HomeMy WebLinkAbout1999-R-10RESOLUTION NO.
A RESOLUTION DESIGNATING CERTAIN AREAS
WITHIN THE CITY OF JEFFERSONVILLE, INDIANA,
AS "ECONOMIC REVITALIZATION AREAS"
WHEREAS, it has been requested that certain areas within the City of Jeffersonville, Ind
(hereinafter "the City"), be designated as economic revitalization areas, pursuant to lC 6-1.1-12
seq.; and,
WHEREAS, the Common Council of the City of Jeffersonville, Indiana (hereinafter "the
Council), recognizes the need to stimulate growth and to maintain a sound economy within the
and,
WHEREAS, certain areas of the City are undesirable for, and/or impossible of, normal
development and occupancy because of a lack of development, cessation of growth, deteriorat
improvements or character of occupancy, age, obsolescence, substandard buildings or other f~
which have impaired values or prevented normal development of property or use of property;
WHEREAS, the Council realizes that incentives to local development in these under-uti
distressed areas would be in the best interest of the City; and,
WHEREAS, the Council further recognizes that it would be beneficial to designate certai
qualified areas within the City as economic revitalization areas for purposes of considering
deductions against the assessed value of property for real property tax purposes; and,
WHEREAS, the Council is vested with the authority to designate certain areas of the Cit
economic revitalization areas.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of tile City of Jefferso
Indiana, that:
1) Pursuant to lC 6-1.1-12.1, et. seq., the Bridgeport Business Center, as further descri
Exhibit A is hereby declared and designated as an Economic Revitalization Area,
2) Pursuant to lC 6-1.1-12.1-2..5(b), a copy of this Resolution shall be filed with the Clar
County Assessor's office upon its passage.
3) Pursuant to lC 6-1.1-12.1-2.5(c), notice of the adoption and substance of this resoluti,
shall be published in accordance with lC 5-3-1.
4) Pursuant to lC 6-1.1-12.1-2.5(c), the Council shall hear all remonstrances and objecti
from interested persons at its regular meeting on April 5, 1999.
ana
, et.
on of
ctors
nd,
~_ed or
to be
~ville,
)ed in
n
)ns
,199<~ by the Comm
Council of the City of Jeffersonville, Clark County, Indiana.
alligan
Presiding Officer
ATTEST:
C. Richard spencer~Jr. ~/'"
Clerk and Treasurer
Presented by me as Clerk and Treasurer to the Mayor of said City of Jeffersonville this
day of ~, 199~.
C. Ri(~hard Spencer, Jr / /
Clerk and Treasurer r~
Approved and signed by me this ~ day of )/~,~g~'~ , 199<:~.
3n
LEGAL DESCRIPTION
KOETTER DEVELOPMENT INC. AND ELLINGSWORTH
110.884 ACRES
A part of Survey #14 and 15 of the Illinois Grant, City of Jeffersonville, Clark County,
Indiana, described as follows:
Beginning at a 8"x16" stone at the South comer of Survey #15,
Thence N 39057'46'' W, a distance of 2373.84 feet along the Survey line to a 5/8" rebar
THE TRUE POINT OF BEGINNING,
Thence S 50016'36'' W, a distance of 1309.45 feet to a 3"x9" stone,
Thence S 50°18'17'' W, a distance of 379.63 feet to a 5/8" rebar,
Thence N 39027'20'' W, a distance of 1036.55 feet partially along Sellersburg-Utica Road
to a MAG nail,
Thence N 50°27'18" E, a distance of 87.94 feet to a MAG nail,
Thence N 45°16'34" E, a distance of 505.50 feet partially along said roadway to a MAG
nail,
Thence S 39o57'46'' E, a distance of 520.57 feet to a 5/8" rebar,
Thence N 50°02'14" E, a distance of 1068.19 feet to a 5/8" rebar,
Thence N 39o57'46'' W, a distance of 547.11 feet to a 5/8" rebar,
Thence N 49057'28'' E, a distance of 20.00 feet to a 5/8" rebar,
Thence N 39057'46'' W, a distance of 744.90 feet partially along said roadway to a MAG
nail,
Thence N 51007'33'' E, a distance
Thence N 46029'32'' E, a distance
Thence N 32°19'19'' E, a distance
Thence N
Thence N
Thence N
Thence N
Thence N
Thence N
rebar,
16°43'06" E, a distance
12005'35" E, a distance
13°13'12'' E, a distance
25016'40'' E, a distance
40048'04'' E, a distance
50000'00'' E, a distance
of 1162.23 feet along Brown Forman Road to a point,
of 47.25 feet along said roadway to a point,
of 47.70 feet along said roadway to a point,
of 31.21 feet along said roadway to a point,
of 82.16 feet along said roadway to a point,
of 92.26 feet along said roadway to a point,
of 78.40 feet along said roadway to a point,
of 39.32 feet along said roadway to a point,
of 374.71 feet partially along said roadway to a 5/8"
Thence S 39000'00'' E, a distance of 2022.90 feet partially along said roadway to a
railroad spike,
Thence S 50o17'39'' W, a distance of 1870.10 feet to THE TRUE POINT OF
BEGINNING,
Containing 110.884 acres.
