HomeMy WebLinkAbout1949 S0555(6) .pdfINDEX
OF SHEETS
HEET NO. 1
TITLE
.) HEET NO, I
TYP9CAL CROSS SECTIONS
HEET NO, I
ESTIMATE OF QUANTITIES
HEET 40. -
MISCELLANEOUS QUANTITIES
HEET NO. -
RIGHT OF WAY PLAT 0-3T5 7T+15.S
TO STA. 77 15-
HEET NO. 2.5
PLAN AND PROFILE STA.. 0-31
MEET NO. -
STANDARD DETAILS
SHEET NO -
DRAINAGE STRUCTURES
INEET ARM -
CROSS SECTIONS
" m.CewrERCIRE,
L. BIT, SURF. NOR% t
�nf
PN ESERT CACCVC LINE
STATE LINE
CULVERTS IN PLACE-- .... ._.O-S]1'OCmc:
j
COUNTY LINE .....
..®
CULVERTS REOUHIED..
TOWNSHIP OR RANfA LINE
....
ORDR
SECTION LINE
..®
POWER POLE --
_......
NEW RIGHT OF WAYLINE .,.
TELEPHONE OR TELEGRAPH POLE .. �jo
PRESENT RIGH[[T 9F WAY ItHE
...._...,. ,®.._
RIGHT Of WAY MARKERS ....�A®...st
IQ1
REFERENCE STAKE FOR Ht4NLx::,:SL_'
WIRE PENCE dWOVEN ,..,..®,
t BARBED
�..-.e...®
MARSH. ......
'Y, i - ♦ �?
LOT' LINE .........
.�
HEDGE,. ...
:."'
fw
CORPORATE 6R CITY LIMITS
PROPERTY LINE....,..
.. -:
TREES.. ....,
TRAVELED WAY OR P E...
."" --
GROUND ELEVATION... ..._
'N
_...._.,
RAILROADS _..... .....
RASE OR SURVEY LINE
.,,..p-^'�""='iy
GRADE ELEVATION...__....,...
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION WISCONSIN
PLAN AND PROFILE OF PROPOSED
PROJECT ,.
BEGINNING -CORNER
NORTH AND EAST TO A POINT NEAR THE NORTH -
EAST CORNER S.. ON
PLAN I IN, PC m
LAYOUT
SCALE I----H
R
TOTAL MET LENGTH OF CENTERLINE • 2.4A4 MI„
C BMOY
Nt1wWAY
RAND[
][CtIOM
CLASS AND AGRRMEN
DED,%ROR
OFFICE
4NLEt
NUpML[R
TOTAL
SN[CYS
STATE
FLDE—
55. fi
555A1
I p. 6
1948 AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSAL
WEARING
AGGRERATE
tN0U1
$RAWL
NL4
gumaE
YATLRfA6
��{t
STATION
LENGTH
GRADED
FOR
FOR
TAPER;
GGREGATE
SkAOEO
LUNFACE
TO
OF
BIT, SURF,
CODRX
mo§vv
COURSE
AGGRESATE
AND
SORF%C[
STATION
Cx"rER
ROAD
SIT. SURF.
TACK
QMSU
mm
COURSE
COAT
CWEWt
SPA. 0®375 BPEM
1]RH
1110-1
LIN, FT.
10. TO.
I CU, Y0.
1 SAL,
CN. TS.
TO STA 77`tl 6 UNIT
AND
STA. O+OOTO STA, 4:i! D
i 13011 4.8
1 1 000
f, 770
32,000
250
,ANF41,O FGR
Cate - ikfe
STATE HIGHWAY
COmei." ON MRCPJN4tN
uAnrNN. we
F N. r
dw M6+1 CC A'T----
CORRRCY:
"COI,w9H0E0 awe
AP VR4
RgpRAq(. W(}NNR AGENCT
LVNAx ROACG AONnarRT'RAnOH
a
I CN�tNEER
ROADS AO.INISTRATION
W CRIIS AGEICT
;,,1,1 M9R0.4 AQY1n151 AcflC.
n69 IHYYYPnATRp w:
S 0555 t81
TAT 4af1T' TOTAL'
F O�St na.. KKA SnE
i P./.- 32-i^73 Ps�xerl
R,P- AZ, - 160*30'
4 - 89a51' o
a �
T m eZ86 p ' 30 4 45 I~ 30 Q 33 co
o j
GHQ N 33
sa`
�Ll s
BEGtNNING OF PROD, STA. - 0-575 9(
BENCH MARKS !
NET LENGTH OF CENTERLINE STA. 0-375 TO STA, 60+00 6375 LINEAL FEET.
! lP` At4 [22 YPG2 - _
r
C
l � !
8
t
`�_� tit.___"'. •C-_.<T-._.. � � .Q _q _R _.� ty..-`f n '9' .�_ � � `* � m �ry "1 h: q ti' q p � _.._.-.`..,_. 0 4 h
V)
n;-
n 4 T B 9 40 !e 3 4 a6 7 9 9 .YO ! a.3 6 :7' 6 7 9 O
P/ p 1 Q0 64447
A2,-l77°49` � PIPE ARCH
srA 64+15 To 64+45 P/SE 2Pa" 'a G
EXCEPTION TOt LENGTH
1
u
{ 60
a
70
* 2
15 4t^+: ZO 5
9Q
95
Q QO
93`
p
Fu
;.,AQ
.S dG7iy
k
5e
................._
.. _._....
----------------
...
_.._.-___. __.. _.
.... ._._.,
....
93
a
p
o-
Lt
'w
H MARKS
— P. L - 7S-f
4 - 91409
2'33,83
— --.. e,. 1. 1n era nn. ccaca . ruc.x� iCtT
A
6+SS
T NWOO R3.i!
36
E VA7-fON BM 4A= BM t FA.S PR6T. 4`055
m
e
aan nc+sn PPOd. SOSSStSY � "�
9TA. 49-f46s SiA, 0+00 F.A•S PROT 5O555L!)
OF CENTEftU NH STA.
40t®O
TO STA. < Y8� LINLAL
NET LENGTH
f
w
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4
L
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PIYT. MO.YtIYF y0 rr w0 :%�
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