HomeMy WebLinkAbout19955200 653 Received: 5/512008 1:51 :44 PM
_ Re d: 05/06/2008 06:25 :38 AM Filed &
Recorded in Official Records of PAT O'BRIER:,
PULASKI COUNTY CIRCUIT /COUNTY CLERK
Fees $50.00
ORDINANCE NO 19,955
AN ORDINANCE ACCEPTING THE WELSPUN ANNEXATION,
ADDING CERTAIN LANDS TO THE CITY OF LITTLE ROCK,
ARKANSAS; AND CLASSIFYING SAID PROPERTY TO "I -3" HEAVY
INDUSTRIAL (Z -8325) AMENDING THE OFFICIAL ZONING MAP
FOR THE CITY OF LITTLE ROCK, ARKANSAS; AND FOR OTHER
PURPOSES.
WHEREAS, a petition for voluntary annexation (the "Petition ") was filed with the
County Clerk of Pulaski County, Arkansas by the owner of hereinafter designated lands praying
that said lands be annexed to and made part of the City of Little Rock, Arkansas; and,
WHEREAS, on March 4, 2008, the County Court of Pulaski County, Arkansas found
that the Petition was signed by a majority of the total number of the real property owners of the
area to be annexed and by the owners of more than one -half of the acreage of said area; and,
WHEREAS, said lands are contiguous to and adjoining the present corporate limits of
the City of Little Rock; and,
WHEREAS, an accurate map of said lands has been filed with and made a part of said
Petition; and,
WHEREAS, proper notice has been given for the time and in the manner prescribed by
law; and,
WHEREAS, all things pertaining thereto have been done in the manner prescribed by
law and that said lands should be annexed to and made part of the City of Little Rock.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF DIRECTORS OF
THE CITY OF LITTLE ROCK, ARKANSAS:
SECTION 1. The following described territory contiguous and adjoining the City of
Little Rock, Arkansas is accepted as annexed to and made a part of the City of Little Rock,
Pulaski County, Arkansas, to wit:
WELSPUN ANNEXATION
A PART OF SECTIONS 22, 23, 26, AND 27 ALL IN T -1 -N, R -11 -W, PULASKI
COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING at a found 1 -1/2 IN. pipe as shown on survey by MELVIN MOBBS •411 e CfRc&.
and being the SE corner of the NE 1/4 of SECTION 27, T -1 -N, R -11 -W, THENGc ='
N 87° 47' 23" W along the SOUTH LINE of the N %2 of SECTION 27 T -1 -N
11 -W 1952.18 FT to a found 5/8 IN. rebar as shown on survey by MELVIN
MOBBS; THENCE continue N 870 47' 23" W 460.90 FT to the intersection of
the SAID SOUTH LINE with the westerly RIGHT OF WAY LINE of FRAZIER
PIKE ROAD; THENCE along a 237.00 FT radius curve to the right and having a
cord bearing and distance of N 34° 31' 33" W 28.54 FT to a found 1/2 IN. rebar
being at the intersection of the NORTH RIGHT OF WAY LINE of THIBAULT
ROAD and the westerly RIGHT OF WAY of FRAZIER PIKE ROAD as shown
on survey by GARVER AND GARVER; THENCE N 87° 13' 04" W along the
NORTH RIGHT OF WAY LINE of THIBAULT ROAD 1470.73 FT to a found
1/2 IN. rebar as shown on survey by GARVER AND GARVER; THENCE N 00°
51' 26" E along the WEST LINE of the E' /2 of the NW' /4 OF SECTION 27, T -1-
N, R -1 1 -W 2635.30 FT to the NW CORNER of the SAID E' /2 of the NW 1/4;
THENCE N 01° 20' 51" E along the WEST LINE of the E' /2 of the SW 1/4 of
SECTION 22, T -1 -N, R -11 -W 2637.06 FT to the NW CORNER of the SAID E 1/2
of the SW 1/4 of SECTION 22, T -1 -N, R -11 -W; THENCE S 87° 45' 39" E along
the NORTH LINE of the SAID E 1/2 of the SW 1/4 of SECTION 22, T -1 -N, R -11-
W 1300.83 FT to a found %2 1N. rebar being used as the CENTER CORNER of
SECTION 22, T -1 -N, R -11 -W; THENCE N 01° 32' 07" E along the WEST LINE
of the S 1/2 of the NE 1/4 of SECTION 22, T -1 -N, R -1 1 -W 1321.47 FT to a found