, Dart of Survey #14 and 15 of the ~ltino[s Grant, City of deffersonw[te,'Ctdrk County, indiana, oescribed
egmning o( o 8"x16"- stone at the South corner of Survey ~15.
'hence N 39~57'46" 'W. a d'istance of 2375.84 feet along the SuFvey .ne to a. ~_......,~.
· ' ' " a ai'~t~nce.of.'1309.45 feet to a '5/8" rebar,
'hence $ 5016.36 W.
'"henbe N 39'27'20" W. o distof~ce df 316.67 feet ~o o 5/8" r~¢U? THE 'TRUE,POINT qF'BEOfNNING,
thence N 39'27'20" W. a distance of 719.88 feet to o MAG nail.
thence N 5(Y27'1¢" E. a distance of 87.94 feet to a ~fAO nait,
'hence N 45'!6'34: E. a distance of 505.50 feet to o MAG nail.
Thence S 39 57 6 E a distance of 24.23 feet to a 5/8" reda%
Thence S 45'40'05".. w. o-distance of 533.85 feet to a 5/8" reuor,
Thence along a curve to me taft nawng ~ radius of 35.00 feet arc [enefn of .51.06 feet, a cnoro
Deor,n9 of B 03"5~'21" W. one Q chord length of 46.65 feet to G 5/8" radar,
"hence S 3755'23" E. a distance of 4.63.40 feet to c 5/8" tabor.
Thence olom§ ~ c~f've to ~ne left nowng ~ red,us of 155.00 feet, arc lengIn of 40.8.0 ~eet. c c.ora Pebor.
bearing of S 45 27 54 E.-on a chore tengtn of 40.69 feet to o 5/8"
Thence along e curve to the eft having c radius of 57.00 feet. arc length of 107.76 feet. a c~ora
bearing of N 72'50'07" E. eno ~ chord length of 92.41 feet to o 5/8" reoar,
Thence N 18'40'37" E. a distance bf 51.65 feet to o 5/8' rebor,
'Fn6~ce along a curve to.~.t, ne rie~t hawO9 a radius of 598.00 feet. arc tenqth of ]27.64 feet. ~ cnora
~earing 6f N 34-'20~28" .F~ and a chord length of 323.56 feet to o 5/8'''~rebor,
Thence N 50'02'1:~" E, o distance of ~2C5.62 feet to o Daunt
· '4" N a~ds(ance at 550.11 feet ~o o point, re/
Thence N ~9 57. 6 , . .... ~lsr' ,'
Thence N 49'57 13" E, ~ d~stonce of 19.00 feet t~ o 5,,/,8,~ re
N 39'$7'46" W ~ dlstonce of 41.44 feet .~o a
Thence N 50'0?'t4*' E; o al(stance of 25.00 f~et :to o 5/8" .robot,
Thence S 39'57'46" E, o distance of 554.58 feet to o 5/8 radar, ' 89.54 feet o aha
Thence Gong o curve to the ieft bawng o rt~dl · g b ,
bearing o~ S 84'57'46" E 3nd e chord ~en9 ·
Thence N 50'O2'14" E. a distance of 50.00 feet to a point.
thence S S9'57'¢6" E o distance ~f 50.00 feet ~o : Dom'(,
Thence S ~'02't4J' W ; aist~nce of 50.00 feet ~o o 5/8" rocor.
