HomeMy WebLinkAboutS-0986-C Map 8CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER ___ FILED FOR RECORD
BOOK ____ PAGE ___
1993, IN PLAT
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND
ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS
DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED
UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS.
(SIGNED)
_-___._________------- ---- __-_______
L.R. PLANNING COMMISSION DATE OF EXECUTION
CERTIFICATE OF SURVEYING ACCURACY
I, DAN B. ROBISON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENT A BOUNDARY SURVEY COMPLETED UNDER MY SUPERVISION AND ALL
MONUMENT SHOWN HERON ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPE
AND MATERIAL ARE CORRECTLY SHOWN.
---------------- -
DAN S. ROBISON
REGISTERED PROFESSIONAL LAND SURVEYOR
ARKANSAS NO. 1056
CERTIFICATE OF ENGINEERING ACCURACY
I, JAMES E. McCLELLAND, JR., HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT ENGINEERING
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
)EGISTERED
MES E. McCLELLAND, JR. DATL
ENGINEER
ARKANSAS N0. 3412
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PAGIS 2005 AND 2005 AZIMUTH MONUMENTS USED TO
DETERMINE ARKANSAS STATE PLANE COORDINATES FOR
PROJECT.
BASIS OF BEARING FOR PLAT IS PLAT BOOK 'D', PAGE 312.
(DIFFERS FROM STATE PLANE AZIMUTH.)
NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION,
EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT.
SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND
SIGNATURE OF THE SURVEYOR PRESENT'ON IT.
TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS,
SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING
REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH
FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY
DISCLOSE.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDiT'.ONS.
EXISTING UTILITY LOCATIONS ARE FROM UTILITY COMPANIES'
RECORDS AND/OR ABOVE GROUND INSPECTIONS.
FLOOD PLAIN: NO PORTION OF THIS PROPERTY IS WITHIN A
SPECIAL FLOOD HAZARD AREA (SFHA) BASED UPON A FEDERAL
EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE
RATE MAP (FIRM) OR A FLOOD HAZARD BOUNDARY MAP (FHBM)
COMMUNITY PANEL NUMBER 050181 0012D, DATED AUGUST 5,
1985.
PROPERTY IS ZONED 1-2.
LEGAL DESCRIPTION
ALL THAT PART OF THE EI/2 SWI/4 AND THE W1/2 SE1/4 SECTION 17,T-1-
N, R-11-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
STARTING AT A COTTON PICKER SPINDLE AT THE SW CORNER OF THE SEI/4
OF SAID SECTION 17, RUN THENCE S88'4100"E ALONG THE SOUTH LINE
THEREOF FOR 212.0% THENCE NO1'09'30'E FOR 20.0' TO THE SW CORNER
OF A TRACT DEEDED TO THE LITTLE ROCK SANITARY SEWER COMMITTEE,
BEING ALSO ON THE NORTH LINE OF THE 50' RIGHT-OF-WAY FOR FRAZIER
PIKE, AS DESCRIBED IN WARRANTY DEED NO. 81-02128, AND BEING THE
TRUE POINT OF BEGINNING OF THE DESCRIBED PROPERTY; FROM THE POINT
OF BEGINNING RUN N88'44'20"W ALONG SAID NORTH RIGHT-OF-WAY LINE
FOR 457.29'; THENCE N04'46'21E FOR 757.0' TO THE SOUTH END OF
THE EXISTING PRATT REMMEL ROAD RIGHT-OF-WAY; THENCE S85-13.39-E
FOR 60.0% THENCE N04'46'21"E ALONG THE EAST RIGHT-OF-WAY LINE
OF PRATT REMMEL ROAD FOR 1268.33'; THENCE ALONG SAID EAST RIGHT-
OF-WAY LINE N15'24'56"E FOR 50.0; THENCE ALONG SAID EAST RIGHT-
OF-WAY LINE N25'41'56"E FOR 50.0% THENCE ALONG SAID RIGHT-OF-
WAY LINE N87'22'51"E FOR 34.9' TO THE SOUTH RIGHT-OF-WAY LINE FOR
LINDSEY ROAD (120' ROW); THENCE SOUTHEASTERLY ALONG SAID RIGHT-OF-
WAY ON A 824.0' RADIUS CURVE TO THE LEFT FOR 299.22' (CHORD
S60'44'00"E FOR 297.58') TO THE POINT OF TANGENCY OF SAID CURVE:
THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE S70'S8'12"E FOR
281.67'; THENCE LEAVING SAID RIGHT-OF-WAY S18'45'20"W FOR
242.13; THENCE S0442'40'W FOR 776.75'; THENCE S8519'00'E
FOR 478.83'; THENCE N0442'00'E FOR 902.22' TO THE SOUTH RIGHT-
OF-WAY LINE OF UNDSEY ROAD; THENCE ALONG SAID SOUTH RIGHT-OF-WAY
LINE S68'36'52'E FOR 86.53'; THENCE ALONG SAID RIGHT-OF-WAY LINE
S80'23'16'E FOR 65.09' TO THE CENTER OF FOURCHE BAYOU; THENCE
ALONG THE MEANDERS OF THE CENTER OF FOURCHE BAYOU, HAVING THE
FOLLOWING CHORDS: S23'58'46"W 48.60'; S1733'46'W 210.24';
S07'06'18'W 667.74'; S30O3'46"W 250.92'; S42'31'46"W
479.42'; S30'34'50'W 95.33; THENCE LEAVING SAID BAYOU RUN
N88"47'20'W FOR 256.1' TO THE NW CORNER OF THE AFOREMENTIONED
LITTLE ROCK SANITARY SEWER PROPERTY; RUN THENCE S01'09'30'W FOR
140.0' TO THE POINT OF BEGINNING, CONTAINING 32.467 ACRES, MORE OR
LESS.