nail being used as the NW CORNER of the SAID S %2 of the NE 1/4 of SECTION
22, T -1 -N, R -11 -W; THENCE S 87° 47'23" E 30.02 FT to a point; THENCE S
010 31' 55" W 100.01 FT to a point; THENCE S 87'48' 10" E 1500.54 FT to a
point; THENCE S 29° 12' 16" E 910.63 FT to a point; THENCE S 600 47' 44" W
80.00 FT to a point; THENCE S 29° 12' 16" E 200.00 FT to a point; THENCE N
600 47' 44" E 80.00 FT to a point; THENCE S 29° 12' 16" E 239.17 FT to a
point; THENCE S 75° 27' 50" E 284.15 FT to a point; THENCE S 010 22' 09" W
1332.35 FT to a point; THENCE S 87'41' 08" E 100.00 FT to a found 5/8 IN.
rod being used as the SE CORNER of the N %2 of the SE %4 of SECTION 22, TI-
N, R -11 -W; THENCE S 87° 38' 41" E along the SOUTH LINE of the SAID N 1/2
of the SE 1/42636.36 FT to a point; THENCE continue S 87° 38' 41" E 880.25 FT
to a point on the TOP WEST BANK of the ARKANSAS RIVER; THENCE
along the SAID TOP WEST BANK of the ARKANSAS RIVER the following 32
bearings and distances:
S 270 23' 43" W 272.96 FT to a point; THENCE S 270 27' 30" W 290.58 FT to a
point; THENCE S 311 17'10" W 309.67 FT to a point; THENCE S 130 02' 38" W
66.75 FT to a point; THENCE S 24° 36' 37" W 285.83 FT to a point; THENCE S
350 11' 39" W 296.52 FT to a point; THENCE N 87° 36' 54" W 45.98 FT to a
point; THENCE S 34° 26' 29" W 206.45 FT to a point; THENCE S 35° 59' 16"
W 293.17 FT to a point; THENCE S 37° 32' 40" W 222.29 FT to a point;
THENCE S 320 58' 45" W 228.64 FT to a point; THENCE S 23'22' 51" W
234.44 FT to a point; THENCE S 19° 13' 22" W 278.54 FT to a point; THENCE
S 140 43' 47" W 183.90 FT to a point; THENCE S 06° 54' 05" W 146.44 FT to a
point; THENCE S 32° 07' 25" W 37.01 FT to a point; THENCE S 73° 51' 54" W
32.54 FT to a point; THENCE S 18° 17' 10" E 94.38 FT to a point; THENCE S
240 02' 51" W 325.60 FT to a point; THENCE S 21° 24' 27" W 1 00.60 FT to a
point; THENCE S 14° 39' 44" W 159.18 FT to a point; THENCE S 56° 12' 44"
W 98.42 FT to a point; THENCE S 11° 16' 36" W 172.60 FT to a point;
2
THENCE S 190 36' 13" W 247.49 FT to a point; THENCE S 14° 39' 51" W
250.06 FT to a point; THENCE S 04° 52' 27" W 283.97 FT to a point; THENCE
S 040 22' 05" W 143.32 FT to a point; THENCE S 31° 16' 37" E 41.43 FT to a
point; THENCE S 64 ° 34' 25" E 259.22 FT to a point; THENCE S 37° 59' 58" E
117.16 FT to a point; THENCE S 23° 05' 10" E 156.71 FT to a point; THENCE S
120 20' 45" E 181.52 FT to a point on South LINE of the N %Z of the SW '/4 of
SECTION 26, T -1 -N, R -11 -W; THENCE N 860 48' 34" W along SAID SOUTH
LINE of the N %s of the SW '/4 of SECTION 26, T -1 -N, R -11 -W, 1956.41 FT to a
found %s IN. rebar as shown on survey by MELVIN MOBBS and being the SW
CORNER of the SAID N % of the SW '/4 of SECTION 26, T -1 -N, R -11 -W;
THENCE N 01° 45' 51" E along the WEST LINE of the SAID N' /2 of the SW 1/4
of SECTION 26, T -1 -N, R -11 -W a distance of 1317.02 FT returning to the
POINT OF BEGINNING, containing 801.56 ACRES, MORE OR LESS.
