HomeMy WebLinkAboutS-0647-B Map 4FND IRON PIN
NW CORNER
S1/2 NW1/4 SWt/4 NE1/4
Se6.11, Tvip.1S, Rng.13W.
Y4
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AN TIETAM DRIVE
50' R%W
S88'52'080E 427.98'
4R X I
LOTS 4&5 REP T&5RED I AS
LOTS
DOC: 00034445
BOOK F-
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45ft Ri W
50ft R j W
A
S NA-ND-Q SUBDIVISI
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' 18.24 S88'52'08"E 184.30'
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S88'52'08"E 99,59'1 '20
PAGIS 2044- 286 0.360c. -
E3 N 115355.4 5 w 2
E 1200498. 28 EJ
EL 305.7 A 0.22ac. q
3 K rn 34
s 15535.75s ft.
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n 12 0 Ln
1 chi 0 9401.35sq. ft. m
696&37sq, ft. A aN r N
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N88'35'45"E
A ` 151A1
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N A S8T20'S6 E 34' 63' 0.25ac.
' 33
0 0.16ac. I AN II(�(! 10792.20sq. ft.
11 13 d O SS 20"56•E 158.93' �R / ' + 15$.93' 3
6968.33sq. fL 0 45ft 4
A Z may- WATER LINE p
' Q S87'20'56"E PER DOCUMENT o,
p W #85-51272 N N
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y = 6 0.60ac. S
(n 6073.06sq; ft. O�� 104�5
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6969.14sq, ft, 32
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W zr30 4 11232.81sq. ft.
M 9514.46sq. ft.
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Z 6e in o W
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A rn w 704.41' rn. 154.01
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6969.95sq. ft. Y 0.20ac.. 0.48ac.
29 031
�i 8558.29s ft. o
'!% m q' w 21109.86sq. ft.
N88'52'080W 99.61' u S oy 5 16"PVC
2 N88'52 08 W 104.41 -
INTERIOR 1 nT CI IRVF nATA
RADIUS
LENGTH
CHORD
25.00
39.27
S44'41 77"E 35.36
150.00
77.01
S42436 28 E 69.62
50.00'
76.62
S4525"07 W 69.34
50.00
35.66
N7094--49 -W 34.91
50,00
30.24
1432'2910 W 29.79
25700'
32,52'
N52'2611 W 30.27'
25.00
39.27
S459843 W 35.36
(6)25ft
BLDG. SETBACK
010ft
UTILITY EASEMENT
@20ft
UTILITY EASEMENT
015ft
SEWER EASEMENT
F
3
S EIENA DOAH SUBDIVISION
UNDEVELOPED
bbftfmT YALK
VCI
FND IRON PIN
NECORNER
PHASE DOAH SUBDIVISII
Q,
SURVEY CONTROL MONUMENT
(TYPE AS NOTED)
{
PAGIS BENCHMARK
FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
O
SET I/2' x 24- REBAfl
(UNLESS OTHERIMSE NOTED)
E]STORM
BRAIN CRATE
STORM WATER MANHOLE
$O
SANTARY SEWER MANHOLE
SHENANDOAH SUBDIVISION
PHASE II
LEGEND
CURB LINE
6'CSC - 6' CONC STEP CURB
_W_____--_-W--___ WATERLINE
7Y----------- -K FENCE
STORM WATER LINE
SANITARY SEWER LINE
PROPERTYLINE
RIGHT W WAY LINE
- - - - BUILDING SETBACK LINE
--------^--- EASEMENT LINE.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
VICINITY MAP
SCALE l"=2000't
A
o
A tract of land being a part of the SW1/4 of the SW1/4 of the NE1/4 of Section 11, Twp.t South,
Rng.13 West,Pulaski County, Arkansas more particularly described as follows:
Commencing at the NW Corner of the St/2 of the NW1/4 of the SW1/4 of the NE1/4 of said section
11 (Said being
point 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 I S02'37'01"W
MUSLEM K. MUSTAFA
SLEM K. MUST
337.14ft; thence S02'39'38"W 11.16ft to the SW Corner said Shenondoah 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;
It 12003n'73
thence NO2'39'04"E 16.24ft; thence $88'52'08"E 184.16ft to the SE Corner of said Shenandoah
Subdivision, Phase 1; thence leaving said south line SO1'55'16"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.
