HomeMy WebLinkAbout1961 S1298(4) .pdfOF SHEETS
i'.DEX
,T NO.
I
TITLE
'T No,
Z
TYPICAL CROSS SECTIONS
r
.T No.
2
ESTIMATE OF QUANTITIES
-T No,
-
MISCELLANEOUS QUANTITIES
-T NO,
-
RIGHT OF WAY PLAT
,T No,
3-12
PLAN AND PROFILE STA, 0+30 TO STA. 294 +92.0
ET NO
13-14
STANDARD DETAILS
ET NO
-
DRAINAGE STRUCTURES
ET Na
-
CROSS SECTIONS
%03333s�
ATE LINE,
CULVERTS IN PLACE ....
XTY LINE .............
CULVERTS REQUIRED ......
NNSHIP OR RANGE UNE-------,'
DROP INLET.__.
;TION LINE_ ....... - ..........
POWER POLE,_...,,......_........... ------ --
N RtGHT OF WAY LINE.-. ....
TELEPHONE OR TELEGRAPH ROLE- --- --
AT
'SENT RIGHT OF WAY LINE........-. - - - - -
RIGHT OF WAY MARKERS...
WOVEN
STAKE FOR HUBS ON�T
REFERENCE -::-
IE FENCE
MARSH
BARBED,
_
UNE___ - -------- ---- --------- - ----
HEDGE ...
�g
IPORATE OR CITY L�MITS ....
TREES- ....
OPERTY LINE....
ZVELED WAY 09 PE.
GROUND ELEVAT20 N---- ...
LROIDS--
3E OR SURVEY LIVE
GRADE ELEVATION. -- ........ kL✓"
STATE OF WISCONSIN
STATE HIGHWAy COMMISSION OF WISCONS11
..wmmmm� 0 mmmmmmwmwm�
PLAN AND PROFILE OF PROPOSED
ROAD
Z'jjA:, 6+36-PROJ. S 129GI3L 8- G!%
APPROX. 3095.6 FT. WEST OF THE ;.E,
CDR. SEC, 6,T24N.R�M-W
R-16-W
jif(
BALD I
63
v, ", I O'I " -
I
7.
=gfA'ZS4+S2.6'FROJ S1298(3),END
T-30-N N APPROX. tZ,I FT. WEST OFTHE N.E CDR,
SEC,
T-29-N
LAYOUT
SCALE I;��
TOTAL NET LENGTH OF CENTERLINE - 5.580 Ut.
.......
..
298,0
11.4
1 W's
---- 64ft
oeomM.PETERS
-^'-
1�
36CONST REo Joew�m��w xs
i-24'n2ScxcensQu
* c 25+72 |
jo*mx.*/cmA*owSw __ `
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N6PTHERN STATES PO�GER Co
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5
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+| r--
STA� 26e
5U
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m+zsss
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COAST ORcCNx !
10
STA. 3f+2555
STA. 35 + 6945
Az —180*21,30,
STA.47+ 16
STA.54.61
E
CCNST - P E LT,
CONS7 FELT
f-24'*X26'CMCP RE4"D
1-16 X2G'Cr.lCS`
REQb
R[CHARD SANWNK
HENAN BOSMAN
BANNNK
HEIMAN ECSWN
�RICHABO
+
MAqSH
+
as,
+i
NC9�-,-EP4 STATES
POKER4CO
STATES P7NER C
NC;---,qN' C
MARsM
S7A 3t+25 5-9
STA. 5f-50
50
55
60
CCQ%STSR,CONN, LTaPT
40 45
CONST PE, RT
3-
I
_t59_jC' NUT_N -G
4 1 + 34 spa NLT N N LE' CF T06-,n F�L,_Z9
E:—Il 53-115 —7;P-�IIT �1_ _ 4 , ' 5-1
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9
RL
STA.1M +15.1
Al- lea°t7'
PO 1,
STA, It5+72.85
PROJECT S12 801
6 -ire
0
STA.10
CSJ 0'xZ —RP.LE. LT,
t- 3Q"x 28` C tAGP. RE9'D_
EDWARD VEENU40ALL WILLtAM J. COCRN NK
a
al �I aI
TCO
Ni
yl
t
95 too toy
ClINST FE RT „
W-
E
VLLtAM J. D09RNINK MALCOLM A. GCETZrNGER
..a -
M —
Ito 115
STA, f0+Y4
25'%5fl'CC1X P(PE tNACH PLACE
RE.`POVE
1-30%48 -.Mct r^. fi£Q`D BENCH MARKS ___-_
i"ry` Zvi ffESCRtPTY N L
g� 9g+G TJP GUTS n.Iw, tEG Cf Tii»Eni5 q 14— 9_.9
9 f C4+65 1TGP NUT NW _LEG OF TQ'n ER
STA. e t 6+ 83
CCNST Pa LT
DRAIN 8K.9 AH6.
?^h ER C.7.T----�
MALCOLM A. GDETZINGER
m
POT
STA. IZZ + 03.1
STA I23+56
CON , ST FE LT
t-ts X26,cvc2 PEOD
--�R _COLM A GOE7711,
UHwLLE EEPKSETH
--- ----- ----
8
am
STA. 140+77 TO STA 14'+30 LT.
I-- --1
R 1, 149+1263
AS, 170, 6,
CURE DATA
1381COOO
53 LIN. FT STEEL, PL%,TE BEAM GUARD PEDID
a 9' 44`
pl,
AZ 173'!B'
E° 2'
0 A- LT
7 121 98'
STA. I + 13
SOCONST
STA. �36+375
LT
D 4, LT
79 66
L z 43 33' PE, LT.
