HomeMy WebLinkAbout1950 S0556(3) .pdfINDEX
OF SHEETS
''. ,T Ma 1
TITLE
iT RO.. I
TYPICAL CROSS SECTIONS
.T No. I
ESTIMATE OF QUANTITIES
IT NO, -
MISCELLANEOUS QUANTITIES
ET NO. -
RIGHT OF WAY PLAT
ET N0.2-5
PLAN AND PROFILE STA.0-600 TO STA.. 124 too
ET ND, -
STANDARD DETAILS
ETMo -
DRAINAGE STRUCTURES
ET NQ -
CROSS SECTIONS
CURVE SUPERELEVATION
3•,00' 0.045 FT/FT,
4..DD' M06
5.-06 0,07 "
T-OdB OVER 0085
i
CONVENTIONAL SIGNS
CULVERTS IN PLACE_,.,..-.....
CULVERTS REOUIRED..........SHI,.
TT LINE........
LINE RA1NE ....
.._-._,--,_. DOOR INLET......,,.,..
HAI1GE
WM LN!'......._„
._�..__..._ POWER POLE.........,_ .............». .M
TELEPHONE OR TELEGRAM
AIWT OF LINO. ,,....
RK;HT 0P WAY MANNERS.........
CMT RNA1T CF WAT LINE
.v..®.--®®
REFERENCE STAKE FOR HUH"OTRY:;.
FENCE JWOVEM...........�.—,......
•,,
MARSH_
j+w•ww 4i
................._.
IMARKO..,..._,..
�-.--...-.-- ...........................
LwF..............._,...,.....
..__,...._._... HEDGE....._...._..._...,..,.....,
�-A (.#
ORATE OR CITY LIMITS _.'^
.... ........ .. _.. .....
TREES.
.
'CRTY LIME..._. ..-.
---. GROUND ELEVATION ,. ........^
"
' CLOD WAY OR O E
AOAOS .......
: CO SURVEY LINE....
GRACE ELEVATION_......_.....
O4iW •K
STATE' OF WISCONSIN
STATE HIGHWAY COMMISSION OF WISCONI
PLAN AND PROFILE OF PROPOSED
HOUL 1 4J I♦HARDT A
ST CROIX COUNTY
PROJECT S0556(3)
BEGINNING AT A POINT APPROXIMATELY 88O FEET WEST OFTHE CENTER OF SECTION 30,Y30m.IR19W
THENCE
SOUTHEASTERLY TO A POINT
TI OIN APPROXIMATELY
(4 W, O FEET SOUTH AND 363 FEET EAST OF THE N.W.
CORNER THE B.E
pp so+oo
6 ry}.NYIM. 104 Tf.e0•Ok 401S4+04 _ �tA�gas pplt4a4d
SCALES i1 AROFM2 HnR. TIN. ®SOD �i� YYt� IOH,®iO FT• 4A b' TOSO
CROSS SECTIONS I IN•SFT NOR.A VENT STA 40 *OO To ITA.124-00
s STA. 124+
13
IV I
JIV
THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD
EDITION
AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN,
PROVISIONS
OF 1941, APPROVED AS STANDARD SEPTEMBER 26,1941', FEDERAL AID SPECIAL
TO
R^49-W
APPROVED AS STANDARD NOVEMBER 8,1948,AND SPECIAL PROVISIONS AS ATTACHED
......
STA 40t00 PROJ. S0566131 PROPOSAL.
33
EMI;
-STA40t00 PROJ.S0536I21
4 °
A °
NOTE:-
- y
Io 4 Iv
STAT6t OO TO 86t00 EXCEPTION ON
EXCEPTION TO QUANTITIES
_
v
PRODS05S6(2)NOT
ESTIMATE. OF
T
30
PROJ S0556I3i
NET wEARIroG SURFACE AGGREGATE BITUMINOUS
n
N
GRADED AGGREGATE FOR MATERIAL
20� E
�' 6.«i
LENG%H 9tT.SURF.O CURSE GR.AGG Hi T. FOR
STATION TO STATION CF RSE SURANOURSE
S
2
T6PE GLASSQC IOENSEOGRARE
R
__.1 m.
CENTERLYNE R0A0 MIR TT PEl TACK GOAT
LAYOUT
SCALE
O
TOTAL NET LENGTH OF CENTERLME * 2.46b MI.
NOTE SHEETS 3-5 ARE INCLUDED TO SHOW
PROFILE S ALIGNMENT ONLY. OTHER
INFORMATION NOT PERTINENT TO THIS
CONTRACT.
RTATR HWHNAY
COfSM11410K OF WtKIP.'dIN
MADIRgi. 'TIT.
ww.N.e M-a �.na
RRC9MMyR// FW/* /PN APMdVA4:'
AI`YNaYRD'.'.
p0.P
DEPARTMENT OF COMMERCE
BUREAU OF PUSLIC ROADS
RECOMMENCED FOR APPROVAL
DISTRICT ENGYNEER DATE
APPROVED
li
19
#�0 y
f
i'
i
40
5d
SGNAFER
RNER
T30 COMTq SEG"S
"T3C�N R`^t.@'N
�' aLLIerAN `�. '•
,p
PA, 46t21
6. 27'21,
D. 7'3
T. 199.1'
r` SCHAFER MCKINNCN
3S
PROD. NO, 50SS6M SWEET e ms:.-: -
STA. 61-30 LT-
2 0* CULV PIPE REOD-
4125—
60 w
4
x
4.16'S9`
42
D.
PA' KINNON
19 16
a. 26'43
65
¢ 0
0
8
m�
53t65.6
`�
a
39' 57'
7'
_
297,53
o
'
y�1
TO 50,
MCKtNNCN
NET LENGTH OF CENTERLINE STAY4q a Oq 70 +' Qq a` 3000 _.. LINEAR E - - - - - - -_
k
2o0,
C
_ ! _
4 ; v
6 as
r t t
.470
�_ .� «�
0. �- , 30o v.G.k
`-"--`t _ . _ ._........_.-.. f E _ v� C— ".1528 YES . C i __.-,.. -_ l P zlco
- - { - d C— T,004 YG5 4 ... —'! 84 'Y
C c 1 _
I -1.. ..G® 628 YDS. G—^ 138q" YGS. v F_ 76Q - I A7
iii F t
B7 YDS. TO {n
4k (k
15Q_ :81[C t F— 848 4.._.S242I
V S
-R4 _
�..- 188 AHD. � I .. - �.- _. ° • .. t .. � _ -. - - -
IN -xV m
{
I t
{ iQ �._- •q n 7 ,n rv� � � k> to _vi _ Z
pRoj, No, SOS56 (2) SWEET 3 Oft;
McKINNON
P.j. 77t536
AZ 145*30'
1� X', ",—PAVED OtTCR 1�
B41VC,111�-SPFKrIN
S"
EFESC.
C�
TEL POLE 0
Off
-------- WT7---T . . . .... .
bf
L
E ME
5
"o�
52-
'0
j 6 5
L
7147
205 ??
M.
M-KINNON
�80 0 +
0
t r-5(1
---- --------
STA. 72 + 69 FIT,
1— 24*920' CULV PIPE REOD.
w E
SW.COR - N.E.- N.E - SEC. 32T304 M9�
IS TU NORTH OF STA. 93b81
MCKINNON WALOROFF t4
�d
4L2
+
NET LENGTH OF CENTERLINE ETA 70.00— 100.00 - 2600 LINEAR FEET
197t42.3
4-1w A 23-42 1
D: 4'
T. 300.e
M-KINNON rELSIE WERT
w
WALDROFF