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o a r e CERTIFICATE OF SURVEYING ACCURACY
�oa'ZA SA VICINITY MAP
2�" E 19 ?2 I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS
(NITS) PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED 8Y ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
CHUBsw ARE CORRECTLY SHOWN HEREON AND THAT ALL
20 H4 mom" SURVEYING REQUIREMENTS OF THE LITTLE
C ROCK SUBDIVISION RULES AND REGULATIONS
lJJRIEL
HAVE,BEEN COMPLIED WITH.
0
\ 50 0 50 180 c 2 L-/ �
R1OO.O0 y� \ THIS PLAT Z CNENAL VALLEY D ��- 7 1 �
CDN82'43'31 "IN1011 r it"`°"" r OF EXECUTION
LC87.31 p�0@� \ Z �`gfFDANIEL W. HAVNER
tx� ^rI moo`` F®�'•�r REGISTERED LAND SURVEYOR
S �' NO. 1542, ARKANSAS
-C� 2' / \ Scale 1 = 50 ft 9�6 ''
\ ,'& °: RKAN of
21 / \ v RANUNo ROAD go :,a ARKANSAS
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KANIS ROADI",�nL.�
AO''Soo, 23\ PEDEST/RIAN PATH, CART PATH AND RoAD/ CERTIFICATE
`RT��
IFI A OFENGINEERING ACCURACY
S,/1,, EMERGENCY Cds
�/ / Oa' \ \ I, TIMOTHY E. DATERS, HERESY CERTIFY
10�'47" ! /� / ® \ LEGAL DESCRIPTION
/ / R �p �\\ \ \\ / / 2 �} THAT THIS PLAT CORRECTLY REPRESENTS A
' c� 1< PLAN MADE BY ME, AND THAT THE
0 0� `\ \ \\ / TRACT K1, BLOCK 98, CHENAL VALLEY ADDITION TO THE CITY OF LITTLE ROCK, PULASKI ENGINEERING REQUIREMENTS OF THE Lpoj
SS0 2 / \\ \ / \ COUNTY, ARKANSAS, AND A PART OF THE SE1/4 OF SECTION 27, T-2-N, R-14-W, LITTLE ROCK SUBDIVISION RULES AND REGU
sue. C4I L O / \ \ \ ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: HAVE BEEN COMPLIED WITH.
1 h \ \ / \ BEGINNING AT THE SOUTHWEST CORNER OF TRACT A, BLOCK 101, CHENAL VALLEY ADDITION TO
THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, SAID POINT LYING ON THE NORTHERLY
S o / l \ \\ \ RIGHT OF WAY LINE OF CHENAL VALLY DRIVE; THENCE ALONG SAID NORTHERLY RIGHT OF WAY
G \ \ / \ LINE THE FOLLOWING COURSES: (1) N87'53'18"W, 74.37 FEET; (2) ALONG THE ARC OF A
)` c°0i._ 5A9 9 0 � / 1 2 / \\ \\ 245.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF DATE OF EXE UT ON TIMOTHY E. DATERS
04 \ �� 49i 0i" 11,043 SF SSo / \\ N82'13'55"W, 48.29 FEET; (3) N76'34'33"W, 314.39 FEET; (4) ALONG THE ARC OF A 305.00 $ate REGISTERED PROFESSIONAL
19" �S h s� O� 0' / \ \\ 24 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N84'22'41"W,lBT� r;Yg� ENGINEER N0. 5033, ARKANSAS
\ \ \ 82.81 FEET TO THE SOUTHEAST CORNER OF TRACT BR, BLOCK 98, CHENAL VALLEY ADDITION
\ 17,317 SF ryry A41\xf�
�s ��. 2s'\ \ o / j\\ \ \ TO THE CITY OF LITTLE ROCK; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE
\ (� \ NO2'10'49"W, ALONG THE EASTERLY LINE OF SAID TRACT BR, A DISTANCE OF 73.02 FEET TO
