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ARKANSAS STATE
PLANE �.0
C❑❑RDINATES
(NORTH
°
ZONE)
1
N
162868.76
E
1166852.25
2
N
162809.83
E
1166960.09
3
N
162804.10
E
1166970.41
4
N
162752.39
E
1167051.05
5
N
162691.95
E
1167125.38
6
N
162623.56
E
1167192.47
7
N
162614.63
E
1167200.18
8
N
162544.92
E
1167255.80
9
N
162491.01
E
1167308.44
10
N
162420.96
E
1167404.03
11
N
162348.05
E
1167472.93
12
N
162155.78
E
1167426.00
13
N
162088.71
E
1167258.80
14
N
162054.01
E
1167155.94
15
N
162000.53
E
1167167.62
16
N
161932.56
E
1167184.16
7
N
161876.78
E
1167191.14
18
N
161820.58
E
1167190.54
19
N
161733.50
E
1167187.33
20
N
161745.39
E
1166865.07
21
N
161960.24
E
1166872.99
22
N
161971.67
E
1166853.75
23
N
162039.80
E
1166816.20
24
N
162098.55
E
1166760.14
25
N
162671.25
E
1166169.89
2
N
162759.04
E
1166255.07
2
N
162757.50
E
1166228.76
28
N
162804.89
E
1166212.81
9
N
162793.83
E
1166299.42
30
N
162888.44
E
1166391.22
31
N
162710.87
E
1166574.23
32
N
162836.47
E
1166696.10
FICATE OF OWN
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 �NTTH• .THIS PLAT.
DATE OF EXECUTION DELTIC TIMBER C PORATION
# 7 Chenal Club Blvd.
Little Rock, Arkcnsas
D.R. PAGE
INSTRUMENT NO. 88-61004
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. ;
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
,p,eui eery,, s
r e
or U17 O
�..
Tr ERE _
°� as33' 8 y \ 50 CERTIFICATE OF RECORDINGts, :
°' Op J°° SO• 76'72'35" '`R'` \\,.� , 9t p7 45 �h C,2 50• O 557� `\ +1OrtVo.5033��f ^r
8 ry �°. 8T36'S5 �\ 00,?�\ ,6�° o 3tS90 7 d+7y E. Of�'B \ '•�`� i F`i A.
S P u
'Lh 90,00, , 2' ,t '°,fir 42 / o ) \[8' \ \. OOp m 'J3.• (� \ 70 ✓ ,,,,,, e,,,
14 45
9 \
\ 9s y { 90'00' 83'00'35" O o ,yb• / ro A,,dj s _ �\ ryrypp yy ''IINN
is \� s �? �,@ 3 o15o'zo' h SS >. / / IIIIINNI�II��IIIIIIII�IIII 2016065732
'yp' 3y� pp 'OO• 8 p 1f VS( / / \ PRESENTED' 0-18-201609. 42. 49 AM RECORDED'. 10d8-201610. 2131 AM d4e1t"q NeHr
�O',og\ \9voo ke ,off \ 1�o ssR batis0� ti v000' ` M 776Ss 6 �Y1�. CIRc�'.,
\ 'D /� 1� 20 ^ S '9` ✓ In Official Records of Larry Crane QrcuiUCcunty Clerk , > /
% 'D°\ S \ 9pp0, / 4 1 9T°5 1_- / /7g / F iCHENAL VALLEY ® ° ,' t^
F a
o, O• .o r \ ti° g •S7, " PULASKI CO. AR FEE $15 00 .,,, ,
d., 1 \ .Q? 9T56'55' ��^ \ \ Osj � /� .' ���'t'`° .i� - -
\ c� 6.,,y ° �.'� \, i HALLEN COURT" ��"
GENERAL NOTES:
s d �` 10 •�/ INSTR. # 2015071919 / N
ss y9 m h \ \ .o i 0
9po� \ \ "eOpO00•� s� '.�` i�G' 1\ `�,�?�?9\ �.\ j ' 434 7 68 i. 1/2" IRON PINS WERE SETATALL I.OT CORNERS V
`J h / 2. ALL EASEMENTS SHOWN - ARE TO BE USED e p�
;� 42a0 zp�?• FOR DRAINAGE AND/OR UTILITIES.
