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CERTIFICATE OF ENGINEERING ACCURACY
_PAT_RIC_K__M.Mc_G_ET_RI_C_K---- HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS FIAVE BEEN COMPLIED WITH.
S 8724'48" E 196.18' e�- �a j.< SIGN EQ�--
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s t33 N= [INA�Au Y Mr�t� i �/(�J DATE 0 EX LITION NAME, REGISTERED PROFESSIONAL
S 872448' E r WS ENGINEER Na. 4 6F_)__ ARKANSAS
L T _ — — - — 10028 PT — A TE+� I o\ 'uLEt DR ooc� Jjq-(� =
1 oa �: p; �A M�E� SIr F fj •/vV CERTIFICATE OF SURVEYING ACCURACY
'I nIN »1-' 3NINSON ND •LNpr MG )M rca�_ yr °rtsOa
i gULASR)� InS01h AD:'AU EY Uq .- aR 'SOS RG_BERT C. LOWE HEREBY CERTIFY THAT THIS PLAT CORRECTLY
w N 0235'12" E 104.8T Cy i'ACAO(MiRAiNW000. OR - c W •wEr n • REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
�%_�' °' A"tt`t m o s • AgNf gPi ACTUALLY IXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
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RliNW000 U IAG `&0 7NE 2 MART ,6'RA t SIGNED
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afIOWC S i L o�r v[.�...r, ,M� "r7r aP L DATE OF EX CUTIO NAMEh REGTERED LAND SURVEYOR
anu N 1 „ a NE On a n;J iaro s. No.,L___ ARKANSAS
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--sLs unuTr EAsrNENrr.,• " O _ FNIY(N pp_ 4 s 6/ ff aplf ,Y,I WE, THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN,
a L e DD' Bic 'OwW 10<il�' �" a " DN DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO
9 + f� ' wE r pc o a' HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL. ESTATE IN ACCORDANCE WITH
U �Fj tECO i•sroRst srANrr a [� z. e o THIS PLAT.
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O v% 1(r. ,�.,'(•. ,. - c � � p,y r + HOME DEPOT U.S.A., INC.
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?f �_ PROJECT «Woodland
FV LOCATION DATE EcunoN------ ---- - - - - -----
I MAAA HIII$ 3� i•" i Rfit ram' at, DN D E o F EX NAME
ADDRESS WIN (ar it 3
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SOURCE OF TITLE 1)R __ PAGE "W1Rolle E' W
H IMER.;
cA:cry+c`°n: SRnO INSTRUMENT No 4SF--.16rS6r9
y N o * M 1iAM RUN6'run 1
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1AM= F-1\� ce.• ASTWp40 Dw a*�tl I,�rnnu • wf5f, �f+
CERTIFICATE OF FINAL APPROVAL
N�
PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF
eICINM M" THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
/ ACCEPTED
THIS REGUI ATO CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID
RULES
/ k \ SIGNED
/$� O
Q• f / DATE OF EXECUTION LR PLANNING COMMISSION
19 I ,, CERTIFICATE OF RECORDING
i
IP; NE CoRMER OF LOT 1
NUFUM COMMERCIAL THIS DOCUMENT, NUMBER FILED FOR RECORD 19___, !N PLAI
+�' ADDITIOW PLAT OE-531 BOOK --- PAGE ----
C4 SIG•:EF.
g I
CLEk�
';TIUTY EASEMENT
N 55354r W 63.17' �
O �
N 53'25'50" W 65.7W
S N 62'SY21' W 30.W' \ -
CURVE N211[
::9';Y42' RV.k 10
P = 1424 38'
CD = N 52.18'53' W `iR 7Y
239 90' �F
S
CURVE #1
46'59'25'
- R = 572,96'
CD = S 65'58'45' w
�F LC = 456.85'
A(C
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PRQNERTY-RES�RL IPTIDNN'
_— r .- i Morris Lor, rne)I.t,n, �. u._K, TulaSki L-OU' y. Ar nUnsas,
recorded as Pla t 4 E591 In the records of the Circuit County Clerk of Pulaski
County Arkansas, more particularly described asp
Beginning at NE corner of Lot 1, Morris Commercial Addition) thence S 01'10'28' W
along the East line of said Lot 1 634.25' to the SE corner thereof (said point also
being on the North R/W One of West Markham Street); thence in a Westerly
direction along the South line of said Lot 1 and the North R/W line of West Markham
Street the following courses N 82'24'12' W 14.66'; N 88'21'48' W 208.30';
S 89'23'12' W 145.78; S 68'58'26' W 7029' to the point of curvature of a
curve to the left (said curve having a central angle of 46'59'25' and a radius
of 615.96'); thence 'in a Southwesterly direction along the arc of said curve
to the left to a point which Is S 73'09'28' W 71.74' from the point of curvature
thereof (said point being a point common to I..ot 1 and Lot 2 of Morris Commercial
Addition); thence along the line which is common to said Lot 1 and Lot 2 the following
L:oursess N 08'23'59' W 58.91'1 N 60'09'35' W 233.50'; S 29'50'25' W 282,87' to a point
on the North R/W tine of Chenal Parkway; thence
N 55'04'28' 'W along the North R/W line of LnenUL r'arkway bJ,ii , thence N 29'SU'c5' E 97,75';
thence S 60'09'35' E 8.46'I thence N 31'55'06' E 106.07'; thence N 29'53'07' E 77.76' to the
point of curvature of a curve to the left, having a radius of 120,78; thence In a
Northeasterly direction along the arc of said curve to the left to the point of tangency
thereof (said curve segment having a chord bearing and distance of N 14.16'47' E 61,80,
thence N 01'10'42' W 246.59'; thence N 01'17'52' W 140.22' to the point of
curvutt.re of a curve to the right, having a radius of 107,07'; thence in a
Not trneasterly direction along the arc of said curve to the right to the point
of tangency thereof (said curve segment having a chord bearing and distance
of N 16'38'44' E 46.77'; thence N 26'55'57' E 23720, thence N 02"35'12' E
104.87' to a point on the North tine of said Lot I; thence in a Southeasterly
direction along the North line of said Lot 1 the following courses' S 87'24'48' E
100.28'; S 57.48'45'631.24' to the NE corner of sad Lot I and the point of
beginning, containing 14.78 Acres, more or less.
GENERAL NOTES;
1 All property corners are marked by #4 Rebar Iron Pins.
2 Easement widths are as shown and may be user_I For drainage and/or utilltle E;
except as may be noted,
3, Distances shown on curves are chord distances,
4. Linear error of closure exceeds 1'/10,000' unadjusted,
Building setback is as shown
LOT 1R BEING A REPLAT OF PART OF LOT1
MO RRIS COMMERCIAL
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
ENL'INCL R'r 'ID LA ,'f LOF'41EDaT C.)NSLiLTANIS
12221