SECTION 2. That the zone classification of the following property be and is hereby
made "I -3" Heavy Industrial as indicated:
DESCRIBED AS A TRACT OF LAND LYING IN THE S %2 NE' /4, SECTION
22, T -1 -N, R -11 -W, E %2 SW' /4 OF SAID SECTION AND SE 1/40F SAID
SECTION, THE S1 /z OF THE SW %4 SECTION 23 T- IN, RI 1 -W, THE E %Z OF
THE N3/4, NW 1/4 SECTION 27, T -1 -N, R -11 -W, THE N 3/4 OF NE 1/4 OF SAID
SECTION, AND THE S 1/2 SW 1/4 SECTION 28 T -1 -N, R -11 -W, NW 1/4
SECTION 26, T -1 -N, R -11 -W WEST OF ARKANSAS RIVER AND N % SW 1/4
SAID SECTION PULASKI COUNTY, ARKANSAS, AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING at a found 1 -1/2 IN. pipe as shown on survey by MELVIN MOBBS
and being the SE corner of the NE 1/4 of SECTION 27, T -1 -N, R -11 -W, THENCE
N 87° 47' 23" W along the SOUTH LINE of the N' /2 of SECTION 27, T -1 -N, R-
1 1 -W 1952.18 FT to a found 5/8 IN. rebar as shown on survey by MELVIN
MOBBS; THENCE continue N 87° 47' 23" W 460.90 FT to the intersection of
the SAID SOUTH LINE with the westerly RIGHT OF WAY LINE of FRAZIER
PIKE ROAD; THENCE along a 237.00 FT radius curve to the right and having a
cord bearing and distance of N 34° 31' 33" W 28.54 FT to a found %2 IN. rebar
being at the intersection of the NORTH RIGHT OF WAY LINE of THIBAULT
ROAD and the westerly RIGHT OF WAY of FRAZIER PIKE ROAD as shown
on survey by GARVER AND GARVER; THENCE N 87° 13' 04" W along the
NORTH RIGHT OF WAY LINE of THIBAULT ROAD 1470.73 FT to a found
1/2 IN. rebar as shown on survey by GARVER AND GARVER; THENCE N 00°
51' 26" E along the WEST LINE of the E %2 of the NW 1/40F SECTION 27, T -1-
N, R -11 -W 2635.30 FT to the NW CORNER of the SAID E % of the NW '/4;
