HomeMy WebLinkAboutA 1966.pdfINDEX OF SHEETS
*'��HEET NO. I TITLE
EET NO.2-2.2 TYPICAL CROSS SECTIONS
'IEET NO� '3 ESTIMATE OF QUANTITIES
IEET NO. 3A MISCELLANEOUS QUANTITIES
IEET NO. 4-42 RIGHT OF WAY PLAT
iEET NO� 5-6 PLAN AND PROFILE STA, 353+50 TO STA� 383+50
iEET NO,T-Zg- STANDARD DETAILS
iEET NO� B-Z4 DRAINAGE STRUCTURES
IEET 140,25-34 CROSS SECTIONS
I
CONVENTIONAL SIGNS
jjTATE LINE ....
CULVERTS IN PLACE-- ....
,;0UHTY LPSE,__
CULVERTS REQUIRED-- ........
t:�
OR RANGE LINE-_
DROP INLET_....
MOTION LNE,,__ ... ......
POWER
.......
IEW RIGHT OF WAY LINE
TELEPHONE OR TELEGRAPH POLE
........
'RESENT RIGHT OF WAY LINE ...
- - - - - -
RIGHT OF WAY MARKERS_____
m
FIRE FENCE IWOVEN_ .......
REFERENCE STAKE FOR HM OXLy_...iv+_
MARSH .......... .......
or LINE,,,,, ... --------
---
HEOIGE�
;ORPORATE OR CITY UNITS,
IROPERTY LINE--, 11-1 . .....
TREES ......
NRAVELED WAY OR R E_
GROUND ELEVATCN______m,_
�.,_
tALROADS ___ _ ...
I
-
ASE OR SURVEY LINE,___
GRADE ELEVATION_ -----
im
PLAN AND PROFILE OF PROPOSED
HOULTON -SOMERSET ROAD
STH.35 & 64
ST CROIX COUNTY
PkOJECT T 028-2(24)
SCALES
IROVILI NO", I "I IW ". VKKT� I IN. - to
'.0A$ 19CHONS 10F. I IN, 10 �r VK.T�
LAYOUT
SCALE
LES
NET LENGTH'OF CENTERLINE - 0 410 Mi. RURAL
NET LENGTH OF :ENTERUNE - -2,1AL- MI YCPL�
t TOTAL - O� 561 Mi,
i I
: � � I I
I I I I � I I I i I
-, I
1�34
/Z
SE - SE Sw_Sw
N RD CURVE DATA
P 1, 2+3353 BK-
2 + 1168 AR
AZ, 127* 49'00"
A 52' 11' 00"
R 0 18' LT
, T 151811'
L 289 sU,
R 3ts V
3t 35
PL PEARL FOSTER
6 07 AT
ftNG 3
4
L H C-FOG _AAls
AZZ At ATENNFI
ARTHUR H, SOCSEL
ENE FOR BYPASS st.62 At 2
019 AD,
A
NONE OIL CA ST AL'rV9'
0, 9
IB AC. I
REMAIN N
R
4�1
Mgt=
PHUJLUI rVIO'll,
104' N, A40
565' A OF THE S E, COR�
OF THE E-NW SEC 4, T-3G'N,R'9-W
IN
I
-7
E_
FRED A YAP TELL
7t82 A'
REM A !N 45
OUTLOT 43
SE- SW
SOMERSET
TELEIIIIONE CO
IS-----------
$00 LINE RR
R,R, STk 22763+6770-
STA. 369477.00 S_T,+ 35 8 64
NW -NE
ELL IS RIVARD
8340 At
REMAN'NO
I
RD� CONN. I
CURvE DATA
pf
37� + 13 90
AZ�
Zoo- 22'00'
28' 22'00'
EI 04
P 45' RT
T
82745'
L
1620 95'
R
327404' WHO
�ITO W N 0 F
7SOMERSET
z
0
IS *1
gr4cm
C""' No IE
A. S-EEr TOI.L
AND RE -N S�EETS
IC.I�L
7 28 2 1 3 9 4 42
42 34
7 ED z,5
N
jEc —TIRC-2-
EF-_fTqT- �TA-7n + 57 3
U4 COR, OF SEt 35. T-E-M,A-19-IN
GAS X
STATEOP
A,./// F-s".tv.