--
loft SEWER EASEMENT 1 111111111cd
_.
DONNAWILLIAMS619.
DOC#89 '7
CERTIFICATE OF SURVEYING ACCURACY
I, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary survey made or verified by+,me,dh9k, all surveying
requirements of the State of Arkansas and City of Little Rock S bdivision Rules and Reggio l ggijt 'Plot,
been complied with and filed for as �i
record required. �,
Rid%,
o �� ......,,.,
�� STATC OF '
Date of executionBrian A. Tinne ,,. ARKANSAS
Registered Professional Land - "a Nt?. 1438
9 cry O _
SURVEYOR'S NOTES:
Surveyor No. 1438, Arkansas ? sIc NAru1u
aA
HORIZONTAL
M
CERTIFICATE OF ENGINEERING ACCURACY ,row :,Pry
COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON PAGIS
MONUMENTS 2044 & 2044A.
9
I, John David hereby certify that this plat correctly represents a plat made by me, and tKgf�he ••..;;;,..•" ew�.���
engineering requiremquirem enn ts of the Little Rock Subdivision Rules and Regulations have been complied WitHo.`Vtjj Aj30
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 it C,
c LLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE COMPLETENESS
rO J;Ae- 20p � // D� Pr'r•+rnu++N'+++ NOR ACCURACY OF THIS INFORMATION.
Y3 Date of execution ,#John David Vondr� .�� NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
Registered Engineer ;� F OF ANY PROPERTY CORNER MONUMENT.
No. 11429, Arkansas - ��a 1'I�nlyrii ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
y^a CERTIFICATE OF FINAL PLAT APPROVAL )EYF9, * SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
f r q SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS,
PttEN ^ 4 AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and it
vsi to a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further i� ER sty` AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
a said rules and regulations. This certificate shall expire •+ *��` DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR
'• o.1T4291yq ¢ THE PROPERTY.
ro ® VIDfd[ ,y
Date '`*o�yI op NAMES OF ADJACENT OWNERS SHOWN ON THIS PLAT WERE PROVIDED BY BEACH ABSTRACT COMPANY.
L.R.C. BUILDERS NEITHER THEIR ACCURACY NOR CURRENCY IS WARRANTED BY McCLELLAND ENGINEERS,
O LITTLE ROCK Sign \ ajo'
j p ) IG ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
DOC#2004-07582 V l ���D,/, OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
Date of Execution 113 THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
Little Rock Planning UPON IT.
Commission
CERTIFICATE OF OWNER DECLARATION:
loft SEWER EASEMENT I HEREBY We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, SUPERVIISIONCTHAT ALLTVISBLE ENCROACH! ENTHE HEREONDTSAND DESCRIBD
ARE SHOWN, ANDRTHY WAS COMPLETED UNDER MY
pla and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this, plat- OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. AT THE CORNERS WERE FOUND
i Si ne
�O (OISTEfib
Ri�.
Name RICKEY WARREN _ ,�•*,,��' d
•' STA
BRIA OF A. TINNEL AR SAS~
PROFESSIONAL LAND SURVEYOR D TE - - N (4.
�•� Address 20451 LAKESHORE COVE ARKANSAS NUMBER 1438
ROCKY G. BRAZIL
DOC#99-37907
Circut Clerk
SIGN 111RE _
%CIS -
0� , •; ',r ;ram =��y �u
v 's : JTj Pot. A r ` •:
:cord 2DJ11I EuI ttoo
,L LAB,+'°,
,tF',Y '` III I-I.7�. " "ttgr u+sa•Ns
M {!s,
HENAND
McClelland
OAN SUBDIViS10
""'
Consulting
PHASE II
Engineers
CITY OF LITTLE ROCK
Incorporated
PULASKI COUNTY, ARKANSAS
2 6-3-04 Added !Oft Sewer Easement TRG
APPROVED
BAT
DRAWN BY
TRIG
DATE
MAY 28 20
4 NO.
Little Rock, AR Fayetteville, AR
1 &-3-04 Added 15ft waterline Easement TRG
10. DATE DESCRIPTION 8y
900 W. Markham
1810 N.College
SCu4b
JOBNO.
FIELD89
T0S%GKS
I) [ 1 111T
LAT
Signed
BY:
UATE:'l I v �I