/00/ < O0 \��, 00 \ 0 4 0 gT 6�, sue, �,.°p °° 9� 70 O z6 ,
/ ,5p / \\S• \ m V ,J_\ ,h ,`�j. O /- F �, / 3. LOTS WITH ROUNDED CORNERS ARE
�� �%3• V �� �Sd 47 6 t0 5g6° �/ '�� OFLOTLINES ANDOINT OF N T POINTS ON INTERSECTION
c g0'00' f� 90'0 p O •00• ra`7 Q t A Ci
1 V f yOp 7 TdSt� S F9&R CURVE.
_ S83'31'2y"E�
s, 6 '` d� �" w �,� B' 1t3'io'00" 122'Sa'1o" 4. DISTANCES SHOWN ALONG CURVES ARE
\ S 3r CHORD DISTANCES.
�, 14y. dS. 0\� gQOd � o cP_ \ O 11 8.88'
gp 3 p0 \ '00 'L 4 o ^< 3 5 5. ERROR OF CLOSURE: EXCEEDS 1: 20,000
CP
a I.� CJ 9 115n'"35 A 57 5p 1 ^ \
CJ NTERSECTION OF STREET RIGHT-OF-WAYS
- CERTIFICATE OF SURVEYING ACCURACY
I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS
Q•.•- �'� PLAT CORRECTLY REPRESENTS A BOUNDARY
4r� 'ST4OF'. SURVEY MADE OR VERIFIED BY ME, ALL
ARKANSAS •.d? MONUMENTS REQUIRED ACTUALLY EXIST AND
\ =a NO 1y�y2 d= ARE CORRECTLY SHOWN HEREON AND THAT ALL
=0 0-,�,��y��� -
""- �• "'-' SURVEYING REQUIREMENTS OF THE LITTLE
t�•2 si '1DxE ROCK SUBDIVISION RULES AND REGULATIONS
QP':� HAVE BEEN COMPLIED WITH.
%CHENAL VALLEY ',r�pN W4` s �- .
"HALLEN COURT" vr, u,L®r"��
° INSTR. # 2015071919,'
4"
E O DATE OF EXECUTION DANIEL W. HAVNER
19'p- i
N�8 5g 46' yo a S672 REGISTERED LAND SURVEYOR
N0. 1542, ARKANSAS
32 159!`6' 61541 S. 17 F S6 i
0
"B0• 2289 2778�S3F \ L
�k ^ v sS�• 60 0 60 180 \
27 = 9 9s8 50..
28
S O' e
'so , 8O
tt
0 0 0 p� �,`�• s. 4 Scary e - f + CERTIFICATEOF ENGINEERING ACCURACY
g0.00'� ,�^S 00 Gfii' g6'46'40 O SS _. Scale l.A 11. - O I l
2� 9B o i - o•�^�O. yF��r a 9SS v' v / w
/6'/ 64.78 25. �\ m � < S / I, TIMOTHY E. DATERS, HEREBY CERTIFY
31 p 5• 93, 29 b 9p 80'9F \ i THAT THIS PLAT CORRECTLY REPRESENTS A
O /� 's•� %y 9\ .ti0 °p '80• PLAN MADE BY ME, AND THAT THE
JO' 05 �O / 00� -_ 4 '96' SENGINEERING REQUIREMENTS OF THE LIT
° - C4 ---.�, �� ^/ .� O \ i / ROCK SUBDIVISION RULES AND REG N
Op `'?d,• / �� 7000• cov 86.48'40' �. - 'J A 17
\ HAVE BEEN COMPLIED WITH,
25 QO / 2�s• 60.64 e479� /��S•o 30 O�� os�6• \ e�OE �Q• .�
90•00, 10 729 �/ ` ;t3z° L:yam Op i0 ' �`SA60�6<n `SSz \ - \ \ / 9E DATE OF EXECUTION TIMOTHY E. DATERS
UO°0 Jc/ `� ��-,gym \' -._.\ \ \ 'fit, �,yp' % O• 37 X \ j B REGISTERED PROFESSIONAL
�\ <` IV 6 t9• / ENGINEER NO. 5033, ARKANSAS
24 h s81° \� 8p �S i 2 / / s •
ti / �g 79. ^� 8g 46'40' F / \` sp
a � 6 m 7 °
44 s?7 4 \ 31 \ / ° AR ANSAS �
90'OD' a S• g313'2 0 '� / 9TDD h, O h Fy � '�
i/p ` �ry� o /°so go222d o e,\ ry ,o Co s9 ���p RE615TEREB
o PROFESSIONAL
ENGINEER �
^ n 45 6. RAJA AT I
90.00' gtr00 B9 t > _ .. g08 o c F
7 \ 00 'O�•, --i � o_ o rn � APt_ 25.0', UNLESS NOTED OTF'_R`MISE.