Thence along o curve to the left ~avm~ a .ea~us of 5700 feet ~rc teneth of 8954 feet. e thoro
o.earir/c~ of S 05'02't&'' W. OnE a chore engtn of 80.6t feet ~o a 5/8" ret~ar
~hence S 39 57 6 E. c distance or tB5.44 teat to o 5/8" radar,
Thence orang a curve to the left hawng ~ rod,us of 75.00 reeL. Gtc engtn of 48.26 leer, o
bearing of $ 58'23'52" E. and ~ chore lan§tn at 47.4.3 feet to ~ 5 8" ret~or.
Thence o~on9 a curve ~o the rien~ nawng e foetus of 50.00 feet. arc tengtn of 221.43 feet. a chore
bearing of S.50'02't4" W, aha c ;nora lengm or ~0.00 feet to o 5/8" radar.
?hence slang o CUFYe to the left having a radius of 75.00 feet, arc length of 48.26 feet, a chore
bearing of N 31'31'40" W, and a chord length of 47.43 feet to a 5/8" robot,
Thence N 39'57 6 W. a distance of t85.44 feet to o 5/8" robot,
Thence along a curve to the left having a red[us of ~? 00 feet, arc length of 89.54 feet, a chord
beorlng of N 84'57'46" W, and a chord length of 80.~1 feet to o 5//S"-rebar,
Thence S 50'02'~4" W, o distance of 1142.62 feet to o 5/8" robot,
Thence along o curve to the I~ft hav;ng a rpd;us of 548.00 feet, arc length of 300,26 feet, o chord
.... W, chord length of 296.52 feet to o 5/8" robot.
beadng of S 34 20 26 o,~d o
Thence S 15'40'37" W, a distance of 206.52 feet to THE TRUE PO~NT OF BEGINNING,
Conte;ning %928 acres.
505.50' --- ~~
/ NORTH
SCALE: 1"=20C
uTICA ~TOWNSHI
CLARN COUNT~
iNDIANA 55'
THIS SITE IS
LOCATED IN A
ZONE: C
FIRM MAP #:
180426 0175 C
¢EB, ~8. 1985
SELLER
t r~/w AND PROPERTY LIN
SET 5/8"x24" REBAR
CAP "tSO*tCC" i / ·
PRO
EACH
SELLEr
3:00' CAP BETWEEN
N 50'0~'I4'' E 1142,62'
W~DE DRAINAGE & ~
UTiLiTY EASEMENT TYP.
FOUND 1/2?REBAR
6" BELOW GRADE
WEST CORNER
SURVEY #15
NTY SURVEYOR REFER~E~IO'ff
GRAPHIC SCALt
( ~N FEET )
~ inch; = 200 fL
S51'07'33"W 1162.23'
S
SU T'fON TRUSTEES
28-?405
6' ADDiTiONAL PROPOSED FOR R/W
20' WIDE DRAIN,~OE &
_ITY EASEMENT TYP.
',ESENTLYI44-' CONVEYEO FOR' R/W'
PROPOSED FUTURE NEW MIDDLE ROAD 50' R/W
28" .F~ and a chord Iength of 32,3.56 feet to a 5/8'";rebur, · ' . ~'/"'-"'~'RT''~
E, o,?istonce of 1205.62 feet to o point, t '
W, o distance of 55011 feet to o po?t, , H :'
E, a distance of 19.00 feet to o 5/8"~rebor ;]'' ~' SCALE: 1 =2_00
W, o-distance of 41.;44 feat .to a.,MAOonoH,
El o distance Of 2'5.00 feet .to o~5/8'' ,rebor, J UTICA ,TOWNSHIP FO~JND
E, o dis'[ance of 534,58 'fee{ to a 5/8' rebor, J CLARH~ COUNTY 5" ,BELOW
ye ,o the ,eft boring O radius of 57.00 feet, arc ,~ogth of 89.54 feet. a chord ~r INDIANA S5t'07'35"W
46" E. and a chord length of 80.61 feet to o 5/8" rebor. -,~" . ·
E, a dlstonce of 50.00 feet to a point,
/
E, o .distance of 80.00 feet to o point.
