HomeMy WebLinkAboutP DYG BRIDGE 170TH ST.PDFJACK PINE
4E
mp
Dm
gm
999
mm
as
bl�
14" WPLE IN do 12" ELPA
MAPLE' CLUSTER
RT STA. 21+25.43
P.C. STA. 19+44.39 Pl. STA. 20+00W TL BK.=
-STA. _19,F99.7_5 PL. AHD.
PC, STA. 18+74,32TL
Pl. STA. 20+58.70 BK.=
STA. 20+5&42 AHD
oll
It
CURVE DATA 7L
tx Pl. STA. 20+00.00 TL BK=
STA. 19+99.75 IL AHD.
a® 60-16t-40"
RISE D= 20-30,
T= 125.68
L= 251JI
on
No
E= 3:45'
R= 2291,83'
PC, STA. 18+7432 11-
EST STA. 21-v25.43 IL
BEGIN PROJECT
IT
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cn
19 20 21
PLATE 1, PLAN -PROFILE
KWFFEL & ESSER CO,
48 7020 nine iq u, S, A:
■
CURVE DATA
PL
STA. 20+58.70
� BK.=
STA, 20+58.42
Q_ AHD.
�=
60- 51L03"
D=
30-00'
T=
114,32'
L=
22&36 1
E=
3.42'
R=
1909.86
PC.
STA. 19+44.39
Q.
PT
STA. 21+72,74
�
22 23
_yl—
OAKS
Pi, 3 TA, 2 7+ 00,36 (61 BK.=
STA. 27-�00,00 I AHD.
N 30 59 20 E TRUE 2.5
N 30 24' 57"E TRUE
2ant�_ ____ - PI STA. 27+00.336 CL BK.= / �2,L _,§ (A, ;.� 6
w
0
+95.53
[49,57 AZ = 179 0- 25- 37"
NOTE:
1. ROADWAY APPROACHES TO BE GRADED BY OTHERS,
2, STEEL PLATE BEAM GUARD (CL. A) TO BE INSTALLED
BY OTHERS, POINT REFERRED TO ON PROFILE
3,2 :3.0, 10.0, Iao ao,
004YFT O.O 4'/FT,—
0,015'/F-i. 1 0.015 YFT
f4:1 (NORNIJ
A'A -2. 1/2 :1 (MAXI
POINT REFERRED TO ON CROSS SECTION
—?" BITUMINOUS CONCRETE PAVEMENT
—8" CRUSHED AGGREGATE BASE COURSE
END PROJECT
STA. 23+55.84 TYPICAL TOWN ROAD SECTION
25 26
Br -'NCH MIARKS
NO, STA, DESCR
IPTIO
N
. El- E
1 22+80 MARI, E RAILING-S.Vl, CoRNER 99'17
0
t
0%,VEN AYRES 81 ASSOCIATES
COINSULTING ENGINEERS
EAU CLAIRE, WISCONSIN
PLANN AND PROFILE
�N
DESICNEU R. C. cUNLU
ByBY
0 R ANN.
By G. L.D.
27 DATE®
JANUARY SHEET 9
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em,
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