HomeMy WebLinkAboutD 1990 BADLANDS RD RECONSTRUCTION V2.pdf1'990
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BADLANDS ROAD RECONVISTRUCT10-,
HUDSON TOWNSHIP9 WISCONSIN
LOCATION
74'
18 MILI
TO ST.
STEVENS ENGINEERS, INC.
CONSULTING ENGMERS
1301 COULEE ROAD
HUDSON, WISCONSIN 54016
(715) 386-5819 1--800-822-7670
LEGEND
z1fMamm"
GAS LINE
SPOT ELEVATIONS
EXISTING
.83.6-
MMHSSlON NO� :")"89--04
NDCX CF SHEETS
1 - TITLE SHEET
JT#J��g
5-6 - RIGHT -OF WAY PLAT
SHEET 1 of 24
APPROVED FOR
TOWN OF HUDSON
BY
E.LEVATIC N REFEiREYlCEC) 0`1
PLAN & PROFILE SHE:Em i S (TYPICAQ
CLEAR ZONE
L
2'
7 A3Y
P OF >UBGRAC)� SHt"?UMN ON
C;,Rt) r. Iol('LYPIC: LEI_,)
-711
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F, CF ft"'ANCI AR Eat lR—`I'„A S E
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E
GR,%J'j'..I._1` \ SUB 3f1..',. AFL.
rt �C.F h.14JE_Fi L.. fitVE.-P .E 4i Jf rlt l/u.s
a
a
[TER FAEIRIC. 1 -.tN
I I TAMPED
it BACVF"ILL
C1 %l-u. CJ� h•lI I.
i
i � I 6" Exr�t.
DETAIL FOR JOINING SEC71OtdvS
..............
f
CENTRAL. ANGLE _
7-1 COR
RADIUS
2432.67"
�y27I?E
ARC P ENGTH
304,28'
T-
TANGEN`I LENC-TH
152,34`
CHORD LENGTH =
304,08'
J AEl I-I),"F`��'1.
24'
E�° r„L
DEGREE OF CURVE==
2°21'19`"
_
.-,
i
WDDLE ORDINATE =
4,76'
I
EXTERNAL TO PI =
4.77'
PC =
60+92.34
J r c
:r t
PT
63+96,62
-
L`e f ✓ F F'x'
,,,...
�
f
e„
i:.L1 CAN
e
F
orld 1:L. ION(r J
ENTRANCEPRIVATE FIELD ENTRANCE TYPICAL
SECTION
_PDsr
I -FILTER FABRIC
TAMPED
HACXFILL
1 /
6" MIN,
t o"
AI TER r„M 9Y ENGIN :RE
15 ri1 � J; APPROVAL. O tL`f.
NOT—E'S:
1,MIN. L"xx" POST TO BE.
SPACED AT A MAX, OF T ,
2. FILTER FABRIC TO 5E
MIRAFI 100 OR EQUAL.
1 POS7S DAMAGED ON
DRlIANG SHALL, HE
REPLACED,
ED,
CENTRAL. ANGLE. =
6'38`0-1-'-,,
RADIUS =
4583,66'
ARC LENGTH =
530 82'
TANGENT LENGTH ==
265,71'
CHORD LENGTH
= 5 30.53'
DEGREE OF' CURVE -
1'15'00'
MIDDLE, ORDINATE =
7.68'
EXTERNAL TO PI
- 7.69'
PC =
68+59.56
PT' -
73+90.38
5 gB�TT.4m°., A256132
23
l `EE:CTICN LINE" BEARS �26
N 99'28,il!" F, 2642.90' T,
CENTRAL ANGLE.. - 21'48°24"
r .. RADIUS - 1299.99'
DEFLECTION IN 4 ARC: LENGTH = 494.77
-= 1'26'58" R'T', TANGENT LENGTH m 25042'
CHORD LENGTH - 491,79'
.' DEGREE OF CURVE, = 4 24'27"
MIDDLE ORDINATE - 2 i.47` -6
f.' EXTERNAL TO PI 23,90'
PC _ '107+2 2.47 fr, P1 112+17.24
�..; CSC
r�
SEC rION I-IINE HEAPS
IN89 ,32'09 E, T'_668.81' r
TANGENT \,
TO CURVE/�
Ck PROPOSED
ROAD
.. SE C T 10
.,.,.,,
DEFE_ECTiON NN � 'j" U N E
ti, = 0"00'32"
>124
6`25
TYPICAL ROAD SECTIONS
BADLANDS ROAD RECCNSTRUCTECN
TOWN OF d- UDSON, WISCONSIN
SALE RE VISI DATE _
PROJECT T NO I SHEET NO.
