HomeMy WebLinkAbout1952 S 085(7) .pdfINDEX
OF SHEETS
SHEET NO. I
TITLE
SHEET NO. 2
TYPICAL CROSS SECTIONS
SHEET No. 2
ESTIMATE OF QUANTITIES
SHEET NO. —
MISCELLANEOUS QUANTITIES
SHEET NO. —
RIGHT OF WAY PLAT
SHEET NO-5-6
PLAN AND PROFILE STA. Of 00 TO STA. 105 +08
SHEET NO. 7- 8
STANDARD DETAILS
SHEET NO, W.
DRAINAGE STRUCTURES
SHEET NO. 9 -16
CROSS SECTIONS
STATE L!$IF
CULVERTS IN PLACE
COUNTY LNE
CULVERTS REOUIRED.- ...
TFTVPMWP CR RA.FRE UFFE
DROP Rft.ET__ ...
SECTION
POWER JACLE,
,Sw R11.1 r; WAY LTNE
TELEPHONE OR TELEGRAPH
POLE-__ ... 91
PIESENT PIGKTf7 WAY LINE
PTrHT OF WAY MARKERS._.__�_W�
WIPE PENCE WOVEN,
�
-REIFTRCE STAKE FOR MUDS ONLIO. _iv�_
BARBED .. .
... ... .
MARSH.. .......
LOT LINE
MEDCE'
- - - - - - - -
CORPORATE CR CITy UNITS
TREES ..... ..
PROPERTY LINE
TRAVELED WAY CR PE
C*%Nf) ELEVATION,.
RAILROADS
BASE OR SURVEY L04E,
GRADE ELEVATION -
STATE OF WISCONSIN
STATE HIGHWAY�' COMMISSION OF WISCONSIN
PL4N AND PROFILE OF PROPOSED
WOODVILLE -EMERALD
ST CROIX COUNTY
PROJECT S085(7)
BEGINNING NEAR THE SOUTHWEST CORNER OF
TO APPROXIMATELY THE NORTHWEST CORNER
OF SECTION 30, T. 30
� 0
SICAL
LAYOUT
SCALE
WMMMMIMMN, * �
TOTAL NET LENGTH OF CENTIERILl"t - 1.990 WI,
I, -INC11. IF
Cf,rAFITMFNT OF COVFESCE
nUREAU or PUBLYC ROADS
PECOMIRENDED FOR APPROVAL
, �!S 7RICT ENGINEER DATE
APFNCVEl)
DTVT`FlON ENGINEER DATE
5065C 7)
ESTIMATE OF QUANTITIES
THIS PROJECT 15 TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN —EDITION OF 1951
APPROVED JANUARY 23, 1952; FEDERAL AID REQUIRED CONTRACT PROVISIONS APPROVED NOVEMBER 8, 1948 AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSALS.
NET ....®—EXC.%VATWN (({yy°7D GULYCRT PIPE GIRD F NARK
FIN• OBLIT _
STATION LENGTH GI.EAR SKtW BOUND RIP- MARK- ER
t-i S RAT {{
TO LOFT ING IMG GR%VEL BASE ._.._ i RAP ER ! RST
ROKO• OLO COURSE
STATION LENGTH
UNCLFILL yAY ROKO OSTS FOR
e' 24' 3B'
cm
fum
m
CENT ER LIP RE
4'USE COURSK7 TRAFrtO B"O ....�. Ig•_q•..._.._. _ __R q•._.._.j
F ( t/C PiR.R fl 1
Iz^vxa GRAVEL FI4.L nco'n ,+ _...._........ w.._....._..__. ,®•_y ___.._....._.
• _-PCIRTI REFERRED TO ON PFOIILE B .-SECT
TYPICAL FINISHED SECTION
CEFITERLME
L
CONTRACT NO, �.. ,,__...
BE
` Ile P R, FT, f r APPLICABLE STANDARDS
elr. sunrACIND ^^'.--•-"" I-3A I PRIV ENTRANCES a SIDE R04DS
SAND GRAVEL FILL f �
V---POIRTREFERREDTOONPROFILE 7-4.1.Y CONST BARRICADE
ULTWATE FINISHED SECTION
STA. S+4t
GS'* X 26' C.P. RE0'D
PROD. G085(7)
x
d
STA. PP 5 _ (d I5 24
OF
DEG. OF PRP.A25. 5085(7! a
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STA. 28+09
24`X26'C.R. REO'D
EM
6 ,
W
STA. 28 +09
V8-X 26' C.P RED'D
STA. 50 +95
1 S'X 26' C.P RE4'D
e
30
35
+
40
45
$
50
4
g
V
I
4
ea
14
5 5 60 n '
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k
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75+42 PELT.
18-X26'CP REO'D
PROJ $085M
60
65
70
75
80
85
90
U
A_
-4
0.
---
90
---------
--------
90
80
— — ------
_
—
-— ---
80
i- STA flm40sm
------
36- C 44'
--------
C.P. REq'D
-----------
--
---- ------
1 24" X * C-P R�Q'D
A—
ol
67
6
STA, M3 +25 ENTLT
i B" X 26' C. P REO'D
------------- - ------ --------- - -
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