HomeMy WebLinkAbout1969 S0867(9) .pdf,I
INDEX
OF SHEETS
MEET NO, I
TITLE
MEET NO, 2
TYPICAL CROSS SECTIONS
IFET NO, 2
ESTIMATE OF QUANTITIES
BEET NO, 2
MISCELLANEOUS QUANTITIES
IEET NO- —
RIGHT OF WAY PLAT
IEET NO. 3-5
PLAN AND PROFILE STA. 97+00 TO STA, 179+00
IEET NO,6-6,6STANDARD DETAILS
IEET NO. —
DRAINAGE STRUCTURES
IEET NQ.7-8
1 R.M. DESIGN TEMPLATE
CONVENTIONAL SIGNS
STATE OF •
DEPARTMENT TRANSPORTATION
DIVISION HIGHWAYS
PLAN AND PROFILE OF PROPOSED
SOUTH COUNTY LINE - HUDSON `' •
CROIX COUNTY
PROJECT IDENTIFICATION NUM8ER
FEDERAL PROJECT DESIGNATION
791 -3-7Q
S O 67C
}
/ r
4RLANIIM, t0
SCALES PRCi1L! HOP, t IH,IN. -
IIX} BT.. VERY. t !N, m 10 IT,
CRONY SEQt.NS..R. I N,-IO FT, VLRL I M,-M RI
<«,,.R
.a,r<
Ali
N
E ti..,
�7111.9Rryl.rR
55.6
867.0
g
Ft/.,� Co ley
AST (1967)
200
ACT (1987)
400
CHV
60
d
60%
T
0%
V
50 M.P.H.
N
R-19-W. R.IR-W
i
Tas
q
ti
KiN-N
�' 'i•—
STA. 100 ♦4444�STA.4+OO
BEGIN PRO.:ECT S 6867(2)-'�'""
a
BEGIN PROJECT SO867(9)
To,
END PROJECT 50667(9}
STA.179+00
STA.97+00
`` ,> } II 4
APPROX. It FT. NORTH OF THE (ENTER
APPROX. 300 FT SOUTH OF THE SOUTH
It. CON OF SEC. 31,T-28-N,R-19-W,
((
ti%� f ,- L l . 1i
�i
OF SEC 30.T-26-N, R-19-W.
N * 394, 926 (t 20M
N = 38fi,8d4 (t200)
/ "^a --a '°''"``"` 'a ;^ T-27-N.
-
¢C-
E = t,291,941 (t.2007
E - 1,292,306 (t200')
�// ! I FT CkN„,� `
) Y `_ ..
IRE LINE._........_.............®r•
i
CULVERTS IN PLACE,... ........
LINTY LINE_.,...... _.... _.......
�.®�®®
CULVERTS REQUIRED .,.........
.]C�
WkSHIP OR RANGE LINE..
DROP INLET._.
-'' ----
CTION LINE .......... ...
...._....._.
POWER POLE ._..... ..,.,,..
........III
W RIGHT OF WAY LINE..... „......._.,._,�
TELEPHONE OR TELEGRAPH
POLE .. ..... 0
ESENT RIGMTCF WAY LINE
.,.._
RIGHT OF WAY MARKERS,....
Z A — _Dr
'T FENCE WOVEN..._
REFERENCE STAKE FOR HUBS ONLY_ E„
MARSH ...... ........
T LINE
I ..... ._...-..,
„___..-....
HEDGE ....... . ......
_.,. „., _,-. __
,. ,.,,_...
RPORATE OR CITY LIMITS
,OPERTY LINE
'p""'""'.
PLC.". ZA
TREES__ .. _.._.
f
GAVELED WRY OR P E_
GROUND ELEVATION.
.".
ILRCADS..,. ._ ... _....
SE OR SURVEY LINE__ .. ....-,--�"K-�
GRADE ELEVATION.......
SCALED FROM U.S.C.S. TOPOGRAPHIC MAP, RIVER FALLS
WISCONSIN, QUADRANGLE FOR IDENTIFICATION ONLY.
ALL COORDINATES SHOWN ON THIS PLAN ARE REFERENCED
TO THE WISCONSIN CO-ORDINATE SYSTEM CENTRAL ZONE.
SCALE 4e
MILES
4
TOTAL NET LENGTH OF CENTERLINE : 1.553 MP.
... __._..._ Sire. LO.,w.
a1--STCRIDA Do
b.rft.RO'{.o�
' 9 PPFIRGQ44 ^Y. FFCR
cn Ft ' ss.a^a
STA. 97+21,21 ' ST0.102+07,15 STAMS+85.72
0.2, I60. 29` Y S0867(9) 3 $ I
t2 w 7918-3-70 STA.122+1 �.�._.J
� 3 3 J rs3
Ulf Qf U j0 d E�
N2 N X@ Nam.
31
BEGIN PROJECTS0867M j`b ? z z 14JM" z
STA. 97+00 t r . r` o „{ N 3 (¢ STA. 112 t 45 -
t CONST, TYPE "C` CONN. LT" z�
W �«' '• i 1-24'X 60`G.P. CLASS IS REWO
k STA. IOQ+62 WIS. TES, CO, 1.. <'(} ` 2-APRON ENDWALLS REgb
CONST FE. LT.
