HomeMy WebLinkAbout1950 S 085 (5) .pdfINDEX
OF SHEETS
BRUTE I
TITLE
rNO.
--NO. I
TYPICAL CROSS SECTIONS
NO, I
ESTIMATE OF QUANTITIES
SEALS NO, -
MISCELLANEOUS QUANTITIES
0 NO. -
RIGHT OF WAY PLAT 0-00
49 F00
NO, 2-4
PLAN AND PROFILE STA. CA'CO
51
TO STA. 52`SO
NO, -
STANDARD DETAILS O*OC
53 +B4
NO. -
DRAINAGE STRUCTURES
No, -
CROSS SECTIONS
0
, BT.70'
'L. CO.
�n
n
A.
MARTEL
L, KRAM'
MNSON
VO'
I
TYPICAL SECTION
CONVENTIONAL. SIGNS
LINE. CULVERTS IN PLACE F ::7
Y uNE CULVERTS REQUIRED
DROP INLET....... ^s .....
f. �'NiP OR RANGE LINE ._... _.. _�.. _. .. _
<�)N LINE . ,, .__.._... �, POWER POLE . ....._. ..._ _... fi
LIGHT OF WAY LINETELEPHONE OR TELEGRAPH POLE_7
u
fNT RIGHT OF WAY LINE
.. _.. _ RIGHT OF WAY MARKERS..... �._. ,w
FENCE ( WOVEN... �— - REFERENCE STAKE FOR NOBS pNLY 9y-g-®
\BARBED... __ .... MARSH ... _. .® �•
.rNE. .... .., HEDGE
e )RATE OR CITY LIMITS TREES
[ITT LINE — °E--C-6 �•{{
[LED WAY OR RE 'I : GROUND ELEVATION
OR Q SURVEY LINE.. 50 GRADE ELEVATION..
STATEO'
STATE HIGHWAY COMMISSION
PLAN AND PROFILE OF PROPOSED
%TATIOODVILLE-;!'
?"IROJECT
•
•
BEGINNING APPROXtMaTELY 500 FEET NORTH OF THE SOUTHE:. T CORNER CFSECTION ?4,
T. 294.,RJ6W. THENCE NORTH TO THE NORTHEAST CORNER OFSECTION I,T.294 R.16W
•
RAN r IN. ZOR FT,
SCALES PRFAILX NOR. i ,"2W PT= VwKT, 11N.— 20 FT.
LAYOUT
SCALE I --I
TOTAL NET LENGTH OF CENTERLINE - 3.546 All
COR"TF
AND
NICNWAY
_ ROUTE
"A
SECTgN
CRASS AND AGREEMENT
FEDERAL
DWISION
OFFICE
_ SHEET
"SEA
TOTAL
WEE'[S
STATE
FEDERAL
W'S.
4SN
556
e5a
!L5
i
r
THIS PROJECT 15 TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS.
FOR ROAD AND BRIDGE CONSTRUCTION OF THE S TATE HIGHWAY COMMISSION
OF WISCONSI N, EDITION OF 1941, APPROVED AS STANDARD SEPTEMBER 26,1941,
FEDERAL. AID SPECIAL PROVISIONS APPROVED AS STANDARD NOVEMBER 8, 1946,
AND SPECL AL PROVISIONS AS ATTACHED TO PROPOS:.L.
L�
GRACED AGGREGATE
FOR 1
MATERIiL-
I tENGPw
all .gq Rf. COOURSERSE
GW.AGG. H,T. i
FOR
DN TO ..F"ON
C OF
(OE%st DRADEL.SURF.
COURSE
C01415E
'GEMIEROKE
TYPE,CLA55%'i
ROAD 91%
(SURF
(3"SEGRAQED
TYPEi
AND
IACK COAT
.TOM wO,
2313 '�,
2313-5T
IILIN-FY
SO_xOS
GU Y05 _
GAt __..
Tn R3+I4
I SO RTP
46.500
I 2.850
52.000
•Tax• .14R v
".."AO. OP IAI
NADMo.. w!
w CCun4Y[L.SS.L. w 4 C R4wCw.
RFCUYMENG pY .�®P? Al�'.y
.t PPRpv Ca�d(�/,n/
Ent E.,�LB(3�i•
DEPARTMENT OF COMMERCE
BUREAU OF PUBLIC ROADS
RECOMMENDED FCR APEPOT AL.
DSTRIGT ENGINEER DATE
Al"RGVEG
DIVISION ENGINEER DATE
,E
t I'
am
I
SrA,IZ400
AZ— /79*36'
STA. 0+-P-Q--
BEG. PROJECT S085(4),
5FG, PROJ� 5 085(5)
E54 �-E
0
W.
