HomeMy WebLinkAbout1951 S0172(6) .pdfSHEET 140I TITLE
SHEET Ma I TYPICAL CROSS SECTIONS
SHEET No, I ESTIMATE OF QUANTITIES
SHEET NM - MISCELLANEOUS QUANTITIES
SHEET NO, - RIGHT OF WAY PLAT
SHEET NO. Z-4 PLAN AND PROFILE STA. 68 +00 TO STA, 181 + 42
SHEET 140- STANDARD DETAILS
SHEET NO, - DRAINAGE STRUCTURES
SHEET NOL - CROSS SEMONS
_cE NTERLf Ur
IQ' - 0
SURF. REWO eSLCPE .'�PER IT
L.5"GRAVEL BASE IN PLACE
Pm NT REFERRED TO ON 'AD' I LE
TYPICAL FINISHED HALF SECTION
STATE LINE.......,- - — - AWAR
CULVERTS IN
COUNTY LIVE-
CULVERTS REQUIRED_.._....
TOWNSHIP 09 RANGE LINE
DROP INLET- ...... -----
......
SECTION LINE . . . .... .....
POWER POLE , - .... ___
.. . ....
NEW RIGHT OF WAY LINE-
TELEPHONE OR TELEGRAPH ROLE
PRESENT RIGHT OF WAY LINE
RIGHT OF WAY MARKERS ......
—
REFERENCE STAKE FOR MUSS
ONLY
WIRE FENCE �WOVENRARRED
MARSH
R�
LOT LINE
HEDGE 1—.1-1-
7 1-
Is
CORPORATE OR CITY LIMITS
TREES-
PROPERTY ONE PL lZS_
A[
TRAVELED WAY 04 P E
GROUND ELEVATION.
RAILROADS.
PAGE OR SURVEY LINE
GRADE ELEVATION
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION OF WISCONSIN
.� 0 mlwmm�
PLAN AND PROFILE OF PROPOSED
CRT H. "B" - S.T H. 128 ROAD
VAR,
•
BEGINNING AT A POINT APPR IMATLY 170 FEET WEST OF
THE NORTHEAST CORNER OF THE SOUTH EAST V4 OF THE
SOUTH EAST 1/41 SECT, 1, T 26M, R,15W.THENCE NORTH-
EASTERLY TO A POINT 10168FEET SOUTH OF THE NORTH-
EAST CORNER OF SECTION
IF
1.
"TROLZ QlI HL — TOO 1. 1 A I A, A
R v6W, R 15 W.
SCALE
TOTAL NET LENGTH OF CENTERLINE 2 ISI ML
COUNTY_
ROUTE
AN 0 IS CLASIAND ��Ewxf
FECCRAL, SHEET
TOTAL
AND
HIGHWAY
AN D
SECTION
]H$
STATE FEDERAL
DIVISION
OFFICE
NJ
NUMBER
"E"S
6
IRIS
49
55.6
172.0
5N
FOR MATERIAL
STATMN TO STATI04
-TUMINGUE1 ICR
UIK ROAO NIX EuA,-A--E
4,
--":-
CENTER-, IE bVA'A�l ILIFAll ISIADE
,TE N
2313-2 23
GB ",Z_ 't
Do DO ['-Lv IiIT
-
SQ A , L
L ICET yoj DO, YU 0
0 -µ00 TO IRI + 42
-
1Y,35&141 _25,230 _I,540 28,000
NOTE: SHEETS 3 a 4 INCLUDED TO SHOW PROFILE
AND ALIGNMENT ONLY, OTHER INFORMATION NOT
PERTINENT TO THIS CONTRACT,
7215)
DISINFECT
RCCOMYCNDFO FOR "FAS'A"
.11.011T
DEPARTMENT OF COMMERCE
BURtAU OF PUBLIC FORMS
RECOMMENDED FOR APPPOVAL
DISTRICT ENGINEER DATE
PROJECT 5W7Z(5)
a
BENCH MARKSS E.- 0,0451 FT.
P.L-105+974„.- -
..._ P.V-90+05I W.- p- 9*28 _ SOr 72 (5k
P,I.- 70+211 No .�- 'F T - I58I3' tr s5 t0 ri 2F-
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6 73+G�SrIKEi F�tG rC �-- _ ... -¢F £3C c.EF�PR Jc
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STA. 120+00 W.4 KARASTAS
BEG. QF PROJECT r` ,
125 33._. 130
--
� t
R �
OUR TAN. LINE SFA,IS
4R0'SOUTH THE S.E. COR,-NE,4TR-
N, E. QTR,- SEC. IT KARASTAS
STA.. 127+545 S.R. RT.
i- tR` X 36' CGS.M. PIPE IN PLACE -REMOVE
mommullaw
STA.127+54.5 SR. RT
1- 30" X 36'CULV. PIPE REOD,
CJ
O
P.1,- STA. 134tj
x
30, _
STA. 135 +00 PE. LT.
P- R' if 22' CUCV. PIPE
OECD.
STA. 144 +00
CONST, PE. Rt
2 3 4 _. _ 5 6 _--7 -'---- a -----s i--7-.._ 2_.._...__....3....._.--._._2.... _---!F.0
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KARASTAS
KARASTAS