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310,00'
370.00'
375.75'
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N19°46' 0"W 1055.83'
3/s" BRASS CAP
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CENTERLINE OF RIVERFRONT DRIVE — 120' RIGHT—OF—WAY iI 14190461)(�W 3320.28'
DESCRIPTION:
A PARCEL OF LAND SITUATED IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION
28 AND THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP2 NORTH,
RANGE 2 WEST, PULASKI COUNTY ARKANSAS AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER
OF SECTION 33, TOWNSHIP 2 NORTH, RANGE 12 WEST PULASKI COUNTY ARKANSAS THENCE NORTH 01
DEGREES 35 MINUTES EAST 464.0 FEET; TO A POINT OF ON THE SOUTH LINE OF RIVERDALE ADDITION;
THENCE ALONG SAID SOUTH LINE NORTH 88 DEGREES 43 MINUTES WEST 483.19 FEET; TO A POINT OF
THE CENTER OF RIVERFRONT DRIVE; THENCE ALONG SAID CENTER NORTH 19 DEGREES 46 MINUTES
3320.28 FEET; THENCE NORTH 70 DEGREES 14 MINUTES EAST 60.0 FEET TO A 3" DISK FOR A POINT
OF BEGINNING; THENCE ALONG THE EAST RIGHT OF WAY OF SAID RIVERFRONT DRIVE NORTH 19
DEGREES 46 MINUTES 00 SECONDS WEST, A DISTANCE OF 1055.75 FEET THENCE NORTH 70 DEGREES
14 MINUTES 53 SECONDS EAST, A DISTANCE OF 312.09 FEET; THENCE SOUTH 7 DEGREES 25 MINUTES
53 SECONDS EAST, A DISTANCE OF 125.72 FEET; THENCE SOUTH 73 DEGREES 39 MINUTES 52
SECONDS EAST, A DISTANCE OF 10.54 FEET TO THE CORNER OF THE INSIDE EDGE OF A 8" CONCRETE
WALL; THENCE ALONG SAID INSIDE EDGE SOUTH 3 DEGREES 15 MINUTES.
SURVEYOR'S NOTES:
BASIS OF BEARINGS FOR THIS PROJECT IS A PLAT FILED AT THE PULASKI COUNTY CIRCUIT CLERKS
OFFICE IN PLAT BOOK D, PAGE 848, AS DOCUMENT NO. 93-78185, DATED 11-12-1993.
FIELD WORK FOR THIS SURVEY WAS COMPLETED JULY 9 TO JULY 11, 20J2.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
SHOWN. 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.
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MNIMUM STANDARDS FOR ERROR
OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS
PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY
CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT
1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
FLOOD INFORMATION: NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA
AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP
(FIRM) COMMUNITY PANEL NUMBER 050181 0008 E. DATED NOVEMBER 3 1993.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
OF ANY PROPERTY CORNER MONUMENT.
THIS PLAT IS FOR THE USE AND BENEFIT OF:
WINROCK INTERNATIONAL
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.
Signed,
Date of Execution
Name GARY GREEN
WINROCK INTERNATIONAL
Address 6497 38 WINROCK DRIVE
MORRILTON, AKANSAS. 72110
CERTIFICATE OF SURVEYING ACCURACY
I, Richard A. Watson, hereby certify that this plat correctly represents a boundary
survey made by me or verified by me, all monuments required actually exsits and are
correctly shown hereon and that all surveying requirements of the Little Rock subdivision
rule and regulations have been complied with.
Signed,
Date of Execution
Richard A. Watson
Registered Land Surveyor No. 653, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, James E. McClelland, 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.
Signed,
Date of Execution
James E. McClelland
Registered Engineer No. 3412, Arkansas
GRAPHIC SCALE
25 50 100
I 1,
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.
VICINITY MAP
SCALE 1"=2000't
COPY OF 7.5 MN. QUADRANGLE
464.00,
POINT OF COMMENCEMENT
SOUTHEAST CORNER OF
NW1/4 OF SWI/4 OF SECTION 33
T-2-N, R-12-W
Signed,
Date of Execution
CERTIFICATE OF RECORDING
This document, number
Signed,
Circut Clerk
e Rock Planning Commision
. filed for record
in plat book page
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STATE OF
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ARKANSAS •.
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LEGEND
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FOUND SURVEY BOUNDARY MARKER
PROPERTY LINE
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(TYPE AS NOTED)
RIGHT OF WAY LINE
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SET 1/2' X 24' REBAR - _
(UNLESS OTHERVASE NOTED) — -
- — BUILDING SETBACK LINE
WATER VALVE - — — — — — — — — —
— EASEMENT LINE
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WATER METER
- LOT LINE
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No.3412
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PRELIMINARY
( IN FEET )
1 inch = 50 ft.
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