HomeMy WebLinkAbout1961 S1275(3) .pdfINDEX OF SHEETS
SHEET NO. t TITLE
SHEET NO, Z TYPICAL CROSS SECTIONS
iSHEET NO. Z ESTIMATE OF QUANTITIES
SHEET NO. — MISCELLANEOUS QUANTITIES
SHEET NO. — RIGHT OF WAY- PLAT
SHEET NO. 3-T PLAN AND PROFILE STA, O+US
SHEET NO. 8-9 STANDARD DETAILS
SHEET NO, — DRAINAGE STRUCTURES
SHEET Na — CROSS SECTIONS
STATE OF WISCONSIN '
TO STA, [44 <UQ STATE HIGHWAY COj%jsjjSSIOj%q OF IFAIISCONSIN
PLAN AND PROFILE OF PROPOSED
SOUTH COUNTY LINE - U.S. H. 12 RvN A
C.T. H. 'IN N" UA u
ST CROIX COUNTY
PROJECT S1275(3)
CONVENTIONAL SIGNS
LNE,
CULVERTS IN PLACE......._
CLiLVERTS REQUREO__
P
�ECTI�N LIl=,,,
CROR !N'�ET,
P,O.7 Cr A,
TELEPHONE OR TELEGRAPH ROLE,
P,G�T Cr*--Y
— — — — — — W�4T OF WAY WIP4ERS---
FENCE
FEFEOENCE STAKE FOR HI,,5S 04LY
S-PSEZ
X7 Lfti-
... .... ----- -;�
------- --
a.7OR C?7y �,V,Ts
---------------- ----
GREPpY---
I
GROUND ELEVATION,
14tE OR
CPAOE ELEVA70N_
SCALM I IN,
M.A. I IN.
->6A,r,;4,00 END FROJ, S1275(
'PI`PDX T-E S. W, CCR SEC 32,
T-28-N. R-15 w
-STA.C.00, BEG. PROD. S[275(11
R45-W N
14
y I
b iA, 0+ 13
:STA. 0+13 SEC. PROJ SI275(2)
APPPCX 3928'SGJT4 OF �HEN E CCR,
SEC- 18, T ZSN, R,15 W
SCALE
TOTAL NET LENGTH OF CEITZ1411E - 2 635 1,
xo WALTER STR-HLC WALTER 57RAHLO OCSCRNE:
S7A, 20+00
CON57RLCT F.E LT
S-� 26+12 6
S'= 26-ZB
C.%S7RU'7 F.E. L7,
"S,X36' - RE(va
C C-,
"I
574 27+v4
CONSTRUCT RE LT
'-(B,X26, RL�:
c,
0 cmcp
uj
0-30PNE j ¢ j w PAUL R. LAYB
o
+
PROJECT S12754
F- I?
Y
s
4 S'-
--------------
-----------
o
S7A 26+27
.S-M--T FE RT
iT'ar, R�Q!b
2am
PAUL R, LAVE
C.p
41
PAUL P, LAME
OSBORNE
OSBORNE w CAWO, ZAKRZEWSM
5
10
15
20
25
30
+00 =
HAUL
ELEV
49
TEL, POLE 25RT
12,06 28
2 j U5- 70
24"EL'9 39'P,-
1170 S9
6 26+45
4S' OAK 56' R7,
1191 so
POT,
STA. 35+23,55
P.I.
STA. 39 +43,3
AZ. - ISO* 35*
"PROJECT' SI275Q)
PAUL R. LAMB
PAUL P. LAYS TIO, BROS.
TIQ BROS, .4
RICHA,RD F. RATIMUSSEN
.4
RICHARD F. RASMUSSEN
6 ;.7
2; +
4 R',
+
--------- --- ---- -- ------------ ----------
-------
�' ------ ------ -.-, — ---------
-------
------------------------ --------
------------------------ ------
STA. 43 +CO
DAVID ZAKRZEWSKi DAVID
ZAKRZEWSKt HILLSTEAO EST. CONSTRUCT RE RrUSE AS DITCH DAY HILLSTEAD EST. j ALFRED HELGESGN ALFRED HELGESON
30 35
40 45 so
55 60
9ENCH MARKS
FT---- T ------
a Sl- OES.-RTIOK ELEV,
4 40 25" OAK 67' LT 1198.6Z
�+r4
5 SIt 50 IG' MAPLE LT. I ieo,83
I I� MAP LT.
I I ie� Sit
50 083
NET LENGTH OF CENTERLkNE STA. 30+CD TO S74, 60+00 = 3000 LIN.
F7,
EEE
I'--
-4
. . ..........
z
I iso
514 �2
----------
L
----- . ....
40 2 4
0 7 3 3 �Q
HUT. OT.
"
STA, 72+7065 STA. 8i+87.75 - .PROJECT S1275(2)
E
STA, 64+30
CONSTRUCT F. E, L.T.