,�,1 a RIVER Fa6t.5 WIS..
6 +
95 m IO ° I05 110 t 115 _..�_.�..a_. L_ 120
_..., -- —..®{E,0+00 -e-..-..,..f.� p.._,_.._..,tt4 Je.�....1 � ;/`� /./e' /"r _.__ ^F.__-r,A.._._x.__-➢. e ,...�r,..er`+i3._ ___-f-�,r' -,�, �-`-•_"�.T:,.'.c,.
IDS
T.TYPE GONN. R O �T. � -`s_.. t14+00
CONS
_.�.. �... x_'_'
+91
STA. 97+69 SOFA. i NSTF.E. F.ERT. _ BEGIN OBLITERATION
3 O
CONST. P. En RT H I-18'X 26' C.P CLASS III REQ'D n3
vm_
STA. I00i-50 TO 113+50 RT, eWn CO. STA, 108+27 RT. w ¢ STA, 119+00 TO 122i75 RT,
INTERCEPTING EMBANKMENT REQb. ui 1, SODDED BACKSLOPE FLUME REDO. "���.,^
z I SOD DITCH REO`D
580 S,Y. SODDING REOb v> w 8O SY SODDING RE4 D. y z SOO S.Y. SODDING REQ`G.
W N
m
STA. 97+00 TO 122+00 z 6 f'
CLEAR 5 STA, 3 STA, 102+50 TO IOHt 20 RT.
GRUB 5 SPA. 0 SOD DITCH REQ`D
„,w 730 BY SODDING REQ'D STA" 108*40
+N
T N CONST. DITCH DAM RT BENCH MARKS
Iw 15 SY SODDING READ. wo i srn ' CESc-
15 cncw E Ev
NET LENGTH OF CENTERLINE STA 97+'00 TO 250 1N�FT. _- _,_-._,___-._ t _. ... � _� ._...
I 92+97 $WKE v TELE^4 E PoLE LT 33 2 a
.T -_ .. __ -_ T b3 27592 i
2 y 0+45 r$+'xE N ICWEW P E "
3 tit+i2 i s%"xE iN PCWEW PIXE t. S ir592�j
9id Y C
200
{ f_ I
._. d`+
� C(
i92
C 6'
I
_ I
. _._ ._
., �....._.�._._.--__-STA, 708 rz7
w {{ 1-15'X38`C_P IN PLACE 4k
REMOVE !
1-24' X 60'CP CLASS= REDID '
E.-APRON ENAWALLS. RE4`0... __. _ ._ -. _. _..-__ a.._ ___. I L.._.®250_.
CUT =4541 C.Y.. +15 _ -._ .. ... _ .. .. i GUT - 8,675 CY. ,_ _ -._-.- saa'vc�
�.� _-.. .. FILL H,675 C.Y.ssa aar z"
_ EILL 9 33 �r___ __. {%T . _ _ sHH . zsx_.__. __ _ , -% .-s0
. - SHR. 25% _. 1
f
tq
.__� _.._.� O. .. _...._ 0 O N P 0 0 0 0 �� O O Q
.�D-.. p� e.p _._.... �y p. f4_ w 4 ..-SV._-. 0. �..... .._ffi . v m .�N_ Q-_-..� ....-,_,. qy _....._,. _.m_.. .. ,.....�...yy.....,.. -4.�- M-- rtL�D-
7 N 0 m < 0 n o .h M
L " N N. N N
Y x
1 a : ..--_M1 ___.....qc _ a �� T H 9 100 1 2 3.,-. 4 Y05 _ 6 i e _.... , 9. .-.. _[PO , r.... _? u3 3 ,.. _. _- 4... _.1I5_..__ 6 7 H 9 l20 A !s 2a 3
POT
STA-122 tITIO
STANLEY B.
PASTURE
p27oT ST4+7242 rr
STA_128t50
CONST, RE LT
cT_ R 1. STA 134 �h 50 TO 141 ±00 LT. STA..147t25 TO 148 ±00 LT 7918-3-70
STA, 131,�56 134�E,50 L 3j SOD TOE SLOPE REUD, STA,139+ 41.58 SOD DITCH REOID, SOD TOE SLOPE REO'D 870 S.Y. SODDING PEdD. 30 Sy, SODDING RE(�O 50867(9)
120 SY� SODDING REO'D AZISO"27'
0 STA, 149 �L 75 TO 151 i: 25 LT.tl - — ---- ii�
0 SOD DITCH REUD, +
__;� L� I0,DING REDID 200 S.Y.ySO
STA" I
cc
CONST. FE. LT./
yjN m I-I8'X26'CP CLASSO1,1REO'D
Oi 140 145
N I'T4 E
WOODS
50 FIT
w
BEGtN OBLITERATION
Lj z
Im
STA.121k00 TO 150*00
33 STA.
3D
w
STA. 122+00 TO 152+00 zSTA. IMk75 TO 125�EOO RT.