S E Q�z
GONST.SR-CCNN
T 159 17
L '
SE CCz
E,
racers '.54°
EDWIN R. KOVACH
ORVILLE ERKSE7H,
EDWII,
R. xCVACH
J
—E,
--------- ----
Z'
-4G-'
L 4'i1j
145
CUGVE DATA
G, r441765
150
140 AZ 195' 55'
Q�
S7A. 618 34
p t5* 55'
4' FIT,
135
CoST. PE. FIT
D
T ZCO 25�
130
STA, 140+95 TO STA.141+48 RT L 397 92
53 LIN, FT STEEL PLATE BEAM GUARDREJD SE OOGZ.
BENCH MARKS —
—ELV
SA T
Utkg LES0TG.ER -2
TO-_-
_-
Ov 75CNEErig TR
_G
'IT 'A En
DIE
I \ H YOB 9. I
air -tow"
STA. 150 +13
CO NOT. PE. LT
+1
NC R� ZEN, s
150 155
STA.162 l62
CON' f DITCH DAW1 LT
W — E
EDWIN R. KOVACH LEON RACEMAKEFF
MI
-- ---- ---- ------- ----- ------
160 165
STA. IC2+93
CO,iST OR CONN RT
S7A 71 +39
CONST PE. I.T.
LEON RAMMAKER NIEFIRL
J. %:NK
e.
+1
T5
-- --------
5 —5
L
+
Lj
wi
S7A M +CO
CONST F, RT
IM
m
TLF ,,,,T LEI F
p N'Px1NE-' '-=-,2,,RT
O
gu
Az-li9°4a
6
_ a
c'
f T
e
STA.882+25 RL
PAVED BACKSLOPE.
26 Sx SLOPE PAVING REO`0
STA. IB4 +50
CONST FE. RT
DRAIN EK.R AHC
m
PC FR. e`y'j.
1�
STa CONST RE
Lr
MERRRIL 3 WINK JAMES G. SCHOLTEN .� .._E
d
v/ Y
c
.e
»e
I
v I c
190 195 200
STA. 189+3P 62
CONST,. S.R.CCNN
LT a RT
STA.205+12
CC,NST: P.E. LT
w
N SYA y5 PCt R CO
205
JAMES G. SCHOLTEN
pm
BENCH MARKS
1 15 [ 4+84 SPKE N M-U E POl - 920 44 RED. 22L10
193:t57 GP uT1_d W. LEG C T W :i=91T 3T RT'. W,Ej
L i7_y2l]S+4.T yTvP uyN w_'iEa_.,P. TOhsR 83 3i�RTi f93.T4
d.
4
JAMES G. SCHOUTEN CLAUDE A, BOOTEN
---------------------
- - - - - - - - - - - - - - - - -
NORTHERN OW
ew
ROBERT U, CORWIN 'j ALDEN 0, YOUNG
215 4 220
210
C C N ST. P E. ON LT
1-24'N26tYCP READ.
w E
STA. 223 4 63
CONST. F. E. LT
I- 3B�'xZ2X26'C,M.RA, REQ.
+1
iv
5d
CLAUDE A, SOOTEN
----------------- ------- --
- -------- ------- + STATES Pc*h-,R CO.
STA. 236+96
CoNST FERT ALDEN a YOUNG
2235 240
25 230
BENCH MARKS
=SGRi�TION E CEV
YW LEG —0� T6,�:� 09
's Z�6+58 ,
F5T- 1 7-35- W:L 5 YTRT,1 24
57
,19-1 — �Fg::G:�
t,7k=2gEE Top 1,_U7N — —I,—
p t
STA 242+26
AZ- B80* E7'
POT,
STA. 248 + tS
OCT
STA,253+485
Nr
STA, V+ 98.7
PROjECT S[29WV//-'%¢
s )Z?s (//) // - If,
MAUDE A. BOOTEN
i
ROY sNCEyzNGcs
ff
E7N 5747ES CO
240 ?4S
STA. 242 +26 STA. 245+61
CWZ7 &R,CCv4 RE CONST RE RT,
1-°s"X26,C1,11CP REC'D
um
STA. 255 + ra
CONST PE LT.
1-tS'X2fiCM.P REQ'D
w E
an
9m
m
ROY 5WEYENaOS CARL J. PAELBY
7NP?U 5-_"ES FC7,4ER CC
+1
270
BENCH MARKS
0 '4
LLD 24(-t89-_TG. NU WER6 463
-e� RT� 1, 25
_j,'i W LE' CF TQ 1 2 [ 253+s5 , CP N , LEG 9F TQNEP=7?7 5RZRT 3
L_�Z 25�5 69 Of�W%W LEG OF TCSEF- '9TVFRE 255.15�
P,QT
P f
STA. 2 7tl + 96.7
CA. 295 + 04
r
%Z -177'48'
E%D 7=3jECT 5 Q98 (3) a (4}
STA 284 +;4
"y E
CONST. F. E. LT,
I- 24'X26'CM.0 P REQ,
CARL J MELBY
C4PL J N�LSY
+
42-
-66-
-- ----
TO STH 'I26'
7
-7
- - - -----------------
4fj
+
+
+1
270 275
280
285
290
BENCH MARKS
JC
PROJECT S 129N 3) /Z- 5rZ
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