RICHARD F. RASMUSSEN
STA. 74+4I - RICHARD F RASMUSSEN ai EMIL JACOBSON EMIL JACOBSON '
CONSTRUCT P.E.LT.
a - . tt�
+1
a1 +1 +[ +!'f
50'—
o.
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a-! '
+ ,
.... _-.._ .,-.. STA. 86+35 �r
�..
_.._..-OC+NSMUCT PE.. RT m°
ALFRED HELGESON a.. VANCE BENSON
- -._.: _. ,..,
-.__.....--- VANGE BENSON
30 STA- 63+52 65
_.....- '.�-' _...
70 75 60 85 90
CCNS RUCT PE. RR'.
.
24"X 26' REO'D
_....—..--
STA.E9+70
'
DITCH OAM REQ'a RT
BENCH MARKS
tYb 0. STA DESCMPTICN EILEV.
` 6 66+13 22'ELM 63" LT. I H83. 34
. 7 8 f +54 PO NER POLE 31` RT I I85.29
NET LENGTH OF CENTERLINE STA. 60+00 STA. 90+00 = 3000 LI N. FT
(
IME
t
150
t
.._
c o� p tU 1 G "' S A I5 6 7 H 9 30 I 3 4 05 6 7 6 9 30 1
+
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P. L
POT
---.
STA. 95+0715
At-180" 29`
STA. 98+76.7
PROJECT 512 TS C2)
STA. 92+I7
TN. RR LT.
a
IS'C.P. IN PLACE -REMOVE
I- 24"X 44' RE0`D.
(SALVAGE 36" FROM STA.94+40) -
EXCEPTION TO NET
STA. CO2+29.3 '+O
4,. LENGTH
a
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'^
I- P-4"X S' EXT. R EO`D.
v0i+00,,
I w
w
1" w
s
STA. 112+58 c
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EMIL ,IA00BSON cl pt
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VANCE BENSON
-
VANCE @E�NSCN
(
w
z
` r
OSOAR KILDAHL
CON5'RUCr P. E, LT. OSCAR KILDAHL s ¢ N EDGAR HILLSTEAD
118 X2,EOD-+
I
CA.CP
+1 STA, I18+25
CC T P.E. C.T.
I-Wx26' RE4D.
CMCP
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a
+'
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w
HERSEY CONGREGATON }f
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VANCE BENSON +(
dOEEPe lVAt:G
JOSEPH WANG
GUST' WALLESVERD
c OF a1
GUST WALLESVERD J_HOVAH'S WITNESSES J.'. HARCLD HALVORSON
1
R "
90
105
110 STA113+36 (15 120
CONSTRUCT RE. RT. CONSTRUCT PERT.
V-18'X 26' REVO. 1-16'X26' BEQ O.
<
u
CMC.P CAI C P
c
BENCH MARKS
w
Q
Pl6 � 9'fA � C?"SCR;PT19v ELEY.
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"
8 j 91+97 P0'NER ROLE IORLT. 1158.E k
9 107+46 W' ELM 25` RT. 0132.64
NET LEtiG*H OF CE4'ERLINE STA 90+00 TO STA 102+253 ND STA.107+Op
TO S7A.120+CO'= 2525 3
LIN FT
IO 120+63 I@" OAK 46' RT. , I130.18
a
Sm G
POT, �....._..._... _ _...,�....._.,.. .�.-...._____
STA. 136+8¢05 P 6.
2TA" I44+00
1 79' G9'
m
EOGAR HILLSTEAD
D PROJECT S1275(2)(3)
�. 144+00
STA. 128�90
EOGAR HtLLSTEAD j
SELMER J. GRANT
SELMER J, GRANT
CONSTRUCT FE. LT,
al
'A_ [3i+63
CONSTRUCT FELT
+1
1-I8'x26` REO'D.
W ..
CJdC.P
cri
-42L
A
w�
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—
-42
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fr� �
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--------------
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TO U.S.H.'if
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T'---'7--•---43
.. _....-.-_ _
_ ,a.. _.:. _'__'
r
G
"s'f
Via:
I
Z wCCR3
I o;
o•
HAROLO ptAL'/CRSON
STA. 127+37
61ARCLD HALVCRSGN yl
SIP.4pN HAhiSCN
SiMQhi HANSQht
CONSTRUCT RE.R'
.,
i-WX26` R.E9b.
120
125 cM.C.P
130
135
140
IN
TO STA. v44+00 - 2400 LIN. F—,
PROJECT 51275(2)
(133) 7—.9
BENCHMARKS
STA. OESCR6Pb04 { ELEV
I31+98 BS'OAK 40° RT,. �113593
l44+33 POWER POLE 63' RT. 1128,29
144+20 SECCRCCh'C9CX,MC, CFWING t13E.31
140