HomeMy WebLinkAbout1949 S0868(1) .pdfINDEX
OF SHEETS
SHEET NO, I
TITLE
SHEET NO. I
TYPICAL. CROSS SECTIONS
SHEET NO. I
ESTIMATE OF QUANTITIES
SHEET NO.
MISCELLANEOUS QUANTITIES
SHEET HIM
RIGHT OF WAY PLAT
SHEET NO,2•A
PLAN AND PROFILE STA. 0*00 TO STA° 291 t00
SHEET NO.
STANDARD DETAILS
SHEET NO.
DRAINAGE STRUCTURES
SHEET HIS
CROSS SECTIONS
VAR.
I t
. 2 KIT SURF�- ----- I I !.
GRAVEL USE IR PLACE PRESENT GROUND LINE
(40MPAGTEw
TYPICAL FINISHED SECTION
L 4:
STATE LINE.......,.
.............
.�. ®� ®
CULVERTS M PLACE..........
COUNTY UNE......... .........
CULVERTS REQUIRED --
TOWNSHIP OR RANGE LINE,
OROP INLET.—_ .....
_.".�
SECTION LINE_.___.._........
POWER POLE .... .................... ._............,�
NEW RIGHT OF WAY L iNE......
TELEPHONE OR TELEGRAPH POLE.....
_ .... K
PRESENT RIGHT OF WAY LINE _.._.---..---
RIGHT OF WAY MARKERS--....
1 WOVEN
REFERENCE STAKE FOR HUDS ONLY
WIRE FENCE ... .... ......
KARKEO
m.®..®,®
MARSH ......
LOT LINE..._,. ....... .....
...
HEDGE ...... .. _....
^n_
CORPORATE OR CITY LIMITS
TREES .. .......
-Yy$'.x
PROPERTY LINE ......
�-:,--
TRAVELEO WAY OR PE....,,,
__:%
GROUND ELEVATION .. rw
U UROAOS_.......,, ... _,...........
USE OR SURVEY LINE..._.......-.,.,
y?-^"�"--ie
GRADE ELEVATION..
STATE
STATE HIGHWAY, OF WISCONSIN
PLAN AND PROFILE
r#.... ..: PROPOSED
.. y+. D
RIVER FALLS -CENTERVILLE ROAD
ST f i!IX COUNTY
PROJECT
i ,7 i i is
ON THE EAST AND WEST 1/4 LINE
4 A.
ffilliAmn
4 V
EASTERLY 4 4
CORNER4 SECTION
LAYOUT
° SCALE 1—
P
TOTAL NET LENGTH OF CENTERLINE ' 5.501 MI.
THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF
WISCONSIN, EDITION OF 1941, APPROVED SEPTEMBER 26, 1941, FEDERAL
AID SPECIAL PROVISIONS APPROVED AS STANDARD NOVEMBER 8,194B,-
AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSAL,
V
WEARING
AGGREGATE
BITUMINOUS
NET
GRAVEL
SURFACE
MATERIAL.
LENGTH
TRAFFIC
GRAIWO
FOR
FOR
STATION TO STATION
OF
AGGRfGATE
GRAOEA
SVRFACK
CENTER-
SOUND
BIT SURE
AGGREGATE
WORSE
COURSE
KIT SURF,
AND
LINE
RASE
ROAD
COURSE
TACK
CDAT
ITEM
z3202 _
2313-1
23,373
230"
LIM, FL
GU. TO
SO. YA.
CU. TO
RAL°
UNIT
0+00 — 291#00
29,100
500
64,SCS
}9}2
TD,TT6
cFPXwcN.STL.zaTATA xscaRsI
—
1 0
1 685
1 68
1 1.224
TOTAL
29,100
500
6S 200
4 OOp
72 QOO
KPM1TH Mt4MNAY
PLNaM[45N
CONNIMAvm OP gf_pN91N
. Ng.,
aivilWw C@n.�. V 6 CNRCi6A_-
oxT �
RGcaNNKNa2o RaR APPWavAL:.
o A+K
APP*OVKo'
oer
P.I.-23+00 P.I.-30+00
AZ.- 179`52` AZ- 179rod
5 10 15 20 25 30
0
P. L- 40+00
AZ.-180'I8'
35 40
NET LENGTH OF CENTERLINE STA, 60+00 TO STA.
120+00 6000 LINEAL FEET.
t-
.
f
t
f
_._.
__
_ {j
_
F
_
17,
_k
t
--
- i
—
t
f
-_�
t
6
- A
T.
-
-
-
rt
®
1 2 3 4 5 s 7 6_..9 70 1 2
3 4
5 6
7 8
9 80
1 3 4
B 9 9Q
1
2 3 4
5 6
8
9 100
_2
„5
m7
PROS. SOBU8(l) 54EET2OF4 P1-6H-00
AZ-180'06`
v �
m
0 o W
45 µ�+,50.� 55 6(�:
PROI. sosipso) SH
P,I,-132#O,k P.I. 155tOO
AZ- I60`24 AZ.-160`15
W E
g!
120 n 125 130 135 140 w 145 150 155 160 165 170E 175 ISO
4
NET LENGTH OF CENjjTEERUNE STA. 120 +00 TO
100+00 + 6000 LINEAL FEET
M-MU-2
U
(STA,
-4-P
FM
f
s�
m.
_._
L_
_
L
.._ 5
190 +
195
200
205 Ziff 215
__-__�-
________ ___________-__
_-------__------__-----_-._...._.__.__._,.____0._____.____________,___.______-_-__..._-----------_==---------==
M-
;Tk-
-
r cs-%M
CP I PL
E
-REMA
LIL-
--1-
ft
}t
1- .m...C.__
p4
am
y
t
PE I
RT
!N FCAC
-
_
_e
-
. }
__
k
_-
4
s
5 7_
B 9
2Op
1 2
3 4 5 6 ._ 7
8 9 210
I 2
3
4 5
6 7 69-_
220
1. 2
3 4
5 6
7 6
P.1,-239 t0O
A Z.-179"25
240
P.L- 249t00
AZ:--t80*5Z
W E
240 245 250
14
----------------- -- -------
m
gm*
m$
P.L-269tOp
AZ-179* 24
BENCH MARKS
-STIT--
Ta
R 33
rK�
130,85
4
17
L L ND —PT, PtPE R ZY—
—22ff-
5
96+94
PIK IN
79-60
6
I 3
��
- 9
7'
+5
p
-152 39
a
�5®
11 4--o
13
----- -----------------
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270 275
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PROS. 50 868(1� SHEtr 4:F