1 ,p, ,.50' 9To2'o5' G ,/ 0 74 ,oQ 7. AU- LOTS HAVE AT LEAST A 15 FT. WIDE UTILITY EASEMENT ACROSS
�� BS \ O \ TjgG, / 11' �,�• TH= FRONT ADJACENT TO THE STREET RIGHT-OF-WAY.
90'00' eS \ 00• 88'03'30" d1,.
CP \00 's a3`' \ Ru ;, 8. ALL FRONT BUILDING SET -BACK LINES ARE 25.00 FT. (25' F.B.L.)
49 8$ S? tS- o ,Oti \ 5r �O. sAs• 47.G9' to ory
/ ^ N 9. TRACTS C, E. F AND G, BLOCK 101 AND TRACT 8, BLOCK 102 MAY BE USED AS DRAINAGE
eS00 go'p0' \ s 9o'p0 Oo a �� w 3 48.09' 89'56'05' AND DRAINAGE OVERFLOW EASEMENTS.
o / 3•
1 O y5 s�' d6s \\ off° S0 d rt9 105-2220 CJ 1�t 0935^ co TRACT D, BLOCK 101 MAY BE USED AS A DRAINAGE AND DRAINAGE OVERFLOW EASEMENT BY THE P.O.A.
9poo U ^m^\ ^`' �6 5� O / / �v� ALL TRACTS MAY BE USED FOR LANDSCAPING WITH APPROVAL OF DEVELOPER. REFER TO BILL
0 36 N OF ASSURANCE FOR RESTRICTIONS ON USE.
gyp' d 7>\a
50 90'00• 5, O r51
o,
8s LO 90'00' h° `SO• 950810 OE UfiG,
\ R `ry �\ S� V �'t1t l / yFsmt °,v, IDS.
37
90'OD• O a ,a sr�. � �y z / / BL 0 CK 101 �� g5 6'
O 6
1.y0 � \ s B \ �6g �3 n° ? \60 Got) a
e`'00 \\ .� 9
95'08'10" 51 � J "�
o \ o
% 85'38'40' 9S2 $ q1
CENIERDNE CURVE DATA 0 2 O d
o y� , / �, 0 0AA$ 76g0� 15
CURVE LENGTH DELTA TANGENT RADIUS 92712'20'
s"' �\ ^6 � 00
C1 190.41' 16'17'01" 95.85' 670.00' O 2 �jp' \\ �, om \%
C2 257.65' 3444'05" 132.92' 425.00' 1�i? 8�? o
0 �s �% o. 14 O 56
C3 82.14' 62'44'48" 45.73' 75.00' 2`9y�y b� cS c 1 0
C4 N
92.36' 70'J3'19" 53.06' 75.00' O' ly °j \\ \'S•23'25• 3 t69'12'45 �
C5 331.81' 2T09'33" 169.08' 700.00' 23 9g1T10 2 1 \ \ \ 52 a� nN LEGAL DESCRIPTION
° ART OF THE SE1/4 OF SECTION 27 T-2-N R-14-W LITTLE ROCK PULASKI COUNTY
81-42'50' m \ '' P U ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
0 \ \ \ so'co 15 s COMMENCING AT THE SOUTHWEST CORNER OF LOT 78, BLOCK 96, CHENAL VALLEY, AN
71 sue- so 00 ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S78'52'42"W, 113.34 FT.
