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DOC: 00034445
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UTILITY EASEMENT
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5 16'PVC
N88'S2 08 W 10441
PAGIS 2044-0287"' ° 1
N 115073.979
E 1200485.267 y 8"PVCY 6
EL 306.719 "M 18.50
6.115014
SHENA DOAH SUBDIVISION
UNDEVELOPED
1FA YAIK
1`
1p
00
FIND IRON PIN
NE CORNER
SHENANDOAH SUBDIVISIC
MUSLEM K. MUSTAFA
DOC#96-85267
Oft SEWER EASEMENT
DONNA WILLIAMS
DOC#89-61967
L.R.C. BUILDERS
OF LITTLE ROCK
DOC#2004-07582
Oft SEWER EASEMENT
ROCKY G. BRAZIL
DOC#09-37907
Q
SURVEY CONTROL MONUMENT
(TYPE AS NOTED)
PAGIS BENCHMARK
FOUND SURVEY' BOUNDARY MARKER
(TYPE AS NOTED)
O
SET 172' x 24' REBAR
(UNtl OTHERWISE NOTED)
STORM DRAIN GRATE
Q)
STORM WATER MANHOLE
(
SANITARY SEWER MANHOLE
SHENANDOAH SUBDIVISION
PHASE II
LEGEND
CURB LINE
6'CSC - 6• CONC STEP CURB
_W_-__-___-W-__-- WATER PINE
-x-x FENCE
STORM WATER LINE
SANITARY SEWER LINE
PROPERTY UNE
RIGHT OF WAY UNE
BUILDING SETBACK UNE
- - - - - - - - - - - EASEMENT UNE
GRAPHIC SCALE
a 20 40 en
IN FEET )
I inch = 40 ft.
A tract of land being a part of the SW1/4 of the SWt/4 of the NE1/4 of Section 11, Twp.1 South,
Rng.13 West,Pulaski County, Arkansas more particularly described as follows:
Commencing at the NW Corner of the S1/2 of the NW1/4 of the SW1/4 of the NE1/4 of said section
11 (Said point being the NW Corner of SHENANDOAH SUBDIVISION PHASE 1 of the City of Little Rock,
Pulaski County, Arkansas); thence along the west line of said Shenandoah Subdivision, Phase 1 S02'37'01"W
337.14ft; thence S02'39'38"W 11.16ft to the SW Corner said Shenandoah Subdivision, Phase 1 and the
TRUE POINT OF BEGiNING; thence leaving said west line and along the south line of said Shenandoah
Subdivision, Phase 1 S88'52'08"E 99.59ft; thence N76'20'28"E 46.88ft; thence S88'52'08"E 104.39ft;
thence NO2'39'04"E 16.24ft; thence S88'52'08"E 184.16ft to the SE Corner of said Shenandoah
Subdivision, Phase 1; thence leaving said south line S01'55'16"W 352.76ft; thence N88'35'45"W
188.77ft; thence NO2'39'04"W 18.50ft; thence N88'52'08"W 104.41ft; thence N59'13'49"W 51.02ft; thence
N88'52'08"W 99.61ft to the east line of Shiloh Subdivision Phase II of the City of Little Rock Pulaski County
Arkansas, thence along said east line NO2'39'38"E 280.00ft to the true point of begining.
Said tract contains 3.22 acres.
CERTIFICATE OF SURVEYING ACCURACY
I, Brian A. Tinnd, hereby certify that this
plat correctly represents a boundary survey made
or verified bX.CRa.thpl,•� .
all surveying requirements of the State
of Arkansas and City of Little Rock S bdivision Rules
and Regl tat ' •,,
been complied With and filed for record
as required.
fgfpr
,.`4� R�C�.,�
,, ''�STATC OF ' t=
•,'
Date of execution
rian A. Tinne
ARKANSAS
AN
NO. 1438
Registered Professional Land
= y
Surveyor No. 1438, Arkansas
SIGNATURL
CERTIFICATE OF ENGINEERING ACCURACY
�:;,a
lithe
I, John David Vondran, hereby certify that this plat correctly represents a plat made by me,
the
and tff ••..,,,,,..•'' �j ���`�
engineering requirements of Little Rock
Subdivision Rules and Regulations have been complied
A LA ,�``
wit �.,fYA',
jAe, n
��(
' •T,III,L
Dote of execution
ohn David Vondran
Registered Engineer
No. 11429, Arkansas
�� AIi 35rIi
CERTIFICATE OF FINAL PLAT APPROVAL �3 1
2lY'w i•. yS"A.�
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and ` Itt�i�t. ;a4
to a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further p� Si s * * `C
said rules and regulations. This certificate shall expire o.11421�q 91ID
�,�y
Date I' �G �00
Signe C� 3p•
� (lgl,ec�
Date of Execution
Little Rock Planning
Commission
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off,
pia and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat.
Si ned
Name RICKEY WARREN
Address 20451 LAKESHORE COVE
Circut Clerk
VICINITY MAP
SCALE 1"=2ODO'i
'ke�rw{'WMrolw,y =h n . 4 Jh aii�f ,.A!'Y+:�iae.�..r`56Fd'.Yv€
SURVEYOR'S NOTES:
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON PAGIS
MONUMENTS 2044 & 2044A.
NEW PAGIS MONUMENTS SET ARE: 2044-0286 & 2044-0287, LOCATIONS ARE SHOWN ON PLAT.
THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON
THE PLANS. McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE COMPLETENESS
NOR ACCURACY OF THIS INFORMATION.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
OF ANY PROPERTY CORNER MONUMENT.
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.
DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR
THE PROPERTY.
NAMES OF ADJACENT OWNERS SHOWN ON THIS PLAT WERE PROVIDED BY BEACH ABSTRACT COMPANY.
NEITHER THEIR ACCURACY NOR CURRENCY IS WARRANTED BY McCLELLAND ENGINEERS,
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM 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.
DECLARATION:
I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY
SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND
OR SET, AS SHOWN, iO THE BEST OF MY KNOWLEDGE AND ABILITY.
--� Npp4bp„
......... RFC.
• STA OF
D TE
BRIA A. TINNEL AR A SAS
PROFESSIONAL LAND SURVEYOR+
ARKANSAS NUMBER 1438
2 6-3-04 Added 10ft Sewer Eosement 7RG Lit#le Rock, AR
1 6-3-04 Added 15ft Waterline Easement TRG
N0. DATE DESCRIPTION By 900 W. Markham
McClelland HENANDOAN SUBDIVISION
Consulting PHASE II
Engineers CITY OF LITTLE ROCK
Incorporated PULASKI COUNTY, ARKANSAS , g , ii
rj Y -� L
Fayetteville, AR APPROVED DRAWN BY DATE JOU NO. 1FIELD
HEET NO.
BAT TRG MAY 28, 20 4� A�Y-1810
l�il£d
N.College ��0' LR03-5989TDS/B GPS DAT
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