V4�/ UP
CEMETE_RYlTj' 5d Li FEED VIL��
9; M m LP- 9
9
ql BL9
/�A 10
TAT
4 3
+1
F,
a AR
�R7,al IP
MOULTON RRGAT�ON GO
�3 25 At
REMAWNG
gric ml
944�
STONE RICH
LEGEND
NOTE:
BEARNGS SHO*N
BEARtUGS OF
EACH
UL4�
ON THIS PLAT ARE THE TRUE DENOTES
TANGENT TO THE NEAREST MINILTE NO ACCESS
COVII,DS5;0N OF W�SCONS�M
REVISION
STATE HIGHWAY
V.
DATE
PLAT OF RIGHT OF WAY REQUIRED
PROJECT F028- 2(9)
-- -----
HOULTON —SOMERSET ROAD
S.T K 35 ST, CROIX COUNTY
SCALE
0540
PDT 346+2928
PO-T. 354+3190 POF-3150+9200
CURVE DATA FOR
TrWN ROAD
PZ 2+33,�3
A - 52' it
D W LT,
T 155�88�
L 289,91
R 318 31'
I e 005X
n
T 354+39 90 STA 354+83
rnNqT RE LT,
� T LE
nT �-'Lll
_14
L
;A
STA, 36t+00
CONST, PE. RT
CURVE DATA
FOR RAILROAD
a 450 22'
D 0* 55'
T 2618,9'
L 49600'
6 14,� R 625051'
CHORD DEF
CURVE DATA
P 1 371+13,90
A 7- 208- 22' 00"
4
26* 22' 00"
0 J* 45' R1
r 827,45'
L 1 620 95!1"�
R 3274�04!-11_1
sc am K
ARC DIMNITIC4
0
01
rTA8 IN
OUXA0 K�
ell, S
SM, 373+00
CONST RE LT
---z " I
SM�L PINE
NO
STA �_ DESCRIPTIJ N ELEv.
1
350+35 EELO 957,58
2
362+92 14 5,A) u 917,34
371+ 18 A W M��R RR -�y � 913A0
-F-7
bTA, �6s*�7, R OLD EMIDGE
VIJLIT� 8 PASS
-I- I I . - SIM f_
I L �7 SPAN C6NC, C RO
Rit— -1 R
LENGTH llji3�,
YPAS
---il�o
___9RIDGE NO.
It BY ASS 647
FI
WIN RO D 5,135 .4.
I-, P CONC, DER
7
CLE RUA WAY'
BOR W 95 IS
-A
RE OVED
357+ 0 C.P, Ss zr REGID,
i�'24'4 106'
9 94
�Q PR
4 FIL OF ITOWN ROAD _I 940
P� STA_ I S+ 3, SOO L1 E I X
FMI H v -7 64 RCO,R
RFZ V
RETAINIJG WALL W55-2 R�Q'D, 10 0
UU UP CLASS= REO'D T
STJ
_4_ 193Q 930 SEE ERGS. X 3424 -X34244
APRON ENDWALL REWD, __930
SCIOLLNE—
Tcw� D ULVERTS RETAIN
'NO WA�L RW 55- RE a
1+�43
STAI -C+ C P, LASS M f?EQ'O-,- SEE DRGS� X34244,11-3 Z4,5
�920 1 920 a �-24' IOD* I
Agc
�on
:5- IM STA. 0+ 3, C,P, C ASS
36 7
3 2-A I k ON
4 3 1 6 7
�4 -A
0
g
wi
V,
345 0 —S,
POT 3a3+57,30
ECUATION
w
RO,T 389+2090 PO,T, 392+0600 POT 393+69,72
a
9
88-OYE- (TRUE SRNI�
_�IS�
J4
BENCH MARKS
tNO, STA� DESCRiPTION L
3 3 088
379+88
43!93 1 M88579
i OF
CENTERLINE
STA.
375+00
TO STA '383-+-50-
B1024 LN
tl
7= =---
960
950
940
J—
930
7i
4
0
T=
690
. . . . . . . . . . . . .
7.1
880
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