HomeMy WebLinkAbout1952 S0172(8) .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 Or WAY PLAT
SHEET NO, 5-6
STANDARD DETAILS
SHEET NO —
DRAINAGE STRUCTURES
SHEET NO, 7 -"
CROSS SECTIONS
543TA!10f1=
STATE LINE - .. .......
CULVERTS IN PLACE...
COUNTY UME—,—
CULVERTS REQUIRED......._...
TOWNSHIP OR PRINCE LINE
DROP INLET .......
SECTION LIME...,....__..
POWER POLE...........__.__.....,.....
NEW RIGHT OF WAY LINE....
TELEPHONE OR TELEGRAPH POLE
PRESENT RIGHT CFWAY LIKE
RIGHT OF WAY MARKERS---
WI--AeR—'A
WIRE FENCE ( WOVEN - — — - — - —
REFERENCE STAKE FOR MUSS ONLY iw—..:
BARBED .
MARSH.........
LOT LINE.y.HEDGE
> ..... ..
CORPORATE OR CITY LYWTS_
PROPERTY LINE , ...... - --P-1 - ,,q .
TREES....
TRAVELED WAY 00 PE..
"tOUR. ELEVATION—.
OO!
RAILROADS
RASE OR �URVFY LNE
'�IAOE ELEVATICIN.. ...
QAw
STATE OF WISCONSIN
STATE HIGHWAY COMMISSION OF WISCONSIN
•
PLAN AND PROFILE OF PROPOSED
12v
*J.I.H. B 8 — Ro""AD
ST CROIX COUNTY
PROJECT S0172(8)
R7R"R7MRR7 *�
BEGINNING AT A POINT APPROXIMATELY 1754 FEET NORTH OF
THE NORTHWEST CORNER OF SECTION
THENCE EASTERLY TO A POINT APPROXIMATELY 1320 FEET
NORTH AND 828 FEET EAST OF THE SOUTHWEST CORNER
OF SECTION 18, T 28 N. R. 15 W.
LAYOUT
SCALE
� 0 �
TOTAL NET LENGTH OF CENTERLINE - 1. 1 5 4 Y.
counry
AND
ROUTE
TE
F�"
�gS"ANOAAGREEMENT
L
='s'0,
MIDY.AY
SEMKIN
STATE
"DERAL
OFFICE
NU OCR
A
WSV
6r72
'
514
I
CEPARTMENT OF C0MMfRC--
OUREAU [IF PU9L?G ROADS
RECOMMENCF0 FOR APPHrVAL
11P Al'Y ll
DISTR(CT ErIGMEER DATE
*n
APPROVED
011TSION EN(lmf EH OA71
IIIIIIIIIIIIIIIIEW �0104
OF APPROACH W e 16, FOR P E. ,
W 4 MIN FOR S. R, hr
- L (H-0) S+11+®- +(H,-D) S+Ij
W/2
SLOPE S--- I - -,SLOP
- ------------ r
NA
H
� L
L D
SECTION IN FILL '1/2 SECTION IN CUT
TYPICAL CROSS SECTION
.3m
Im
FLOW LINE
OF DITCH
(L OF
CULVERT PIPE;
OF HIGHWAY
TYPICAL LAYOUT FOR SIDE ROADS IN CUT
c
O U
Jc
xu
oc
RADII SHOWN ARE VARIABLE DEPENDENT
ON CLASS OF HIGHWAY AND WILL BE
LAID OUT IN THE FIELD BY THE ENGINEER.
CABLE GUARD FENCE
��F HIGHWAY
TYPICAL LAYOUT FOR PRIVATE ENTRANCES
AND SIOE flOADS !N HIQIJ FILL$
A
BE PAINTEDALTERNATELY BLACK
ADEQUATELYSECTION OF SNOW FENCE TO
LENGTH TO BE SUFFICIENT TO REACH FROM TOE OF THE BACKSLOPE TO TOE OF THE BACKSLOPE.
PROVIDE SUFFICIENT NUMBER OF INTERMEDIATE POSTS TO
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,
4
DETAIL SHOWING METHOD OF STRIPING
FOR 4' SNOW FENCE,
STATE HIGHWAY COMMISSION Ol'
CONSTRUCTION
.BARRICADE
APPROVED-
OCT. 1, 1945
ME
F'
ESTIMATE OF QUANTITIES
IES
THIS PROJECT tS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN —EDITION OF lVi
�YFRaJEGT SNEET TOTAL d.
RA ( I
50172 (@t 2._....V
APPROVED JANUARY 23.1952: FEDERAL AND REQUIRED CONTRACT PROVISIONS APPROVED NOVEMBER B 1948 AND SPECIAL PROVISIONS AS ATTAOHED TO PROPOSALS, — - II
{{ TRAFFIC CULVERT PIPE GUARD F
NET EXCAVATION FIN- 081.IT• MARK TQP30rt. fEP-1,..