9 O / 3 / \\ \ \\ THE SOUTHEAST CORNER OF LOT 35, BLOCK 98, CHENAL VALLEY ADDITION; THENCE ` lrErma
11,050 SF \ N34'28'52"W, ALONG THE EASTERLY LINE OF SAID LOT 35, A DISTANCE OF 256.26 FEET TO F
SS \ Ws.a.;�P%L CERTIFICATE OF RECORDING
o�® \?� 900'0" s• 00, / \\ \ \\ THE SOUTHEAST CORNER OF LOT 34, BLOCK 98, CHENAL VALLEY ADDITION; THENCEaT��
vs \ S O 110,
A• \ B'a p / \ \ , N46'05'33"W, ALONG THE EASTERLY LINE OF SAID LOT 34, A DISTANCE OF 189.90 FEET TO
0'0. cS� S G� p• % \\ - THE EASTERNMOST CORNER OF LOT 33, BLOCK 98, CHENAL VALLEY ADDITION; THENCE g 2017/74750 nun„
/ 0 ,a \� p\ ° O ® / \, N50'35'25"W, ALONG THE NORTHEASTERLY LINES OF LOTS 33 AND 32, BLOCK 98, CHENAL" °4i II�I�I�I�IIIII�IIIIIII�IIIIII�IIIIIII
15 Fs� \ s"F O• q / q\\ VALLEY ADDITION, A DISTANCE OF 307.19 FEET TO THE SOUTHEASTERLY CORNER OF TRACT CR, +®f���� PRESENTED'1L22-2017t2n3:4fiPM - RECORDED:ii-222m772:0820PM
6 / 11,112 SF f S fir. \�� ry \ `' o / 1 4 / \ \ BLOCK 98, CHENAL VALLEY ADDITION; THENCE N38'14'43'W, ALONG THE NORTHEASTERLY LINE '�� �d In Official Records of Larry Crane CircuitlCounty Cleric
r' \ Q0 op'o• \X�` Sp \ \ 11,050 SF ® \ OF SAID TRACT CR, A DISTANCE OF 46.40 FEET TO THE SOUTHEASTERLY CORNER OF LOT 31,
SO'0'0` PULASKI CO, AR FEE $15.00 + -
OO .00, \ BLOCK 98, CHENAL VALLEY ADDITION; THENCE N33'00'23"W, ALONG THE EASTERLY LINE OF SAID ,Ieeean.,y„ � a®>
10 \ ®3 100 \\ 00" �rL \ 00 / \\ \ LOT 31, A DISTANCE OF 159.62 FEET TO THE SOUTHEASTERLY CORNER OF LOT 30, BLOCK 98, ""°°,t� ��1��•
\ 00, § SS\ �O' / \ CHENAL VALLEY ADDITION; THENCE N51'51'29"W, ALONG THE EASTERLY LINE OF SAID LOT 30, A ,.....,,
o \ Q �? �fi 1
/ 0• \ \ DISTANCE OF 89.30 FEET TO THE EASTERLY LINE OF LOT 29, BLOCK 98, CHENAL VALLEYPhi" ���
\ 4 \ \ 7 /\\ \ \ ADDITION; THENCE ALONG THE EASTERLY AND SOUTHERLY UNE OF LOTS 29, 28, 27, 26 AND ^t '" 9 = ,� 1; • S`
" / 11,050 SF ` \ o \ \ ' ti ?WHIT;--
N = ((yy,, 'r., .�zi4r
N 36'14 43 W \ \ SS 11,050 SF o / 15 / \ \ 25, BLOCK 98, CHENAL VALLEY ADDITION, THE FOLLOWING COURSES: (1) N42'11'42"E, A = tK &ASSOCIA FS, T p = GENERAL NOTES: L/ 'ti T ..: h ° `"'
3 46.40' / 0 90 o'a" \o \, „ a Lu ° e \
\ 0" 90'00 `% / \ \ DISTANCE OF 87.10 FEET; (2) N45'10'33"E, A DISTANCE OF 57.46 FEET: (3) N54'2S'25"E, A U = ING. a
00' j / \ \ DISTANCE OF 121.90 FEET; (4) N6T10'21"E, A DISTANCE OF 127.38 FEET; (5) N71'23'21"E, A Y3 R_;n " 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
8 O \ s S o A \\ f. \\ DISTANCE OF 155.00 FEET; (6) S75'21'35"E, A DISTANCE OF 127.67 FEET; 7 N71'23'21"E, A '° �..^"` ___
O feo3i_•,. �✓ 2. ALL EASEMENTS SHOWN ---- ARE TO BE USED
t) \ \ ly\� Soo \ \ 6 - S2S�/ / \ \ �i�Z94S - ��t�\�° FOR DRAINAGE AND/OR UTILITIES, UNLESS LABELED OTHERW SE.