15
n STA. 32+85
CQNST. PIE. LT
rl
F 66,
- ---------
STA, 33 tOS
CONST, P.E.RT
M,
mi
IE
us
NET LENGTM OF CENTERLIM _% +00 TO _r Qe§_WNJAL
E TA. _�TA 13+00!��r
-FEET—
ST!A,l +60 Tp D .SAN GRAYEL 11 LL 9400 C..Y-
To STA� 53+93
STC 30
-t-4-
L --- t
eo
c c% cu�V /N�P4
S-r-jk- avtpctoo rats
AM'OX�NATXI
ULVE
L-Ly L
F(K"
EM
X 44' CULVE RT P E RE02,
1-7 5
' --244�5
+ 1-36 ?q4OULV�Il- -
--4
4X31 -sktcuLz-ll'iiiiL
------ Ac E
1-36 A 40 CULVERT PIPE ftE4a _ _._� _ �''
A
Z�xa
—17
L
ptpl� nm
r lu fu �4
4i
r" ru —4 ---a
ck
0' to, lb - 4jj -
4 0 7 Z 3-9 5 6
7 A /0 a 4 56 7 8 9 20 2 3 4 5 0 7 0 9 30 / Z 3 5 45 7 e -9 40
STA . 4 2 + 06
CONST- RE. LT.
b
STA.
E 0 PROJ. $085141
r _
�5 50 U:
40
30
20 e+"P
n a w
(A STA 37+50 P.E. RT. P.E. FIT
12' CULVERT PIPE IN PLACE -REMOVE
16+45 I -16'X 24' CULVERT PIPE REQO.
2,-22 x5 264 VERTS CULVERTµ PIPEPLA_ REOOEMCVE
+ TO STA. 53+95 4095 LINEAL FEET. _... T.
TA 13 00 ._. -__� -f _ • _ ..._-
NET LENGTH OF CENTERLINE S .. T 1-
.._.........-._.-{ � i GRAY L ..._...,
G AN
_._
LJp
Y yT'A. 4$S`LV. I REMOVE ...
__. 24 X'?rQ`G. .S.!'-A GULi✓' !N .... _. _.
,
RE40 i
` � 6' CULVERT PtPE�
t
...-.__._.. - � i p6 k ..
` o
_ -
{
�-
j..—
!.:.___3e' QUaVERa PIPE EQD. 1 .... i .. ,
1R_..SPAit" O Y' s' ENOWALL9
0 FkEM
I 1 t
6T
i
-� cOr�ic
E1-15+41.7 MUNKwTZ
P. 6.— 0+00 S Ai-179' 4 5'
, AZ— V80`48 J KUCKENBACKER
STA G*:O P=01.S- 0",411 GAS7 10B
RAOUNZEL 5
.STA53+%5RROt 5085t41 mi 4045 50A �F . O�t
w 330 35 fi-31-1
0A .,. 20 g
_ __
5 IO - - - -_ - -- ---
a.
5d i
SI!NMONS'� M. SIMMONS Ok.S ON
+ +{ remKUCKENBACKER BROS. + a
+1 ROUSCH
ROEN
m
T, STA f0-!00 OUATiON
6 % ' IN F ..._..-----
�NaERtINE SL0. O+66P0 SaA 52*40 wD san a�oo 2. _._.-- , {— kj
t STA {38 +BZfNCRtAGE { C k� ` STA. S�2tt30 BK <k+O(ka+*fi ' q a 'C
_NET U.ENGTn OF GE p{ GE 5 GP_ T
! t.. . ..._._ Sia S9+o9
A
GG S CP IN PLACE ! _ . �4 { I'JO;S A TF
t -
t i srA zs+Bs
{
TO REMAIN
TA 0
4"�GGS �- 1I O-, P IN
R_ _.. .��.... _._t$Ta, 15t52
ON COE rtt ' E
B `-
iK6 REMN
NAN 7EIDENTICAL POINTPLa C �If1C
LH
l 4
-
_.___ a _ ��, x r
KENT
� Q �
N F PR H5S5,}
S t 4
BENCH MARKS _
. BFA. pE� ELEY
N0
cqY MEHLIES ^Ta � U N.W. OR BRIDGE 40.22
G. SIMMONS �1 45 50B i 2 +5 .I�!q_. 91
MUNKWITZ. �R�E_4.i ®
25 35 +I �,,-- '4`�-A--�EL__RF I
a 3it
0
' 15 ,"vi IB Dt5B9T,_._..r,..AR-
108 .� 20 . , sa - a:. '.�i 1 +IB
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