HomeMy WebLinkAbout1967.pdfErvlws��
SHEET NO. I TITLE
SHEET NO, 2B3 TYPICAL CROSS SECTIONS
SHEET NO. 3 ESTIMATE OF QUANTITIES
SHEET NO, — MISCELLANEOUS QUANTITIES
SHEET NO, — RIGHT OF WAY PLAT
SHEET NO4-7 PLAN AND PROFILE STA. 127+00 TO STA, 237 + 57
SHE ET NODARD DETAILS
SHEET NO, DRAINAGE STRUCTURES
SHEET HOLD. IS MACHINE, COMPUTATIONS
mmI
STATE OF WISCONSIN
PTATE HIGHWAY COMMISSION OF WISCONSIN,
•
PLAN AND PROFILE OF PROPOSED
ml
010ARDMAN w NIEW RICHMOM,
ST CROIX COUNTY
PROJECT S0553(9)
SCALESP—.71 ILE, N.---
OR. It' ",-I M 1, VVKT. I M - 10 ETI
VERT.IM-10",
j_36+96,4 FROJ, : 0553(3)
R-19,W R-M-W R-17-W
STKN70N
i R ME
Al
=110 I = IN
EAST OF THE SIN COR.OFTHE NE.V. OF
THE KWV. OF SEC 16,T-50-N,R-18-W,
-STk 4t+00, PPDj S 0553M
STATE LINE.
CULVERTS IN PLACE.- .......
C"Ty LINE-_ .....
CULVERTS REQUIRED.,,.....,.,,.
TOWNSHIP ON RANGE LWE-_
MR INLET-__...
SECTION LINE-__ ............
POWER POLE...
NEW RIGHT OF WAY LINE...,._....
TELEPHONE OR TELEGRAPH POLE.. ...... __0
PRESENT RIGHT OF WAY LINE
RIGHT OF WAY MARKERS. ----- -
y__A
WIRE FENCE WOVEN..
—
REFERENCE STAKE FOR HUSS ONLY. zhi•
B&R8EO__ ....
MARSH_...
LOT LINE-_ .........
-----------
HEDGE......,..............
CORPORATE OR CITY LIMITS-
TREES .....
7.�
PROPERTY LINE....,.,.._......,..,.
TRAVELED WAY OR PE-_
_,U_-jEjk_
GROUND CLEVATION--,
9.--
PALRDADE__,,__
WE OR SURVEY LINE,......,....
GRADE ELEVATION,,,,, .......
Una=
55,6 5530
41,9
wttI
F1 Z_,F7 Cc) F>lv
79XIMISIXINVUE "#
ADT (1967)
320
ADT (1987)
640
DHV
96
D
60%
T
10%
v
50MPK
STA237+57
CIIICHM OND
G .4 T,3" APPROX.16FT. EAST AND IDFT. SOUTH OF' THE
I
E NW.CDR. OF THE S W. V. OF THE NW. V. OF SEC !L
If
SCALE omzsw�
Ni
TOTAL NET LENGTH OF CENTERLINE - 2.094 ML
at
._ _.�..._ 152t 8L40 CS0553481
P O.T.- 445t 72.80 iii
STA. 152150 PQT.
634+71.65 CONST S LT
1-24-X50!C.P GLASS M
REO'Q! I57+00
08L.. STA 15 :!-5 OLD ROAD �.
2-APRON ENOWALLS REO'O
055319)
z STA 156t50 T0152t50 LT.. pie
BEGIN P J Tm 2.0 STA. ""' ��r ' A f
STA. 127+00 m ff ' N�
W— m t
cim °"C F r 00
anc / w,t
0z / 3M
00
Rb i ICJ pJ
Nr STA135 + 15 .
Sri ..... 1 5 / CODRAIN
F.E. LT.14O I45'. t50 rl
ra'
0 DRAIN 8K. B AH.
ST C ; i CQ. €LEC.CPS
---------------
ST, GR0I TEL. CO f S
gg sd New rtwr+rPNo wrs. \ /`
S/Se""{sex V ,`J{,.�
4/f`e r G A�7 TA.
ccP✓T f aG` CONST PE. RT. \ /
q-W X C.P. C@
LASS REO'0 m
�\
do C� YF �%R K ♦y / N-f F.
a N c rrs Ft. 9S f/f Ngo i v
W ui
W 2^ /! � n
Y rh �'ua p¢4 N
_ z Z~ /STA. 127+00 TO 157+00 s9=•' BENCH MARKS
rGRUB I STA. -
5 E FawE FO6E KT TS' S4 Yf .
p-
I
-;;- -' -v�
p 0 T P L '
157+00 STA. 168+ 1081 179+69.45 -;-
A - 128'05' s 0-5 5-3 m)
AZ -51-55'
D 5'
T 5 57 92,�
L 103S3
SE 0 070 FT, MARKER POSTS REO'D.