J \ \ DISTANCE OF 108.24 FEET; THENCE LEAVING SAID EASTERLY AND SOUTHERLY LINE S42'28'39"E, s,
4 2 S Q� / \ l \ A DISTANCE OF 82.29 FEET TO THE NORTHERNMOST CORNER OF LOT 21, BLOCK 101, CHENAL +`° 3. LOTS WITH ROUNDED CORNERS ARE
/ \ Q 11,050 SF S \ \ 11,050 SF o x2, /F / > \ \ VALLEY ADDITION; THENCE S44'OSb9 W, ALONG THE WESTERLY LINE OF SAID LOT 21, A MEASURED TO A POINT OF INTERSECTION
90'0'o" t� \\ S o S / \ l \\ DISTANCE OF 131.83 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF ENSBURY OF LOT LINES AND NOT POINTS ON A
41 \O soo'\ S.0 / \\ \ DRIVE; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ENSBURY DRIVE FOLLOWING CURVE.
SO• \ O� \` \ O 0 \2 \THE ARC OF A 100.00 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND
\20'o'o" S \ \ p• �' 4. DISTANCES SHOWN ALONG CURVES ARE
S .�,5 O s' So-o' S / 9 \\ � alp DISTANCE OF N82'43`31 "W, 87.31 FEET; THENCE S18'36'39"E, A DISTANCE OF 50.00 FEET TO A CHORD DISTANCES.
1 2 00,\ Fr OT, / / 6 / \ POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF ENSBURY DRIVE; THENCE ALONG SAID
\ \ 5 0� / / \\ \SOUTHERLY RIGHT OF WAY LINE FOLLOWING THE ARC OF A 50.00 FOOT RADIUS CURVE TO THE 5. ERROR OF CLOSURE: EXCEEDS 1:20,000
11,050 SF 1 7 \ RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N86'40'00"E, 26.35 FEET TO A POINT ON
\ so0o" , \SSo 11,050 SF u? - / \ THE WESTERLY LINE OF LOT 11, BLOCK 102, CHENAL VALLEY ADDITION; THENCE S44'O8'09"W, 5. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS
¢ / /9' `%' O• \ 900' " / o \ ARE 25.0', UNLESS NOTED OTHERWISE.
pp \ s, \ �p ALONG SAID WESTERLY LINE OF LOT 11, A DISTANCE OF 122.31 FEET TO A POINT ON THE
/ S3 0 oy > \ \50 yy / /\,SOUTHWESTERLY LINE OF SAID BLOCK 102, CHENAL VALLEY ADDITION; THENCE ALONG SAID 7. ALL LOTS HAVE AT LEAST A 15 FT. WIDE UTILITY EASEMENT ACROSS
32 / \ o �m�oo'o'r. ass, \cgs^ i� ) SOUTHWESTERLY LINE OF BLOCK 102 THE FOLLOWING COURSES: (1) S45'S1'51"E, A DISTANCE THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY.
\ O �\ b d \ 'ryy/ 9 7 / OF 822.42 FEET; (2) S43'39'43"E, A DISTANCE OF 81.20 FEET; (3) S28'51'43"E, A DISTANCE
\ d�°��i 8. ALL FRONT BUILDING SET -BACK LINES ARE 25.00 FT. (25' F,B.L.)