d'O•r�i ^� 10 ';ti�ry 130.0 �, c� TO THE POINT OF BEGINNING; THENCE S61'20'41"E, 122.89 FT.; THENCE S60'56'53"E,
IO'x3O' C6 TRACT A i 9 w 11.80 FT.; THENCE S57'19'50"E, 95.80 FT.; THENCE S50'53'19"E, 95.80 FF.; THENCE
WAT. ESMT. 22 21 - - - - to $ S4426'48E, 95.80 FT.; THENCE S40'49'45"E, 11.80 FT.; THENCE S38'35'04"E,
9 or- • � 89.18 FT.; THENCE S44'19'04"E, 75.35 FT.; THENCE S53'45'49"E, 118.51 FF.; THENCE
N - TRACT C , o, x S43'22'48"E, 100.31 FT.; THENCE S,3'42'51"W, 197.92 Fr.; THENCE S68'08'41"W,
NS '7 1 3o' N -ri
NBT5�3-'r178�1V Dso.1 ' 135.00 r 180.15 FT.; THENCE S72'21'191N, 108.56 FT.; THENCE S12'19'15"E, 54.74 FT.; THENCE
6' ENSEURY LANE ' 4 - 16 S13'40'34"E, 69.96 FT.; THENCE S07'08'03"E, 56.21 FT.; THENCE S00'36'52"W,
22 8h 2 _ cn 56.21 FT.; THENCE S02'O6'42 W, 87.13 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE
3 ^ ts' Esmt. j ed o° OF CHENAL VALLEY DRIVE, BEING 30.00 Fr. FROM THE CENTERLINE THEREOF; THENCE
s3' 11 0' a' rn C)N87'53'18"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 322.48 FT.; THENCE NO2'06'42"E,
9a°0 85.00' 9do° 25 522°` ',a' i%Ijo? 215.00 Fr.; THENCE N59'16'58"W, 22.38 FT.; THENCE N28'51'43W, 77.80 FT.; THENCE
N43'39'43"W, 81.20 FT.; THENCE N45'51'51'1N, 822.42 FT.; THENCE N44'08'09"E,
!� 25' Bldg. Une� I I m ` r^ 122.31 FT.; THENCE WESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT,
b � 53 3 17z1s'2o' 17 A CHORD BEARING AND DISTANCE OF S86'40'00"W, 26.35 FT.; THENCE N1836'39"W,
o I N I 3 50.00 FT.; THENCE EASTERLY ALONG THE ARC OF A 100.00 FT. RADIUS CURVE TO THE RIGHT,
o Ln o o " ry Cnl A CHORD BEARING AND DISTANCE OF S82743"31'E, 87.31 FT.; THENCE S44'08'09"E,
zp cv o 1 I oD
n to to 131.83 Fr.; THENCE S45'51'51 "E, 255.00 FT.; THENCE N44'08'09"E, 175.01 Fr.;
z n •ti° In THENCE N78'19'04"E, 159.46 FT. TO THE POINT OF BEGINING, CONTAINING 17.3447 ACRES
L^ g'S� 115 00' 90O°' ED MORE OR LESS.
BLOCK 101
ab 85.00'
N
W
TRACT /
o
0 45.0 45.0•
o TRACT A J N
._ M o rn
- 115.17' N1 i N
to
to
N
O
11 18
sqn,--:)0'00"W
20 N87'53'18"W 322.48'
-
-- - - --
19 24.88'
-- CHENAL VALLEY
DRIVE
o
(B0' R/W)
-
�o m
PLAT BK. G, PG. 810
OZ
SE Corner
SECTION 27
T-2-N, R-14-W
NO PORTION OF ANY LOT IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS
SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP
FOR PULASKI COUNTY, ARKANSAS.
1ldl a Nola
LOTS 1 & 21-53, BLOCK 101
LOTS 11-21, BLOCK 102
TRACTS A, B, C, D, E, E & C BLOCK 101
TRACTS A &• B BLOCK 102
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
To be known as "ENSBURY PLACE"
BEING PART OF THE SE1/4 OF SECTIONS 27,
T-2-N, R-14-W FINAL PLAT
PULASKI COUNTY, ARKANSAS
SEPTEMBER, 2016 A igned
BY:
DATC.
® WHITE DATERS &ASSOCIATES, INC.
Qs CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
Job # 16-473P
�77 ��