HomeMy WebLinkAbout03-391
SEPTEMBER 23, 2003
03-391
RESOLUTION
(CARRIED
7-0
LOST
LAID OVER
WITHDRAWN
PURPOSE:
DEDICATE STREET RIGHT-OF-WAY I FERNAU COURT
INITIATED BY:
CITY ADMINISTRATION
PLAN COMMISSION RECOMMENDATION: Approved
BE IT RESOLVED by the Common Council of the City of Oshkosh that the City
hereby accepts street right-of-way for Fernau Court, on the north side of W. Fernau
Avenue, west of Vinland Street, as described in the attached.
~^
DEDICATION OF STREET RIGHT-OF-WAY / FERNAU COURT
PART OF LOT 1 IN CERTIFIED SURVEY MAP NO. 3639 LOCATED IN
THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 2, T18N, R16E, 12TH
WARD CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN, BOUNDED
AND DESCRIBED AS FOLLOWS;
COMMENCING AT THE W. 1/4 CORNER OF SAID SECTION 2, THENCE
NORTH 89°40'03" EAST ALONG THE NORTH LINE OF THE S.W. 1/4 OF
SAID SECTION 1824.16 FT. TO THE N.E. CORNER OF LOT 1 OF
CERTIFIED SURVEY MAP NO. 3865, THENCE SOUTH 00°21'41" WEST
ALONG THE EAST LINE OF SAID LOT 1008.20 FT. TO A POINT ON
THE NORTH RIGHT-OF-WAY LINE OF FERNAU AVENUE AND THE S.E.
CORNER OF SAID LOT, THENCE NORTHEASTERLY 159.10 FT. ALONG
SAID LINE AND THE ARC OF A CURVE WHOSE CENTER LIES TO THE
SOUTHEAST AND WHOSE RADIUS IS 540.00 FT. WHOSE CHORD BEARS
NORTH 81°16'00" EAST 158.53 FT., THENCE NORTH 89°42'26" EAST
ALONG SAID LINE 77.76 FT. TO THE POINT OF BEGINNING OF THE
AREA TO BE DEDICATED, THENCE NORTHEASTERLY 38.98 FT. ALONG
THE ARC OF CURVE WHOSE CENTER LIES TO THE NORTHWEST AND
WHOSE RADIUS IS 25.00 FT. AND WHOSE CHORD BEARS NORTH
45°02'03" EAST 35.15 FT., THENCE NORTH 00°21'41" EAST 504.56
FT., THENCE NORTHWESTERLY 20.50 FT. ALONG THE ARC OF A
CURVE WHOSE CENTER LIES TO THE SOUTHWEST WHOSE RADIUS IS
25.00 FT. WHOSE CHORD BEARS NORTH 23°07'29" WEST 19.93 FT.,
THENCE NORTHEASTERLY 286.87 FT. ALONG THE ARC OF A CURVE
WHOSE CENTER LIES TO THE SOUTH WHOSE RADIUS IS 60.00 FT.
WHOSE CHORD BEARS SOUTH 89°38'19" EAST 81.88 FT., THENCE
SOUTHWESTERLY 20.50 FT. ALONG THE ARC OF A CURVE WHOSE
CENTER LIES TO THE SOUTHEAST WHOSE RADIUS IS 25.00 FT.
WHOSE CHORD BEARS SOUTH 23°50'51" WEST 19.93 FT., THENCE
SOUTH 00°21'41" WEST 503.24 FT., THENCE SOUTHEASTERLY 39.56
FT. ALONG THE ARC OF A CURVE WHOSE CENTER LIES TO THE
NORTHEAST WHOSE RADIUS IS 25.00 FT. WHOSE CHORD BEARS SOUTH
44°57'57" EAST 35.56 FT. TO A POINT ON THE NORTH RIGHT-OF-
WAY LINE OF SAID FERNAU AVENUE, THENCE SOUTH 89°42'26" WEST
ALONG SAID LINE 116.01 FT. TO THE POINT OF BEGINNING. SAID
PARCEL CONTAINS 1.0760 ACRES OF LAND AND IS SUBJECT TO ALL
EXISTING EASEMENTS AND RESTRICTIONS OF RECORD.