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE
SHOWN AND DESCRIBED
HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF.
PLATTED AND
SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT. AND SUBDIVIDE
SAID REAL
ESTATE IN ACCORDANCE WITH THIS PLAT.
NAME: ROLAND R. REMMEL (AGENT) DATE
ADDRESS: P.O.BOX 2219
LITTLE ROCK, AR 72203
OWNERS
OWNERSHIP
SOURCE OF TITLE
FIXED ASSETS LEASING CO.
1/6
BOOK 98, P.239
10/36
#89-28614
T. RAY CANNON, SUCCESSOR TRUSTEE (FOR
6/36
BOOK 1095, P.14
CROMWELL, NEYLAND, TRUEMPER, LEVY A GATCHELL
RUTH R. REMMEL, TRUSTEE OF THE RUTH ELLEN
2/36
092-24423
REMMEL TRUST
GERTRUDE C. LEVY, SUCCESSOR TRUSTEE
2/36
BOOK 1095, P. 149
(FOR CHILDREN)
EDWIN B. CROMWELL. INDIVIDUALLY AND AS
1/36
#80-15829
AGENT FOR HENRIETTA T. CROMWELL, HIS WIFE
JEAN PURRINGTON REMMEL (a/k/a JEAN P.
2/36
BOOK 1095, P.149
REMMEL LITTLE)
CURTIS H. STOUT, TRUSTEE OF THE CURTIS H.
2/36
#91-63381
STOUT REVOCABLE TRUST NO, 2
1/36
#92-24421
J.T. LAMAN AND HAZEL LAMAN, HIS WIFE
1/36
#88-36218
FIRST COMMERCIAL BANK, N-A., AS TRUSTEE FOR:
MARY REMMEL TRUST
1/36
/87-01291
RAYMOND REMMEL TRUST
1/36
#87-01290
JOSHUA NEAL LOWRY TRUST
1/108
/87-01292
JARED JENNINGS LOWRY TRUST
1/108
#87-01293
JUSTIN CATES LOWPY TRUST
1/109
M87-01294
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LEGAL DESCRIPTION LOT 2
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ALL `HAT PART OF THE E1/2 SWI/4 AND THE W1/2 SE1/4 SECTION 17. T-
1-N, R-11-W. PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DSCRIBED
AS FOLLOWS:
STARTING AT A COTTON PICKER SPINDLE AT THE SW CORNER OF THE SEI/4
OF SAID SECTION 17, RUN THENCE S88'44 2O'E ALONG THE SOUTH LINE
THEREOF FOR 2110; THENCE N01'09'30'E FOR 20.0' TO THE SW
CORNER OF A TRACT DEEDED TO THE LITTLE ROCK SANITARY SEWER
CO#ATTEE, BEING ALSO ON THE NORTH LINE OF THE 50- RIGHT-OF-WAY
FOR FRAZIER PIKE, AS DESCRIBED IN WARRANTY DEED NO.81-02128;
THENCE N88'44'20'W ALONG SAID NORTH RIGH-OF-WAY FOR 397.29', TO
I* EAST RIGHT-OF-WAY LINE OF PRATT REMMEL ROAD; THENCE
N14'46'21'E, ALONG SAID RIGHT-OF-WAY LINE, FOR 1130.67' TO THE
TRUE POINT OF BEGINNING OF THE DESCRIBED PROPERTY; THENCE
S1513'39-E, LEAVING SAID RIGHT-OF-WAY LINE, FOR 375.0%
THENCE SO4'46'21'W FOR 330.0; THENCE N8513'39'W FOR 375.0.
TO A POINT ON THE EAST RIGHT-DF-WAY LINE OF PRATT REMMEL ROAD;
THENCE N04'46'21'E, ALONG SAID RIGHT-OF-WAY LINE, FOR 330.0' TO
THE PANT OF BEGINNING, CONTAINING 2.84 ACRES, MORE OR LESS.
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.f PAGIS /50
PAGIS DATA - ALUMINUM CAP
,j AR STATE PLANE COORDINATES-NAO 83
ZONE 0301 (AR NORTH)
N- 137403.76 FT
E-1248656.26 FT
ELEV. - 245.88'
LATITUDE (NORTH) 34-42'38.3315"
LONGITUDE (EAST) 09212'42.6985"
CONVERGENCE:-00ro7'23.8"
SCALE FACTOR 1.00005123
100
L E_ cz=;� E = Fes! =�-
® SET 1/2- X 24" IRON ROD
GRAPHIC SCALE
0 SO 100 200
IN FEET
1 Inch = 100 tt.
312
yj
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fJ • t,
a,
9 { rn, Oh' LI'1"I'1,E: ROCK:
61 -02128
PAGIS %49
PAGIS DATA - ALUMINUM CAP
AR STATE PLANE
COORDINATES-NAD 83
ZONE 0301 (AR NORTH)
N- 136277.18 FT
E-1248560.94 FT
ELEV. a 242.48'
LATITUDE (NORTH)
34-42'27.1866"
LONGITUDE (EAST)
09212'43.7963-
CONVERGENCE
-0007'24.5"
SCALE FACTOR
1.00005205
400 I McClelland PRATT CATES RE'
Mir g SUBDIVISION
_•� ,Consulting
Engineers
Incorporated
L-1tle Rock, AR Fayetteville, AR APPRI
JEM
900 W. Markham 1810 N.College KALE
-i
FINAL PLAT
LOT 3
DRAWN BY DATE
DDSM 12-2
JOB NO. FIELD
LR93-5915 I SDR
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