEET NO 13-16 DRAINAGE STRUCTURES
SHEET NO 17-26CROSS SECTIONS
CULVERTS IN PLACE
STATE LINE,
COUNTY LINE_
CULVERTS REOURED.- ------
I=�
........
TOWNSHIP ON RANGE LINE_......._®._.®.-..
DROP
SECTION LINE._........._....
POWER POLE--- ...........
NEW RIGHT OF WAY LINE .........
TELEPHONE OR TELEGRAPH POLE
.....
A-V
PRESENT NIGHT OF WAY LINE
RIGHT OF WAY MARKERS ---
REFERENCE STAKE FOR HUES
WIRE FENCE ---- -- -
is
9ARSEO---.--
MARSH.
.........
LOT LIKE ........ . ------ --- ----------------
HEDGE- ....
CORPORATE OR CITY LIMITS, ------
TREES..-....
PROPERTI LINE T
TRAVELEDWAY OR RE_
GROUND ELEVATION-- ...... -
li,,
RAILROADS
GRACE ELEVATION..-- ..... .
BASE OR SURVEY LINE-,
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION I OF WISCONSIN
•
PLAN
AND
PROFILE OF
PROPOSED
z
ROAD
.STA. 76 +00 END PROJ, S0936121
APPROX. [338.6' WEST A" 91S'NORTK
OFTHES.E. COROFTHE REY-OF
SEC, ZT, T-29-14, R-MW.
W20M
STA.
TD ' 59+88
APISCI I I' SOUTH OFTHE SW COR OF
THE SE % OF THE N.E 'A OF SEC, IS,
L T28-N, R-18W.
lw-vmi
SCALE
� A
TOTAL NET LENGTH Of CENTERLINE ML
N
it- 3
93C 0
wlx
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h eONsr
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95 STA96+8q
9Q CONST. RE ON RT
C-t5lx3v C!A.C.R R-10
ACCLFH VACSC 7
3 i P,p
P. ¢,
STA. 103 + 475
AZ 177*30'
a '* 2`30'
D 1' 00' LT:
T 125.00
L 25000
5',i.OI+SO
F .
JOHN H. THOMPSON
105
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ST Tp L,7333
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I f.: STA. . 99+23.4
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6 • 3' 37'
i n* fJ T 19090
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THEODORE KREAR AOCLPH MADSEN j I-tTX23"CN.CP R`10.
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THEODORE KREAR JOHN H. THCMPSON ,.
STA 7@a90
CON$T PEON RT. (/ yZ� }(� a
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t
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STA. 124.+3%i
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-_...... ___. STA, 103440
OONST FE ON Li
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ADOLF, MAN EMIL R NELSON
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ST0. d07+21 +'
OCNST TNRA APPROACH ON RT
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105
ST0.t20+63
OONST PEON LT
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a _
r-1ax25DMZP REQU
120 125
115
rue DNM FSiOatAL15
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126
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FRAIL R NELSON LLWJRD S
// ! 135
P.L CHANNEL CHANCE CURVE DATA -
STa 141+30,5 P.I. 143+4091 PL 145+20.53 ♦ S0930(3) 2G
AZ.-179'3'V 0 20"Off 200 O °O
.m T 37.91' T STA, 149+50 TO 150+50 STA.151+50
CONST. P E LT, -
L 75.00' L 150,Od PAVED DITCH 1-50"x 3Px ZB°C.M,PA.
STA. 143+00 TO 145 tO0 LT L R 25i,95° R 573.69 SLOPE PAVING MORTAR RUBBLE MASONRY ENDWALLS REO°D,
PLACE HEAVY RIP -RAP ALONG FIL
EMBANKMENT
SACK. a wEnzEL ET I59+8PROJECT S0930(3
GNN W. DAVISON JACK A. WENZEL f STA. 154+BB .
STA. 142+57 PROPOSED e. CH.CN.
CONST PECN LT.
1-1e 26°C.W,, REO'O. � ,/ p,,f .7 "
s
n.
m -
""T=----
_- _ l _
N
r~
STA. 142+74 / U
L S KOLBEnG
CONST PEON FIT t , .EONARD
L LEONARD S. KOLBERG y/ ICONS T 54+21
61( CONSPE RT.
435 taa `<:f! ISO _�„.. -_ . Iss
...-.._
STA. 145+50 TO 150+50PAVED DITCH
� (}0
. ` SLOPE PAVINGpf
BPPpp":�1 °}✓� J`Y �� ervC4. £CH5aARK
rIPTI 4I n�Ehy\ /,�, I0 n- cF �t4iC�cV
I
PLACE t
i., x'`n.=_.______—_--.5 c- _: ,%+rcmi ^,.ni ❑4 a„1, —,v nn a.. �r 4.
140 41 12 �430 44 145 c 46 04 f 4`9 +, 15a 5I 52 m 53 54 I