/ \ 11,050 SF \ \ JO�gY / rod �. / OF 77.80 FEET; (4) S59'16'S8"E, A DISTANCE OF 22.38 FEET TO A POINT ON THE NORTH
S ,r , o RIGHT OF WAY LINE OF ENSBURY DRIVE; THENCE SOT06'42"W, A DISTANCE OF 215.00 FEET TO 9. TRACT H, BLOCK 101 AND TRACT I, BLOCK 102 MAY BE USED AS UTILITY, DRAINAGE
/ / \ 9o'o'o" \ Soo, �' \ / F so•0•o. I / THE POINT OF BEGINNING. CONTAINING 13.7824 ACRES, MORE OR LESS. AND DRAINAGE OVERFLOW EASEMENTS.
> \ j y 12,023 SF 0f /
® S p0 / s� \\ 10 Spy STOW20" rn 10. ALL TRACTS MAY 8E USED FOR LANDSCAPING WITH APPROVAL OF DEVELOPER. REFER TO SILL
33 / / �, \ S00 ! ® o11�.� 90 0" OO, \ \ N / r 8 / \\ \\ OF ASSURANCE FOR RESTRICTIONS ON USE. LANDSCAPING IN TRACTS H AND I SHALL NOT
\ S / \ INTERFER WITH STORM DRAINAGE OVERFLOW.
0f + p0 S� / \\\ \\ \\ 11. TRACT H, MAY BE USED FOR A CART PATH AND EMERGENCY ACCESS.
/ /�n X6 \ 11,050 SF \ sS- \ y0• \
/ cy OS, \ 90'010" 12. WITHIN TRACT H, TRACT I AND EASMENTS, THE CITY OF LITTLE ROCK
S7'o0'30" / \ �\ WILL MAINTAIN ONLY UNDERGROUND STORM DRAINAGE PIPE AND INLETS THAT
'33 5" 3 w / , \ \ HAVE BEEN INSTALLED AS PART OF THE APPROVED PLANS. SWALES AND DITCHES USED FOR
--_-L__ / 1 •00, / /g'� Sp �\ `\ ��\ ti 11,818 SF w �p n \\ \ \\ DRAINAGE AND STORM DRAINAGE OVERFLOW SHALL BE MAINTAINED BY THE ENSBURY PLACE PDA.
Bs \ o / /��0 TSB 5'0T37" 9��N1 >S / 1 J / \ \ 13. TRACT K1 IS INCLUDED IN, AND WITH THIS PLAT SHALL BECOME PART OF TRACT H.
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.
DATE OF EXECUTION DELTIC TIMBER ORPORATION
# 7 Chenal Club Blvd.
Little Rock, Arkansas
D.R. PAGE
INSTRUMENT NO. 88-61004
34 \ / 12,052 SF �sr a'\ e 'L`L ryh �0 \ ,`1§1
- _ \ 101'42'19" \ �"S5 ` S� \ry 2 o`
ARKANSAS STATE PLANE \���\ O �0 OCry�\ s,\ 12,805 SF w
C❑❑RDINATES (NORTH ZONE) \ / S��. \ Q\1'��- 8,•47• ,�5g` 25 20 \ \\ \ \\
1 cS
N 151745.39 E 1166855.07 \\ / n CSJ/\< �s• �7 \ ' 4�0 ^o
8.— N iS1748.13 --- E 1155790.75 93'5'51` 11,782 SF o ®S0 sf \ �09,\ 12,702 SF
3 N 161754.65 E 1165742.90
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.
// L 2 OAA,�
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
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,
N 161827.64 E 1166437.09\� 2 % \ \ \
LOTS 2-20sr Tao"
N ,
161835.76 E 1166354.68 \\ \� / sc' 7 0 C2 `\ `^0 P \ \\ /�7' /�
N 161908.72 E 1166351.90 �\ 11,04t SF N\ >� \ 9,q4 \ '�� �\ \ \ \ L01 1 — 1 ll
\ \ r'S so'o'o' ��7' 5.60' _ ' s� 5522.38' r
_
N 162119.95 E 1155205.83 rr cP Q �]'
N 162251.65 E 1156070.02 \\ 35 2S SS 50°� �i0�0" \ 1 -- _ 28 TRACT A \ \ \ TRACT 11
\ \ \
N 152445.58 E 1155832.57 \ 00" �\ 8025, N=3q,33° 29 TRACT
j T
N 152483.12 E 1165803.95 \ 6 \ 3 T674 w"_ to -__------ \ 11 TRACT C ` 1 1 bAli T 1
@ld �. 9
27
Ci
Tz 98
VL
* n1�155'
lAJ�3+�V+
fly p0
SOoo.