to the left having o radius
~t6" W, and a chord length of
W, o distance of 1142.62 feet
,to the I~ft hay;ns o r,odlus
)_6' W, and o chord length of
W; o distonca of 206.32 feet
W, a distance of 50.00 faet to c 5/8" rebor,
ye to the left having o radius of 5700 feat, arc lengt~:~ of 89.64 feet, o chord
14" W, and o chord length Of 80.61 feet to O 5/8" rebar,
E, c distance of 18544 feet to o 5/8" rebar,
ae to the left having o radius of 75.00 feet, arc lens"th of 48,26 feet, o chord
52" E, and o chord length of 4?.43 feet to o 5/8" rebor,
.'e to tho right having a radius of 50.00 feet, otc length of 221.43 feet, o chord
14" W, and o chord le¢gth of 80.00 feet to o 8/8" feb. ar,
ze to the left having a radius of 75.00 feet, crc length of 48,26 feet, o chord
,0' W, and a chord length of 4743 feet to o 5/8" rebar,
W, o distance of 185.44 faet to o 5/8" rebor,
0~ ¢700 feet, arc length of 89.54- feet, a chord
80.61 faet to o 5/8".rebar,
to o 5/8" rebor,
of 548.30 feet ore Iength of 300.26 feat o ChOrd
296.52 feet to o 5/8" repot.
~o THE TRUE POINT OF BEGINN ~.O.
505.50'
THIS SITE IS
LOCATED IN A
ZONE: C
FIRM MAP #:
180¢26 0175 C
FEB. 18, 1983
SELLERSBURO-U~CA ROAD___~'/
/-~MIBDLE ROAD'
/
/
x N49~7'2~
/ 20.00'
/'
533.85'
!.00' GAP BETWEEN 9.C
p/w AND :ROPERTY
20' W~DE DRAINAGE &
UTILITY EASEMENT Th'P.
28' FROM EXISTINO ROAD~
PROPOSED FOR R/w
~ THOMPSON
.30-16429
·
SET 5/8"x24" REBAR
AND CAP 1SGRID.,
!..~ GRADE
KOETTER DEVELOPMSNT, iNC
30-17487
S~EMLSR
Z~3-¢048
PROPOSED 50' R/W 25'
EACH SIDE OF PROJECTE~\
SELLERSBURG-UT[CA ROAD ~..
3]00' GAP BETWEEN
~W AND PROPERTY LINE SET 5 "8"x24" R'EB
AND CAP "ISGRF~
AT GRA
1088.19" ",150'02'14"E
DDLE RD. 50' R/W N 5Q'02'14" E 1 42,~2'
L20' W~OE DRAINAGE &
JTIL1TY EASEMENT
LOT #5
3.120 ACRES
S50'16'36"W
441.58'
ENCE
~OWN
N 50'18'17' E 379.63'
FOUND 3"x8' STONE
MARKED WITH AN "X"
D" ABOVE GRADE
'.DEED REFERENCE
ORIGIN UNKNOWN
S 50'16'
CURVE
TABLE
I
CURVE LEN~TH ]
RADIUS tCHORO BEARINGI CHOR'D DIST.
I l iYF. I 5J2'27 I W I
I
~" W 1309.
STATE OF INDIANA
i8-9072
SET 5/
AND'~AP b~GR]
~BROWN FORMAN ROAD~
:EBAR
RE 6' AOOITtONAL PROPOSED FOR R/W
IDE DRAIN~OE &
y EASEMENT TYP.
?
,PRESENTLYI44' CONVEYED FOR R,/W'
IOPOSED FuTuRE NEW MIDDLE ROAD 50' R/W
6" STONE
REBAR IN MIDDLE
FOUND SPIKI
5" BELOW GRADE
ORiGiN UNKNOWN
DEED REFERENCE
INEoNwC,CGRADE ' RNER '
· WI~H 1/4 R,E, BAR IN MIDDLE
STA~i~ OF' INDIANA g ABOVE GRADE
47 2 S46'2g' 32". W..~ ...... ~ g~ioa T~,,,&03:~9 FT/i