DATE 4-116-2C} �..__589__04 3 of 24
�l�1/lll�llllll i STEVENSENGINEERS,
m7rm7rINC.
rrrrn7 r77m 7m
I71l7171 7fl1117/il 777J 1 301 COULEE ROAD HUDSON WISCONSIN
iELEFxHC NEf iF' ROjECT ENGINEER IDRAYIN BY JCB
71 3 6—C31 H PATRICK E.. CARPEN�TE`R E3AEE 3.C74'J'C"_..
SVAi--SW ---- 23
'01
DENNiS F. &
C YiN TH I A c�c
MERLE LEE tlke & I
--- -- I SEVEPSON
IiMOGENE L, S Lli I " - , - -- - -- I ' NILLIS j, & ORETA 'LUDWIG ZALEE BHEIT
ly� S TEVE�N (3, & DOROTHY VIETOR 0 1 RAYI'VIOND E, & A
5
(D n
z
a
BEARINGS REFERENCED TO THE NORTH LINE OF THE NIN 1/4 OF
SECTION 26, T29N, R19W, ASSUMED TO BEAR N 89*28'34" E.
NOTE:
EXISTING RIGHT-OF-WAY IS 33.00 FEET ON EITHER SIDE OF
CENTERLINE OF EXISTING ROAD AS IT LAYS AND IS RECORDED,
PROPOSED RIGHT -OF WAY TO BE 40.00 FEET ON EITHER
SIDE OF EXISTING ROAD AS IT LAYS AND IS RECORDED.
i I. I -, �7A Q'Z'
LLI I LOT 2
F� !or
0-
NUMENT FOUtZ 4 L
F= Fj uj 7-
F= F-' Ld
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LJ tal 22 uj F2 0-
c� Ll- U) 1 0- �-
17 19 ui P: -0
a: uj LL- (n LLI to
LLI En
r- ul LLI u- 80.001 40 2 7 2 621 LL. Ld uj
HJ 269.7 L-L-1 48.52- Ln u-
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50'
C14 L11 15I
0
DAVID KIELI-Y
(D
ION
I'\JW-- 26
S E -
LOREN IN, & SUSA�N K HUHTA
rl
TOWN OF HUDSON, SECTIONS 22, 23, 26, & 27,
TOWNSHIP 29 NORTH, RANGE 19 WEST,
ST. CROIX COUNTY, WISCONSIN•
t M
1 1-
R U4
F
F
LL
LL
LL
199.68 Lau0
1F
py, ---- -- 0- -
' P'p
100'00' BZ97'
74.97
CL H- CL
ui F— Lei
M A R (-7 A RE- T G. K NIN E Y
�(D
QUAFIEN LiNt
SIXTEENTH LINE
CENTERLINE
NEW R/W
OLD R/W
PROPERTY LINE.
EASEMENT LINE
SLOPE INTERCEPT
POWER POLE
TELEPHONE PEDESTAL
FENCE.
60+00
2223
�7126
CL
m
a- M
mi ui cf)
U) ui
ui 0
0 150.0'
80.00 c%4 --I i8,3.66±
150.0V
0 .00' -7r 103.81'
0
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L0
ui
uj
u-
u')
t--
2 E,
!RON PIPE FOUND
A�7/72
CURVE DATA
u '-) = 458166'
= 5'45'48"
CHORD MT, = 460.87'
CHORD BEAR, = S 87'57'05" E
L = 461.07'
0
EXISTING CENTERLINE c�
LO
N B7'45'49"
ql'7O g-/B--78?N 89*OS
7—
CURVE DATA --- ----
R SECTION LINE BEARS N 89'28'34" E, 2642.90
7*10'00"
CHORD DIST, = 304,09'
CHORD BEAR. = S 88*38'11" E
L = 304.29'
SCHEMATIC ALIGNMENT SHEET 1
ICI
NO SCALE
EXlt> i (NU Y- BEARS
7�t--27'51'58" E
PJ, AT END OF CURVE
RECORDED TANGENT
BEARS N 89*10'01" .1
RIGHT—OF—WAY PLAT FOR
BADLANDS ROAD RECONSTRUCTION
HUDSON TOWNSHIP
ib ff,10, I SHEET NO,
T- -1-- 'POjE
REVISION DATE
~KCAL 1"=100'
4-9-90� 589-04 1 of 2
DA7 3--6-90 2 -19 - I i - ----t.
-
STEVENS ENGINEERS1 INC.
