HomeMy WebLinkAboutS-0057-MM Map 3VICINITY MAP
SCALE 1"=2000'i
COPY OF 7.5 MIN. QUADRANGLE
LEGEND
FOUND SURVEY BOUNDARY MARKER PROPERTY LINE
(TYPE AS NOTED) — — RIGHT Or WAY LINE
O SET 1/2' X 24' REBAR - - — - - — - - _ BUILDINc SETBACK LINE
(UNLESS OTHERWISE NOTED)
WATER vALYE - — — — — — — — — — — — - EASEMENT LINE
®w WAro, MM — — — LOT LINE
�FH f1RE WMMT —E— —E— — BURIED ELECTRIC LINE
--------- T-------------------- T-------- BURIED TELEPHONE LINE
------- BFO----------------- BFO-----"' 3-RIED FIBS OPEC LINE
S45'10'19"E 68.70'
FD.
3/B' REIlAR
S36'25'55"E 38,75'
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LC=186.47 FT
F.I.P.
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REBAR
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LC=337.19 FT--
FD. 1/2' REBAR
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FD. 3/8' REBAR
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---- _ 15LOT RH-7A
1---- - o ' 96491 sq. ft
-- - - - - -- _ r — 2.22 Acres
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25' BUILDING SETBACK 25' BUILDING SETBACK EPEDD�X
FD. 1 Y REBAR N19'46'00"W 375.75'
EAST RIGHT-OF-WAY LINE OF RIVERFRONT DRIVE
FPEDoBFO - -tea-- -- -- - -- ----- -- -areDo7i7
2'CSCG
CENTERLINE OF RIVERFRONT DRIVE — 120'_RIGHT`OF^WAY
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, TOWNSHIP 2 NORTH,
RANGE 12 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 375.75 FEET TO A 1\2" REBAR; THENCE
NORTH 70 DEGREES 14 MINUTES 53 SECONDS EAST, A DISTANCE OF 241.77 FEET TO A POINT; THENCE
ALONG A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 1213.23 FEET, A CHORD Ell AIRING AND
DISTANCE OF SOUTH 32 DEGREES 01 MINUTES 34 SECONDS EAST, A DISTANCE OF 186.47 FEET TO A
POINT, THENCE SOUTH 36 DEGREES 25 MINUTES 55 SECONDS EAST, A DISTANCE OF 38.7.1) FEET TO A
POINT, THENCE SOUTH 45 DEGREES 10 MINUTES 19 SECONDS EAST, A DISTANCE OF 58.70 FEET TO A
3\8" REBAR, THENCE SOUTH 54 DEGREES 02 MINUTES 23 SECONDS WEST, A DISTANCE 01 121.78
FEET TO A 3/8" REBAR, THENCE SOUTH 21 DEGREES 14 MINUTES 30 SECONDS WEST, A DISTANCE OF
80.06 FEET TO A 3/8" REBAR, THENCE SOUTH 70 DEGREES 15 MINUTES 59 SECONDS WEST, A
DISTANCE OF 152.47 FEET TO THE POINT OF BEGINNING CONTAINING 2.22 ACRES MORE OR LESS AS
SURVEYED BY MCCLELLAND CONSULTING ENGINEERS IN AUGUST 2003.
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, 2002.
TnE 15' WATERLINE EASEMENT SHOWN ON THIS DRAWING IS PLACED AS PER A RIGHT-OF-WAY
AGREEMENT FILED AND RECORDED IN THE CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS
IN APRIL 1992. MCE MAKES NO CLAIM TO THE ACCURACY AND /OR LOCATION OF THE SUBSURFACE
FEATURES ON THIS SURVEY.
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 MINIMUM STANDARD'. FOR ERROR
OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
THIS SURVEY VAUD 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 NOT RESEARCHED BUT SURFACE EVIDENCE WAS
LOCATED AND WAS SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
STATEMENT AS TO THE TRUE 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 HA/ ARD 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.
SOURCE OF TITLE:
WINROCK INTERNATIONAL - Inst. No. 2003062102
THIS PLAT IS FOR THE USE AND BENEFIT OF:
WINROCK INTERNATIONAL
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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 GREENS
WINROCK INTERNATIONAL
Address 6497 38 WINROCK DRIVE
MORRILTON AKANSAS 72110
CERTIFICATE OF SURVEYING ACCURACY
I, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary
survey mode 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,
q !3
Date of Execution Brian A. Tinnel
Registered Land Surveyor No 1438, Arkansas
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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,
�- L4 -03 rs
Date of Execution J mes E. McClelland
gistered Engineer No. 3412, Arkansas
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,
Date of Execution Little R tanning Commision
CERTIFICATE OF RECORDING
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This document. "number �6a1. filed for record
! Q � M6Lr 2 , aCC in plat book page (LD is
Signed,
CAROLYN STALEY, Circuit ounty Clerk & Recorder
Circut Clerk
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GRAPHIC SCALE
30 60
( IN FEET )
1 'inch = 36 ft.
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No.3412 Q�
POINT OF COMMENCEMENT f
PAPS MONUMENT 2019-0041 - SOUTIIEAST CORNER OF
\ N-1B5RASS CAP$491 39 \1 T-2-k.OR-12 w4 OF SECTION 33 FINAL q N�b�
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FINAL PLAT
-- - --- Consulting LOT RH-7A RIVERDALE Al
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