HomeMy WebLinkAbout1949 S0554(2) .pdfN
ET NO. I
TITLE
ET NO. I
TYPICAL CROSS SECTIONS
ET NO. I
ESTIMATE OF QUANTITIES
ET Na
MISCELLANEOUS QUANTITIES
IT NO
RIGHT OF WAY PLAT
TO STA. 68+64
XT NO, 2
PLAN AND PROFILE STA, 0+00 29+00
.:IT Na
STANDARD DETAILS
SET NO
DRAINAGE STRUCTURES
-ET NO
CROSS SECTIONS
OEHTCRLIHC
1fotr, SURF
FILL.
C4 ,,e 4N 49,NCC MNERe. IXEaU-
rrtBL`e TYPICAL SECTION
4 � $
STATE LINE. _.,....... _.,...... ..®®®�.�
CULVERTS IN PLACE........._.._.L"`•__"''=ti
70LNITY LNE.....__... .. .......�.®®®..�
CULVERTS REQUIRED........_,-.„—
TQWNSHIP OR RANCE LINE...._..®._. ��. a.
DROP INLEL._.........
SECTION LINE_. , ......... _....__._�_......
POWER POLE.-- ...... ........
......:. ...._ 1'•
EEW RIGHT OF WAY LINE.... _.. _..._�_.
TELEPHONE OR TELEGRAPH
POLE ,.. ..,... /
'RESENT RIGHT OF WAY LINE.... ___�,._.__.
RIGHT OF WAY MARKERS,_.,....
w�
At" FENCE i WOMEN ....... ..�.. _.,_
REFERENCE STAKE FOR HUSS ONLY=gT--a_•
t BARBED ..... .........®._
MARSH
AT LINE._....... _....-.,._...
HEDGE
.-.. _._
:ORPORATE OR CITY LIMITS ......_
TREES
"ROPERTY LINE„ °� ^. 114L..
c
PRAVELED WAY OR PE ._. .. -r1"
GROUNO ELEVATION,.,,....
PAILRCAOS _.__. ._.
�
!T
_.
IASE OR SURVEY LINE......-.'-^G^-.o,
GRACE ELEVATION ..
.... %T L.E
STATEOF #
RTATE HIGHWAY COMMISSION
BEGINNING AT THE SOUTHWEST CORNER OF
i $ 4NORTHERLY
TO A h4T'4423 FEET NORTH OF THE SOUTH—
WEST
CORNER OF SECTION
LAYOUT
SCALE
• Mte
TOTAL NET LENGTH OF CENTERLINE • 1.834 ML
AHAm
4
AS, &
SODS4
DlvnroN taR Ho. isr
[OUNAY _ WpUYE
aMD AND
HIGHWAY SECTION
CLASS AND ApRECME%
S
FEDERAL SHEEP
Or V0[.1ON
., NU r
NICE
10T t
TR $Hf ;
M. —.
}gATEA fCOERAL
55.6 554,0
IL2
I
4
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, 1948 AND
SPECIAL PROVISIONS AS ATTACHED TO PROPOSAL.
WEARIN4
AGGREGATE $ITUV WOOS
GRAVEL
NET
SURFACE
FOR
MATERIAL
TRAFFIC
LENGTH
GRADEA GREOATE
GRACED
FOR
SURFACE
MOUND
STATION TO STATION
OF
sitSURF.
444REGATE
COURSE
COURSE
RYT 3URF
AND
SURFACE
CENTERLINE
TYPC'G'
COURSE
TACK
COURSE
COAT
O t00 TO t8+t4 IPEM w
1313-1
1313-3
2313-5
2310-2
L.IW FT.
1 $0, VA.
I CU. TV.
SAL.
CU. YO.
AMP UNIY
9,685
121,504
1 1,310
24POO
2Q0
0+00 TO 29+00
$MATE HIGHWAY
COMMt1$ION 0® =THSIN
MApI50N. WI$.
p.rf�Cu C4a✓UT[R..._......_._. v, 4 Cu6Cs2R..
coRRecx_
ReF,-ONMENPKD 10IP A11R4YAL:
n PPR"]vEG
FRDFRAL WCRK$ AGeNCY
PV$LIC ROAR$ ADMIHIRTWAr"
PtBlt< RC444 apwiwr4iR4YIpw � °t
APPROVED
LID FORKS ATMIH,YTRAY16w
®ICIO iNV[8T'GhXfO &Y.
A
P.l, 29+00 Pl. STA, 53+41
AZ. 17 SID 17' AZ. 182*23' srTe �
t!
A! 5CL r33 -1 41210 15 + 2t 41 ZEZ,
25
30 35 4 r412 45 f .... 5E.0
. ...... 41
55
412 + 6600 66'
P
BEGINNING OF PROD. ETA 0+00 J
Lf
+.
di
NET LENGTH OF CENTERLINE STA. 0+00 TO STA, 60+00 9 6000 LINEAL FEET,
i2o
120
------ STA. 8t57 45t
. . . . . . . . . . . . . . . . s A. 5ot6 Ho
DULY.' IV 0 d� S
�7 G..�M-ccU
12 � IN PL Ce
9jo---
0 IN PLAC
0
7 -- ------- - ------
0 1 2 3 4 5 6 7 8 9 10
PA16t58
AZ, 180018,
-z
!STA-, 12+45 7 -12 + 58 7 STA 24 + 74 - 25 +-40
,I- -- -- --fd -- C-CtNTfm ' EXCEPTION TO, E. LENGTH EXCEPTION
60 65 0 5 10 15
,END OF PROJ, STA. 29+00 BENCH MARKS
j49
-----------
- -- ----------- ------
4-
ui
CL
I
+
P. 1 2 8 + 31,4 5
+ ¢i +1 + 0
I &. 17*34'
—
SAKE
F7
ml z D 5�
T, T704 +
EQUATION
NET LENGTH OF CENT R STA, INES S 60+00 TO STA. 68+54 IN A FE T
TLOWTRUSS R N
IA 611 CLE� R SLA P
Row
IL
I AD
TA. 68t(54 CK �;�;:o A CLE R SPA 9
Row 19,
30 — -----
---e:-4DFNT L-Po
Lo--
4 �i p
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