HomeMy WebLinkAbout1949 S0170(1) .pdfM��
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TITLE
i I�I
L CR.. SECTIONS
TYPICAL
MISCELLANEOUS QUANTITIES
KIM
RIGHT OF WAY PLAT
t" z-3
PLAN PROFILE STA. 0* 15
ZZT MIX
'AND
STANDARD DETAILSS
EET NO,
DRAINAGE STRUCTURES
EET NO.
CROSS SECTIONS
m
STAT OF WISCONSIN
STATE HIGHWAY COMMISSION F WISCONSIN
TO STA. 109+50
PLAN AND PROFILE OF PROPOSED
• u IS
I
ST CR IX COUNTY
Y
PROJECT ®1700)
•
BEGINNING AT THE SOUTHWEST CORNER OF SECTION 19,
T. 30 N. R.15 W., THENCE EASTERLY TO A POINT AP-
PROXIMATELY 1180 FEET NORTH AND 1280 FEET EAST OF
THE SOUTH V4 CORNER OF SECTION 22, T 301,1. R,05 W.
fC R+exfLt woR.elN.-seo rt. v>�'*.f rN.....so rr,
N
k_CENTLINE
._'—ER__— i •° ._.L. VAR. JJJ3
PE° YfY''—. `.'^----' 18' YIN-�—jP-�—
}-- t0 -p•� J �
31. CONFACRT 0 GRAM CASE j—
IPLACE
TYPICAL FINISHED SECTION V
CULVERTS
OKMOO ELEVATION.
LAYOUT
SCALE �l
NET LENGTH OF CENTERLINE N 3.522 MI. RURAL
249 " MUNICIFAL(UNDERIOOO)
TOTAL ® 3.771 MF.
am
Ile
THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF
WISCONSIN, EDITION OF I941 APPROVED SEPTEMBER 26, 1941, FEDERAL
AID SPECIAL PROVISIONS APPROVED AS STANDARD NOVEMBER S. 1948, AND
cOnvlcmNS AS ATTACHED TO PROPOSAL.
THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF
WISCONSIN, EDITION OF I941 APPROVED SEPTEMBER 26, 1941, FEDERAL
AID SPECIAL PROVISIONS APPROVED AS STANDARD NOVEMBER S. 1948, AND
cOnvlcmNS AS ATTACHED TO PROPOSAL.
WEAREN4
A•G49GATE
AITUM11YnU
NCT
SURFACII
FOR
YAYERYL
GWIVgL
RRACCO
GR40g0
FOR
TRARPIC
LCN3TN
a 44%GATE
SURFACE
ROUND
STATION TO STATION
alTg.,SURF,
AGGREGATE
COMSE
SURFACg
OF
RIT. SURF
ANO
(R AMC;
C gNTERLYNE
RQAO
COURSE
FRO
C®eox•
"IF
COAT
PAT<MIN4
ITEMN
8SX3—I
2313-3
1313-3
2.3ZO^2
UNIT
SA, TO.
CU. TO.
GAL.
CU. TO
RURAL
O +15 TO 95+37
t8,600
41,300
2,520'
45 400
3T4
"ICIP
95'37 TO 109+50
1 313
1 2 900
ISO
3 200
2B
_TOTAL
O+IS _ TO 90$t50
14,913
44,200
2700
4B BOO
400
r
IM
•TATY HIGHWAY
W.,sOOK IS, •n*C4,Kl[
MADYYON. WIN,
4
WtCQaIIiHbRG e[1Y AlMOTAY �. 4
t
fi
ue .c
a.:
AMWIW<D
P.I.- zoti8i
iAZ- 17941
a INCLUDE THIS '
e •
5A IO j n
- -- P.I.- 5OtOO PRO.T• 90170(i} 2 OF 3
A7--1@0'3d
5 25 30 i ! $ 0
_ - 24 B e+i 35 aI 40 + 45 501 55 •� 60
_._.._ ._.__ __._. w
------ .__.__._________..._,
•-N E _—
Jj 4 ► J
a tl
W e
NET LENGTH OF CENTERLINE $TA.. Of 15 TO STA. 60+00+5995 LIN. FT, -
a
. _ T
J t t
•
(d 4 w k
{ t-
_ 6 a +�
{
- I v
Id
Pt 76t00 P,L-7t74.7 7 B 9 40 1 2 3 4 5 6 7 @ 9 50 1 4 --
_ az-IeQ•ss AZ-t79-ae' ( 7 _
P. L-27t00
AZ;- 180.24'
60 65 7Q 0 �HD I
75A 4@s�
"' w o 5@ Tee °° 4
_..
t5
-__________ 2 ____.______ �3�SO30 4
66 n __.______..___.
495° 50
.... q66
� t
�' J
:.� W E STA.26t428 IS 263V a
NO. OF S.E. COR. W,HALF
N.W.OTR.-5EG.26
NET LENGTH OF CENTERLINE 6
- -y O ST4 76 tp2. STA.O+OOTD t4100. ANQ TA.O+00 TO STA. 36+00 +6002 LIN. FT.
STA. D + 00 T
LA
_..
Cou no�x # — I t
' - _ �- ___ f • : v .t _;_ - F — t� �:. f @ UATX4N 1 __ t t � ' � + _
5i T4 IAT t - Z
t 4f4iT'A i �w t-
-
x
CLEAR -
4 f i
! i
r
2 3 4� t4= 6
W
E
77777777777�
35
I TO � LENGTH
3-6TU-Fr+-T,(T
ME
�Jnil
I
40 45
+
50 55 so E 65 70
--- -- ------ -------
---------------------- - -- ---- ------------------- --- ----- - -------
66!
ISO
NET LENGTH OF CENTERLINE STA 30 +00 TO STAgo +oo 6000 LIN- FT,
ACT
2XPLA E. ZOC
Ira- 414 PLACE ig'aG
Est= - Er Z CP. FL CG�SW
LIN 2 CG�SRk P I
TO RE AJN
=Z—
Rk- I?My
im
VFLA
N
-5
1050
Iot25-
I
�Nd 9
3 t
2 2334
%00
0
R 4
6s7t 0
2 1
242,
6
1
75+75
0- as C
209,61
-07--
At 3-Z �50
——
1696-13C
TOP OF' wES OFS.1RA—GKUbi-1
IRE —------
NLP—E —706
-0-
15L66
W) E
5C
a
68
GO
—L3
92+50:0POF CURB AT &W. CCDGE
V125.—
R IZTOTC
10T+7 POLE
'O+OOTO STA, 109+50. 1926 LIN.
FT
'T
7--
REM 1
7----
-- ----
------
- ---------
-
3 4
5 6
7
a 9
9 100 1 2
7
+
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