HomeMy WebLinkAbout1949 S0172(5) .pdfINDEX
OF SHEETS
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SHEET NO, I
TITLE
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SHEET NO. I
TYPICAL CROSS SECTIONS
SHEET NO. I
ESTIMATE OF QUANTITIES
SHEET NO. _.
MISCELLANEOUS QUANTITIES
&
SHEET NO. -
RIGHT OF WAY PLAT
SHEET NO.'2-'S
PLAN AND PROFILE STA, 120+00 TO STA, IBI+42
SHEET NO, 4
STANDARD DETAILS
SHEET NO, -
DRAINAGE STRUCTURES
.
SHEET NO 5-9
CROSS SECTIONS
STATE LINE,_ ............ ....._.,.._�++rw•
COUNTY LNE...__.. _...... .........w �..®®
TOWNSHIP OR RANGE LME..... _ �.._--.--
SECTION LNE..,._...................�... _._....
NEW RIGHT OF WAY LINE...,....,...
PRESENT RIGHT OF WAY LINE..... .._---
WIRE FENCE { WOVEN ...... ...�., ®.......
LOT LINE,.__ .......
CORPORATE OR CITY LIMITS.. -
PROPERTY LINE ..._.....,_................ F_S..t AA -
TRAVELED WAY OR PE..........., ... "..
RAILROADS .................. .... _.....
BASE OR SURVEY LINE.,.,,,.
t CENTERLINE
--5" GRAVEL ,SURFACE
.m
i
VAR,
TO
CULVERTS IN PLACE-__ ...
Ax.^xcq
CULVERTS REQUIRED..._ ... .....�"'-
DROP NLET- .........................0
POWER POLE_,......................................�
TELEPHONE OR TELEGRAPH POLE.,,......... A
RIGHT OF WAY MARKERS.......,..
W _
REFERENCE STAKE FOR NO"
ONLY
MARSH
"x .. ... .
HEDGE .. ...
- --
GROUND, ELEVATION -
Da LVF
m
GRADE ELEVATION, .........._.
MTw cw� h
TTATE HIGHWAY
,PLAN AND PROFILE OF PROPOSED
i +� • 1,
i
R
NORTHEASTERLYBEGINNING APPROXIMATELY 693 FEET WEST AND 535 FEET NORTH
THENCE I A POINTt. FEET SOUTHO
NORTHEASTTHE OR OF
SCALE •---4
GOUNTY
ANR
HIGHRAY
ROUTE
AND
SECT�a
ppgSAND AGREEMFRT
FFMRAL
ptvlStON
OFFICE
SHEET
NUM"ER
TDTAL
SHEET4
STATE
fEMRAL
`
55.6
172.0
t1,5
SIN'.
a/
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 PRO-
VISIONS AS ATTACHED TO PROPOSAL,
EXCAVATIONW SAND GRAVEL._ �.., � CULVERT
NET AND TRAFFIC PIPE
[STATION TO STATION -- BOUND
LENGTH'— GRAVEL RIRRAP
OF COMMON BORROW SURFACE
FILL COURSE 1E" 24" 30"
CENTS? IN
fT[MNO 210&_I 21 OR_I 2t10-I 2}2D_2 2312-1 S.P. S.p S.P
UNIT LIN FT. CV. YD, CU, VD. GU.RD, GU. YD. CO. YD. LFT L.iTI L,F6.
120 + 00 TO I B I + 4 "8'T2' ;T$D 3; t99-- --F'--- t2
i
/Date 'Title
STANDARD DETAIL DRAWINGS
CONSTRUCTION BARRICADE T-4.L1
C... BCON INFORMAL WORKS
YAOHON. W . I AOAHCY
RISLIP ROAD, ADMIPoIi1 "A
wawa
ware w
omewm cowrvaR�®._.
m a. cnv
P WOR Cw8CY81!®.®T.
C4WW[Cf
CORR[Cf:
ReCOAAHMOUY FOR
0.8FROVAL,
DAT[
APPROVIUM
DAT
R8 tD FOR AMW4YAL
w4K R<4YeYeIM84Mh
• swpRse raivwc <w.mcx
Fiac weAm
emee.� amrw ArocY
5 0112 (S)
SECTION OF SNOW FENCE TO BE PAINTED ALTERNATELY BLACK AND YELLOW AS SHOWN BELOW,
LENGTH TO BE SUFFICIENT TO REACH FROM TOE OF THE BACKSLOPE TO TOE OF THE BACKSLOPE.
PROVIDE SUFFICIENT NUMBER OF INTERMEDIATE POSTS TO ADEQUATELY SUPPORT THE FENCE.
STANDARD "ROAD CLOSED" SIGN (W H. C,- No. R-15) TO BE ERECTED ON FENCE AT THE TOP ON
THE CENTERLINE OF ROAD. SIGN WILL BE FURNISHED BY COMMISSION,
POST SECURELY BRACED
!:! i jul�"
Oil Im
-17-
-BLACK
--YELLOW
iu STATE HIGHWAY COMMISSION OF WISCONSIN
CONSTRUCTION
BARRICADE
DETAIL SHOWING METHOD OF STRIPING RECOMMENDED FOR APPROVAL:
FOR 4' SNOW FENCE,
_—
DESIGNC
_ZZ CONST C �10NENCINIEER
APPROVEMr
H m O�T'J, 1945 rc
I DATE
L ... WHG LATE
7-4.1.1
l+ KARASTAS
_F� P— _fROJECT
' DEG I
0
P 1
r'
130
.12
i 4�F
;rP
^ A�
OUR TAN. LINE AT STA. 127+545 kS e
480' SOUTH OF THE S.E. COR-N.E. QTR-
N, E. QTR.— SEC, 17. K ARASTAS
STA, 127+54.5 S.R. RT.
I_ IS' X 36' CG.S.M. PIPE IN PLACE —REMOVE
wammomm
STA.127+54.5 SR.RT
1- 30' X WCULV. PIPE REOD.
4-0—
a CklCu "nave
. T
STA. t35+00 PE.. LT.
I_ IS' X22' CULV.PIPE
READ.
KARASTAS
_.._4150
__.. m.
__.. ...
.. 5
STA, 144+00
CONST. PE. RT.
KARASTAS
d
W,
STA. P75-a OO
I-WX 22' CULV PIPE REOD,
w
175
b
Qtl
+
170
®I
OLSON SISTERS
STA. 165+75
DITCH DAM REOD.
2 C.Y RIPRAP REOD.
OUR TAN. LINE AT STA. 168447
p IS 66V SOUTH OF SECTION LINE
vs
a{ KURSCHINSKI
PROJECT
ISO
1�
III
t ;
EA, j3-t
6F
1
1 " �
STA. 155+65 PE. LT
I - I R" X 22' CULV. PIPE REOD
µ E
I
/ u
a
m
KARASTAS OLS4N SISTERS
0.{III
i
STA: 155+65 PERT.
1.- 24' X 22' CULV,PIPE REDD
Y
5� T .'1954v
FI t 47 r, ILL 160 c'C