CLEAR 9 STA, SOD TOE SLOPE REdD.
GRUB 6 STA. go S,Y, SODDING REQ`D.
' ODD
NO LL
A I
+:
OTO �5 SIX 152+00 1-1
STA, 133±50 '0 134:1,50 PIT, Co�
SOD TOE SLOPE REQ`D, MARKER POSTS READ.n CONST. FE. FIT
40 S.Y. SODDING REOD 6 - STA. 121 135 TO 12 3 k 85 LT. z
3- STA 123�t4O TO I24*40 RT,
3 - STA. 125*32 TO 126132 LT Z END
I - STA, 126*00 FIT
< u
It OBLITERATION cga
3 -STA. 1294:40 TO I30i�40 LT STA 134±50 TO 141 ±00 RT.0
- STA. 129+00 TO 130:EOO RT SOD DITCH REOD 3 z
870 Sy� SODDING REQb 3 - STA. 133t00 TO 134±00 LT m w
w
3- STA. 133 +85 TO 134185 RT.
10 - STA. 147+50 TO 149i;5O LT BET
STEEL PLATE BEAM GUARD CLASS REO'D
141S- STA 123±85 TO 125±32 LT z z154'- STA. 124�L40 TO 126 ± DO FIT "v w
254N - STA, 130+40 TO 133±00 LT.
3791 - STA 130*00 TO 133±;85 FIT
8 ANCHORS FOR STEEL PLATE BEAM FEdD
70'
...... H ------ BENCH MARKS
----------- K)IST. No STA
6AK TREE LT. MO 156.44
y 127+72 ERNE IN �Elk PE.CE MST LT M' 20930
7 139 + 41 SPIKE IN C
I SpxE IN wWD MST LT. Mf 1 ISIL11
CUT 12,862
SD RD, V)NN, �T-
FILL lo 006 Cy.
46dr SAO.
TA_ 148 t;5
A-301X86 C'P CLASS wo
CLASS
2—APRON , ENDINALLS REDID, I
0
1 0
mctl
TQ
ID
ti
16
T
% A
A 2 2
X 56 PIPE CAT;TL020ASS R I
rT E't
EN NALL$
Va'ot
STA.166+ IS 36 176. 15' STA. 171 t 50 TO 174 00 LT, STA. 175+2 .61 0 xlw� I
AZ 3-45' AZ. 81- 52P
A - �l
D - I • SOD DITCH REO'D
0 . L, 8
T - 187 55' 335 SY, SODDING REQ`D 3t 1 11
LC. - 3750 0 S.E.- 'j T 4 7918-3-70 ireSTA 160 B!r
3i z
0 Z464ST.- IAE--LT 'i END PROJECT S0867(9)
wx z
ol DRAIN, eK- 5 AN STA 1 79 + 00
31�t ME STA, 177+51 zm
CONST PE. LT ON
STA 165+46 E
VS T L CC
CONSTYPE V CONN. LT. 7E—R FALLS ors.STAL 157 + 06
GONST FE LT. DARWIN D. t
1-18'X zw Ci.P CLASS M REQV EDGAR
---------------- :'� j
155 TREES ---------- —4-
50 Af ------- --- ---------- - - - - - - - - - - - -
7=j
'em
- — - - - - - - - - Loa STA. 177+ 42
STA, 165+4CONST. FE. RT.
13 �-48-X2*G.P'
ST, CFC`x Co ELECT COCR CONST. TYPE V CONK. FIT,
CLASS M RV" 0
z
+
W
STA 171�OOTO 176±00 RT /Z 0 a 1Om
z SOD DITCH REdD W�i
0 670 S.Y.SODDING REdD.
W&
0
1 0 1
vi
39
STA. 170±50 TO 178:E50 R7
STA, 152+00 TO 179+00 INTERCEPTING EMBANKMENT REO'D.
CLEAR 3 STA. GRUB 3 STA. 355 S.Y.SODDING REQ'D,
CE, C� R7 120 51
SP�KE14 PC.ER MLE LT Eo' 2423, _ _ r- --- — -' Vi
'ETA o"C-
E 2F 247
NET LENGTH OF CENTERLINE STA. 152+00 TO 179+00 2700 LIN. FT.
END
-4-m' 7
CUT 8,188 CY.
----- ----- FILL 6,548 Q X IT CT 7
STA. IT
25-% Bj QQ--. I - - - ----
1+
-- - --------- .. . ...
4T, Sa
+
_4+C_.1.__...—nN :..- __._..._, _'.. ul-�'ry----__ ._ .,..__. __ . ..
IN -------- - --
+1 -
0-i
Soo: vc.
MLI's
+
STA, 4t4O RIT. 3 C 'p Igo-
N PLACE-: ------- ----- - - ---
REMOVE
w m R4 '00
aJ 16
0 10 0 0 ON 0 0 0 �,7 N
T
- - ---------
3 4 155 6 7 8 9 t6O i 2 3 4 —j65 6 7 e 9 170 1 —2 3- 4 175 "B 6 7 8 9 ISOt 2 3