1 COULEE ROAD HUDSON, WISCONSIN
17011 ------
A-. - - -
...... .
u 11'Et �NE GINEER TID AN , N By J , CB
H PROJECI
1715-386-58191 PAT CARPENTER ROWI.DWG
i
I
. LOT 2
ARElOC.D & KAREN V°AN'DERVOR`_FiF ^IORMAN C. 6ME.A.RS
FOX VAL_L_LEY ASSOCIATES
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`.,..' /� TT I'i L.. �l TTD exit./.... U612,°rY C., A..,b�r�W.laa ��A4 ��. �_�.i�
,.^..4? •t ...... ... C.v - :1 ,_ ...
(a�.fi�!IE;,D �G eEO d�u JI G�fFCJX
,...... T" t l.. t � /1�!,1t-_�, oo� " , c,,..
:C,,:.,t:PHOt1L_ L% oll „.t i✓eJl
r;^^�INS h, .,..P
i, Il) BE:I_,i.. ti+0ivl
'
BE:RNARD & MARGARET KINNEY. THIS EASES"9EINT
!S LOCATED MOUTH OF
THE SOUTH 'RIGHT'__..OF_.-'A`AY
OF BADLA,"0S
ROAD S',`HIC:H !S .ADJACENT TO LiERNAfRD &-MARGARET'S PROPERTY.
(r rHE PRESENCEOFN0 HRNSTA<�P0R
, Et POS'IRLY INDICATE
THE EXISTENCE
OF EASEMENTS: HOt tVER,
NO RECORDED LS"!' fOJNIF
'`7EMP ka HAVE BEEN'
GRAWFED TO INORTIHERN
STATES PO"IER
THEN
7HE RE -LEASE OF RIGHTS INDICA1El;' WILL NOT
CEE RE_QUC RED.
BEARINGS REFE:RE6NCED TO THE NORTH LINE OF THE NW 1/4 OF
SECTION 26„ T29N, R19W, ASSUMED TO BEAR N 89°28'34" E.
� 1
VOREiIAE1 C;. h1E ARS Tr1ICHAIEL J. & ANNETTE riA (_ �
FOX VALE_.ErYASSOCIATES
10 MiC-TAEL. B. & E_UANNE: E.`rlOLINE LOT 3
LOT 1 1
LOT 2
Ld
Ica
1
CHARLE S D. &
E L (E_°AB',_ i"H J.
1 ADD
16
LOT
40Oa"
A�
P.OT 5-
-_ y_-
CL tw
>
U-
F 8x
rl
is
1E EALD E.
GARY D.
& MA.RGARET
S. II
& Mrz R Y L.
GR0SSKRUE_ I <_
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t
4
F-
w
w
LL
ex"-, _
i
_6_ �"9-(- Ic1 � "
o dCiE yap I r iARr
NOTE
EXISTING RIGHT---OF-WAY IS 33.00 FEET ON EITHER SIDE OF
CENTERLINE OF EXISTING ROAD AS IT LAYS AND IS RECORDED.
PROPOSED RIGHT -OF WAY TO BE 40,00 FEET ON EITHER
SIDE OF EXISTING ROAD AS IT LAYS AND IS RECORDED.
c.)
L0
n.
f X i2'Y'
26I25
r , E1OlHUC ,'_,N T FOUiND
FOX VAL LEY A` sa
RICHARD & L..EONA KIiINNEY @
1�
Ln
�t ooffrr -t C Kf} q� C5
iV Lta.pJ JF5 E 863.9J' ._._._......_,5.,.,. N P, qQ^..}9 G?
.1 BECTON LINE BEARS N 89'32'09" E, 2668.81`
� CURVE DATA
R = 1300.00'
A = 21'48'24"
CHORD DIS f = 491.80'
CHORD BEAR. = N 78:51'00" E.
L = 494,78'
T
V,- __..
0 .,
d ( 2,3124'
1 \ 2L' 25
SCHEMATIC ALIGNMENT SHEET 2
NO SCALE
BADLANDS ROAD RECCNSTRUCTi0N
HUDSON TOWNSHIP
SCALE 11C}Cr' REVS(iN DAFE' 1 PROJECT"iO. i SERE:' No
�_._. �^,. .. , 1 4- 9-90 589--04 ' ? of 2
DATE 3_-6 90 1
rnmr rm(nrn r(n STEVENS ENGINEERS
p INC.
t,.0 l L?LROAD H7 1! 1r1, 7 C!
'TELEPHONE iPROjEC7 ENGINEER 'DRA'NN BY JCB
71.5--386---5819 PAT CARPENTER ? f;0W2.D1^1G