-ItGRt18 BOUND SEED
STATION LENGTH 0.EAk ----- - - SAMD ISHING RATE BASE RIP" MARK' ER Tit.- SEEDING
TO OF ING ING _ GRAVEL RAP ER OR ROAD. OLD COURSE SE05 SAL-
S7A714M ER UNCL� FILL WAY ROAD t6' 3Q" p575 RpR A vAGEd PIER
...._..r_.___.__. SOD
ITEM NO 2CI- 2102- 2106-5 210 - 210 - 2110-1 21144 2116»1 2204-123 4R^ 41t �„ 2512-M 523-
LIMIT LRA. FT CY CY CY CY $TA. STA. CY CY UN FT IN.FT MET, IKFT 1MFE CY FT EAGN EACH -
__.... ..._,.. _._. _ _ .__..... ._...__
260N 2526 6aS1 L592 [
SD.YO SO YD CfwY 54 TEA
A35+94 A 0 +00, 3594_ 6568. 4455 36 1600 IO0
B 0+00—B25+00 2500 13865 25 1110 _.�__.._
_._...,.._._s _ _ . _.. .. ...._. __ _ �. .... .__ 940 940
@094 20433 4455 6t 2Ti0 100 40-„-
e
ENrFRuNB_
It RAF a i �r �x� VAR.
4" L AGE TdP;OIL HERE RE40. t!!" PER
4" USE COURSE .. I2" SAND&GRAYEL FILL, STA. A 35 t 54 - AO 100
ORAV. OR CRUSHED STONE 12'SOIL SVSST'ITUTION STA. N 0 +00 - a254OO
_ PT REFERRED TO ON PROFILE 3 K-SEC,.
ULTIMATE FINISHED SECTION
BITUMINOUS SURFACING NOT PART OF THIS PROJECT
CONTRACT NO I... ..
APPLICABLE..._ STANDARD DETAILS_.-.
L-3.1.1 PRIV ENTRANCES B SIDE ROAD APPROACHES
7-4.. I,I CONSTRUCTION BARRICADE
ANDERSON
Sr
1 Y
1 Y
o, A35
r 4
1 4 30"
1 �
m
Y: E
{ HEl.QESGtt
ttVfl
'66, 20 + 15 A10
S7A. A33*44 BENCH MARKS
DESC. v El_EY]
at BEG. aRQ.t 50I72(Q7 H .
AN0ERSO4
P.1.— 22+W 6
— "-30*
S --30°
7—277.13
i
NAUGFG5
^.TA 14405 P.E LT
i?X24' CP. REQn
GEPATUS
fr�l
GE6ATV5
STA. SIP5 RE. LT.
18°X28' CP R50`7
L-5+49
GEDATUS EXCEPTION TO THE PROJECT A- 7.02'
STA, AO+00 TO B0tOO,80LF D- 2-W
T- 14O. B4` IN E
"TA 3+20
f B'X2WCPRE0D AS 2t0NE 0
(
{.. rr DAWN
.
BARN 1
so
IC%
15 B20 a
l 18'%20.' CB RE¢U � \ 'ggry L Sp -! �-
{_MATCH LINE
GEDATUS-. w� I 82d
GEDATUS a
L BENCH MARKS
Elf'
2
1 I6+30 SPIKE 11
7+21 I PINE ��__ .43 16 B.E6 -
OISON
STA. B25t OO
END PROJ, 5OI72(8)
NET LENGTH OF CENTERLINE STA. AG+00 TO 825+00- 3100 LIN FT pp
I
-------- __ _ - 4 +s, - Eou TOtt
o
+Q - c{{``tr saD e 2 _
BACK. 80 +00A EAD ... FLL 6754 C,Y. - _ is +83 + CU7 ° YB C.K._I
;. : ...
CUTS C.Y' :FlLLI123t C.Y.: - _ ...i I-.._ ... i _ :� sTa-A oorT _II
0_
i [
..._ a .... _ _
-
' - j
-. L_ � y
t 140
6+T5
I t3o _ EP N A -3 IN
TRUS3 BijIOGE,
®� _ i NEA jROOM P '. , ..I $ R0N YY 26'
- .I iFvff_. _ : e }4 iTO BE WI EN BY 36fJryY.C. i i` 41 r
Ca _ -r ra[[jj
SGFtA c "ELE = tL�fN`R'SPAtt' 6 °
. c
L°' _
BnNtY it.t�--'"ZA�` Y,
..
100—
f �.
i
nq
4 _ 3
4 _ 5 7 e __ T $.._ -__..0 ®20_...__,i_..�.2_ 9 10