THENCE N 01° 20' 51" E along the WEST LINE of the E 1/2 of the SW '/4 of
SECTION 22, T -1 -N, R -11 -W 2637.06 FT to the NW CORNER of the SAID E %2
of the SW 1/4 of SECTION 22, T -1 -N, R -11 -W; THENCE S 870 45' 39" E along
the NORTH LINE of the SAID E 1/2 of the SW '/4 of SECTION 22, T -1 -N, R -11-
W 1300.83 FT to a found %2 IN. rebar being used as the CENTER CORNER of
SECTION 22, T -1 -N, R -11 -W; THENCE N 01° 32' 07" E along the WEST LINE
of the S 1/2 of the NE %4 of SECTION 22, T -1 -N, R -11 -W 1321.47 FT to a found
3
nail being used as the NW CORNER of the SAID S '/2 of the NE '/4 of SECTION
22, T -1 -N, R -11 -W; THENCE S 87'47'23" E 30.02 FT to a point; THENCE S
010 31' 55" W 100.01 FT to a point; THENCE S 87'48' 10" E 1500.54 FT to a
point; THENCE S 29° 12' 16" E 910.63 FT to a point; THENCE S 60° 47' 44" W
80.00 FT to a point; THENCE S 29° 12' 16" E 200.00 FT to a point; THENCE N
600 47' 44" E 80.00 FT to a point; THENCE S 29° 12' 16" E 239.17 FT to a
point; THENCE S 75'27' 50" E 284.15 FT to a point; THENCE S 01'22' 09" W
1332.35 FT to a point; THENCE S 87° 41' 08" E 100.00 FT to a found 5/8 IN.
rod being used as the SE CORNER of the N '/2 of the SE '/4 of SECTION 22, T-1-
N, R -11 -W; THENCE S 87° 38' 41" E along the SOUTH LINE of the SAID N %2
of the SE' /4 2636.36 FT to a point; THENCE continue S 87° 38' 41" E 880.25 FT
to a point on the TOP WEST BANK of the ARKANSAS RIVER; THENCE
along the SAID TOP WEST BANK of the ARKANSAS RIVER the following 32
bearings and distances:
S 270 23' 43" W 272.96 FT to a point; THENCE S 270 27' 30" W 290.58 FT to a
point; THENCE S 31° 17' 10" W 309.67 FT to a point; THENCE S 13002'38"W
66.75 FT to a point; THENCE S 24° 36' 37" W 285.83 FT to a point; THENCE S
350 11' 39" W 296.52 FT to a point; THENCE N 87° 36' 54" W 45.98 FT to a
point; THENCE S 34° 26' 29" W 206.45 FT to a point; THENCE S 35° 59' 16"
W 293.17 FT to a point; THENCE S 37° 32' 40" W 222.29 FT to a point;
THENCE S 320 58' 45" W 228.64 FT to a point; THENCE S 23° 22' 51" W
234.44 FT to a point; THENCE S 19° 13' 22" W 278.54 FT to a point; THENCE
S 140 43' 47" W 183.90 FT to a point; THENCE S 06° 54' 05" W 146.44 FT to a
point; THENCE S 32° 07' 25" W 37.01 FT to a point; THENCE S 73° 51' 54" W
32.54 FT to a point; THENCE S 18° 17' 10" E 94.38 FT to a point; THENCE S
240 02' 51" W 325.60 FT to a point; THENCE S 21° 24' 27" W 100.60 FT to a
point; THENCE S 14° 39' 44" W 159.18 FT to a point; THENCE S 560 12' 44"
W 98.42 FT to a point; THENCE S 11° 16' 36" W 172.60 FT to a point;
THENCE S 190 36' 13" W 247.49 FT to a point; THENCE S 140 39' 51" W
250.06 FT to a point; THENCE S 04° 52' 27" W 283.97 FT to a point; THENCE
S 040 22' 05" W 143.32 FT to a point; THENCE S 31° 16' 37" E 41.43 FT to a
point; THENCE S 64 ° 34' 25" E 259.22 FT to a point; THENCE S 37° 59' 58" E
117.16 FT to a point; THENCE S 230 05' 10" E 156.71 FT to a point; THENCE S
120 20' 45" E 181.52 FT to a point on South LINE of the N %Z of the SW '/4 of
SECTION 26, T -1 -N, R -11 -W; THENCE N 86° 48' 34" W along SAID SOUTH
LINE of the N 1/z of the S W 1/4 of SECTION 26, T -1 -N, R -11 -W, 1956.41 FT to a
found ' /z IN. rebar as shown on survey by MELVIN MOBBS and being the SW
CORNER of the SAID N' /2 of the SW 1/4 of SECTION 26, T -1 -N, R -11 -W;
THENCE N 01° 45' 51" E along the WEST LINE of the SAID N' /z of the SW 1/4
of SECTION 26, T -1 -N, R -11 -W a distance of 1317.02 FT returning to the
POINT OF BEGINNING, containing 801.56 ACRES, MORE OR LESS.
SECTION 3. That the map referred to in Chapter 36 of the Code of Ordinances of the
City of Little Rock and designated district map be and is hereby amended to the extend and in
the respects necessary to affect and designate the change provided for in Section 1 hereof.
4
SECTION 4. Severability. In the event any title, section, paragraph, item, sentence,
clause, phrase, or word of this ordinance is declared or adjudged to be invalid or
unconstitutional, such declaration or adjudication shall not affect the remaining portions of the
ordinance which shall remain in full force and effect as if the portion so declared or adjudged
invalid or unconstitutional was not originally a part of the ordinance.
SECTION 5. Repealer. All ordinances or resolutions of the City in conflict herewith
are hereby repealed to the extent of such conflict.
PASSED:
ATTEST:
City of the Roc lerk
APPROVED AS TO FORM:
City Attorney
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Annexation
Case: A -315 N
Location: West of Arkansas, South of the
Little Rock Port
Ward: na
PD: 26 0 1,050 2,100 Feet
CT: 40.07
TRS: TIN RI I W27
MUMS
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Not Zoned
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DAMSIT RD
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Mull i'vI CA L.JUlllll
Case: A-315 N
Location: West of Arkansas, South
of the Little Rock Port
Ward: na
PD: 26 0 1,500 3,000 Feet
CT: 40.07
TRS: TIN RI I W27
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Not Zoned
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DAMSIT RD
W
Y
W
HARPE .AD
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.............
rI •
Mull i'vI CA L.JUlllll
Case: A-315 N
Location: West of Arkansas, South
of the Little Rock Port
Ward: na
PD: 26 0 1,500 3,000 Feet
CT: 40.07
TRS: TIN RI I W27
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