NO. 4087B
EXHIBIT FOR CHAMCO
(ROAD DEDICATION)
SEPTEMBER 9,2003
[prepared by RA Smith & Associates Inc.]
CENTER OF
SECTION 2, T1BN, R16E
2598.22' ,N.E!!~ L~ Of !!!!!: ~w...!f4, - , ~(8Ð/NTSEN MONUMENT)
'732,21' OF SECTION 2, T1BN, R16E r I - --'1 ~
LOT 1 41.79'
If---=- --1 I
II ~I I
~- LO-:3 1 I
I t- -=- --l I
II~I I
~-LOT~i~ll~ I
I t- -içsJ I~ I
I LOT i Ii:¡ I ~ I
I - -Ig¡ I ~
I I l&UlgJ1.l~1
1 I - -I~J I
~ lfij õ;'
I I~I LOTj~II~1
I ~I LOT ~ ,1 "'I
?~/ L - I
I G/ I - ~
I ~ I l~fOJ.1!'1
S 10 '" L -tb- 1
I - :;: :2 ß I i~ !£!J.!
I 0 - I~ '" ,~ --l
~ r>f 10> . I r -
I '" N89'42'26"E 10 I .!£!E I
q 77,76' 1::¡ I - -
I J@';O @ -~- I LOT 131
'CI S89'42'26"W g - --l
!!E~A.p_~Y.E:.~_~E~:Z:L 8
..----------- -, r
BEARINGS ~:~ REFE~;~~~:'~O THE NORTH LINE OF TH~ S,W.I1/4 OF SECTION 2,
Tl8N, RI6E, WHICH HAS AN ASSUMED BEARING OF NORTH 89'40'03" EAST.
ALL DISTANCES ARE MEASURED TO THE NEAREST HUNDREDTH OF A FOOT,
(N89'45'OO"E)
N89'40'03"E
'-/1,\'-' -
I :\þ
(J) \>0...."'-
18 "
~
I:;:
I~
AREA DWICATED TO 'THE: PUBUC
f 1.0760 ACRES
I
RECORD.
SU'IDf8Ð/ 9, 2003
......
~ iB24.1S'-
W. 1/4 CORNER
SECTION 2, T1BN, R16E
(BE:RNTSEN MONUMENT)
10
1tJ:,
I'
\~ It-'
\2: \S§
19 \>-
\",
lco
10>
CJ1
.~.-
South
GRAPHIC SCALE
100 0 50 100 200
þ.."" ........-L- ......, ,
( IN FEET)
1 inch = 200 ft,
Ð<HIBJT ,ORCHAMCO :
(ROAD DEDICATION)
NO, 40878
L-
CURv.¡!; .TABLE
CURv.¡!; RADIUS LENGTH CHORD CHORD BEARING DELTA
CI 540.00 159.10 158.53 8116'00 6'52'
C2 ~OO 39.56 35.56 $#'57'57"£ 90'J9~5'
C3 25.00 38.98 35.15 OJ'" '. S"
'" 25.00 20.50 19.93 23'O7'29"W '58'20"
C5 ~OO 20.50 19.93 S2Y5O'5 "W "
C6 60.00 286.87 81,86 589"38'19 '40"
400
I
R. A. SMITH Engineering
driven by
. !880CIATIS, IIIC, vision
920-231-3119 lax 231-9872
2850 UNIVERSAL SlREET
OSHKOSH, \\1. 54904 Land Surveying
SURVEY DRAIiING NO, 40878
SURV£Y PROJECT NO, 7004OB7
ENGINEERING PROJECT NO.
DATE' SEPTEMBER 9, 2003