TRANS-- i7o, STA, 159 ± 00 TO 160 ± 50 RT - 4 EACH
STA. 159 A, 00 TO 160:1, 50 LT - 4 EACH
STA, 162 *. 50 TO 167:E 00 RT. - 10 EACH
STA. 163 350 TO 136 * 50 LT. - 7 EACH 6!p
STA, 162 -100 TO 185 ± 00 RT. - 7 EACH ww
STA. IS 1 50 TO 195 t50 LT. - 9 EACH
z 0
IN
w
Li
vi 2! Wz
x ;ea
ISE
too
0 41
------- j7O 039
0.
STA. 157+00 TO 187+00
GRUB 4 STA.
r. STk 177±00
E17 oe CONST F E, RT
Rsott, SIR W,�
PVT BENCH MARKS
-It— 0 E S CR-I P—T 0" —K
0
n
E STA. 157+00 TO 187+00 3000 Lft FT. — ------
NET LENGTH OF CENTERLINE —T-
So
'CUT C.Y.
CUT 15,011 C.Y.
FILL '1 7- C.Y.
tz,t9 Y. @ FILL ll,-46 C.Y.
DR 200
SORROW rtsoc, C,Yj
Fu
F:
Boo' w A,
7— — - I
59cr sso
I
121
IT
STA, 175 +00
E E
J-24'X 76 C P CLASS M RE6'D,
A c
APRON,ENDWALLS REQ-D
--7
-7—
-.---STfi- t 42--
Tyll VXVX ox REG'
WI
------ I ONTR=T
7—NTT
!4 --- 7—
7
1723
4 17 6 7 8 180 1 2 3 4
6 160 3 4 0
a
-.
`
.,
,'
•
�. Y
Y Y....
.
Y
ll sl
-# `.YY
...
..
�
r
±I
.�
Y.
+
i
i
Y
s
�
1
N Y 1
n Y.:
a �Y
�
�
�
��
�
�.
..
�. y
r
'�
.�
r
Y y - . y..
Y.:�.
'Y
`.
�
•1 _..R
h >Yi
1.1
.. Y...
i
i •..
• N Y
Y'a
!♦
� s!
�
{� 1 w
!
•.
,.
• #9 f
"'
�Y
..
�
..
.s
��
�..
ti
.f a
�..
. -
....
•a
wf
a.
Y YY
� .
la
�i
�
c
•
,:
=p
fa •
Y
w-
.r�ati
-
a.
n
a ..: y
�•i.-
�
Wr.-
s
Ti
.,
w � �
..
rs
r_
4
1
�II�IYYrypM
�
B
��+
�
M
���
!�
M Y
N
�.
yYyyyy��ppb
•
• �
•..
�
f
�
i
L
POT
STA�fe+-1-4,B STA, 222150 POT FO �T CONST. RE. LT. CONST. P E, LT. 226+6809 IA
234+82,95 2374 67.25
STA. 230±30 pp
z ax CONST, F E. LT�
w x
0
STA. 230+00 TO 237* 50
w OBLITERATE OLD ROAD C.T.
om I I
8 STA,
0�
00 m IX
0 1 z ul
I w :e z
re w 0
Lj� WOODS
ow
0 WOODS
STA. 237+57
CONST MAJOR SIDE ROAD CONN-
:'W 220
SEE SPECIAL DETAILS
235
IT
T
%
Wee
7
T7L
sT �m CO ELEC OD or aALOWIN I 3X27 Z7- ecf 'AG" LNW- WOODS
WOODS
k +
�3f STA. 22,9 + 45 w 4 1 k'
N 0
om CONST MINOR &R CONK RT 0
w - 1-24'X56'C,p CLASS I RECY om D;j n3�
ow
2-APRON ENDWALLS REQD X I W -
STA.217+00T0237+55 3g� I I END PROJECT 50553(9)
00 SOD DITCH RT. m
GRUB 12 STA. �fm STA.OZE50 TO 2*00 MARKER POSTS REQb, .1 0 ��km I I STA 237+57
zw 210 SQ�YD. REQ`D. 0 3f:e I I I
STA_ 230 i 50 TO 234 ± 50 RT. - 9 EACH ze,
0 STA 230 + 50 TO 235 :k 00 LT - 10 EACH ?gn m
w z I
0
STA. 230±30
CONST F.E.E. RT. w
XCpf NET LENGTH OF CENTERLINE STA. 2174 00 TO 237
0' �"12 237+57- 2057 LIN, FT_
T,