0,1 �0 19
11,050 SF
90.010. 8 $.
14,433 SF
>/
14,689 SF
150.00'
16
25
S 7S'21'33» e
1 p7 67'
0
165 p0 g
s0'0o.
Vol
20
w 11,050 SF
PLAT OF
BLOCK 101
BLOCK 102
BLOCK 101
BLOCK 102
\ p^ 12,560 SF 9 <ye 5ti 5 w T98'—
N 152515.98 E 1155717.00 1 9y0 0 /°'fs a q4.8 5--------.__- 1
— ---- ------ 1 S "ry o S. �f �. �� 0',o Esmt. 30.05' � ---i
N 162672.13 E 1165645.75 1 \ S?, Vo o Fsnt ���'� � � 31.94'lb
v —
1 ^5 w1 5 �� 65'------_ 1 1--T-
N 162736.65 E 1165705.27 I O 5 10 es A 50. s, 52.46` p i `
N 162777.17 E 1165746.02 I \ 04, 12,144 SF o fsmt N 3 900 ° - - \ I
N 152847.97 E 1165845.25 I 1- _ _ _ _ = $'
HENAL VALLEY
N 162897.39 E 1155962.56 I \ N `• 9��? 4 0 14- . �� I I I
_ I 1 02'10'49 W S>, � 11,531 SF o � o
1 N 162946.86 E 1166109.55 I \ 73.02` ' b h^� o 0 0
\ TRACT BR O rill S2.>1ib p 11,576 SF n 2 0 0 �,
1 N 152914.59 E 1155233.07 i \ - S 4 1 248 n 11,597 SF
N 152949.14 E 1155335.55 I t _ _ - O Ch S'^-
- 69.55' o°� N
N 162888.44 E 1166391.22 l ` - - - _ - - - R305.00'
N 162793.83 E 1166299.42 / \\ - CDN 84'22'41 ° W 63 61o.
�� LC82.81' N 7634,33 31.67' 32.8o'� 62.85' °o.
N 162804.89 E 1156212.81 _ _ _ _ _ - 31 W _ _ _ _ J I
— -- -- --
N 162757 50 E 1166228.76 4 3g i TRACT B
CENTERLINE CURVE DATA o
N 162759 04 E 1166255 07 O TRACT A I
- — - - — CURVE LENGTH DELTA TANGENT RADIUS a
N 152571 25 E 1155169 89 .___-_�_ __.. — _ — - _- _- _ __-. -_--
N 87'53'18" W ------
- _ C1 I
--N 162098 55 E 1165760 14 98.72' i i'18'44° 49.52' S00A0' R245.00' O 74.37 FT
----- -
_ _ . _ _ ._
C2 31578 __ __ 45'13'54"._____ 166.63'_ 400,00' CDN 82'13'55" W O N87°53'18"W 322.48'
N 16203980 E 1165815.20 �3 12571 _j431'11" 63.70' 500.00 LC48.29 Fr _ _ CHENAL VALLEY DRIVE
_
N 161971.67 E 1166853.75 I 4_ 153.48�- 11T15'12" 123.00' 75,00'
------------ - - -- ;-- — 3. P❑INT OF BEGINNING (60' R/) —
N 161960.24 E 1166872.99 i C5 T` 82,14 62'44'46" 45.73' _ 75.00' I PLAT BK. G, PG. 810
0
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
To be known as "ENSBURY PLACE"
BEING PART OF THE SE 1 /4 OF SECTIONS 27,
T-2—N, R-14—W �-
PULASKI COUNTY, ARKANSAS L PLAT
NOVEMBER, 2017 ned
BY:
DATE: aq
WHITE-DATERS & ASSOCIATES, INC.
ni CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
024 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223