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I, TIMOTHY E. DATERS, HEREBY CERTIFY
AR A A SN THAT THIS PLAT CORRECTLY REPRESENTS A
a o a PLAN MADE BY ME, AND THAT THE
ReclsrEREe ENGINEERING REQUIREMENTS OF THE LITTLE
PROFESSIONAL ROCK SUBDIVISION RULES AND REGULATIONS
ENGINEER HAVE BEEN COMPLIEDI )
WITH.
NZ® No.5033P� a'- I/-��
' E.®,
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER N0. 5033. ARKANSAS
Cj�$TERn 1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
//' `� '•� PLAT CORRECTLY REPRESENTS A BOUNDARY
ST OF SURVEY MADE OR VERIFIED BY ME, ALL
So MONUMENTS REQUIRED ACTUALLY EXIST AND
.123
ARE CORRECTLY SHOWN HEREON AND THAT ALL
Q SURVEYING REQUIREMENTS OF THE LITTLE
r q� ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
�gl. LAB
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281. ARKANSAS
DISTp
jicT
SCHCCL
SPECIAL
KI coUN�Y
PULAs I
VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID
CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF NORTHFIELD DRIVE;
THENCE N664YOTIN, 509.53 FT.; THENCE SOUTHWESTERLY ALONG THE
ARC OF A 447.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF S7635'47"W, 509.27 FT.; THENCE S41'54'43"W, 293.39
FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S76'01'30"W, '
569.21 FT.; THENCE N6T51'42"W, 237.35 FT.; THENCE NORTHWESTERLY
ALONG THE ARC OF A 924.93 FT. RADIUS CURVE TO THE LEFT, A C! IORD
BEARING AND DISTANCE OF N7T30'43"W, 117.77 FT.; THENCE
N7709'44"W, 742.17 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A
185.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S85 43'25"W, 109.18 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF
A 18.75 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S56'08'01"W, 8.10 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF
A 188.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S29'01'21"W, 95.00 FT.; THENCE N79'08'48"'N, 0.20 FT.;
THENCE NORTHWESTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF NO rO3'57`W, 96.80 FT.;
THENCE NORTHWESTERLY ALONG THE ARC OF A 18.75 FT. RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF N30'46'OTW, 7.69 FT.;
THENCE NORTHWESTERLY ALONG THE ARC OF A 185.50 FT. RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF N59'511TW, 110.37
FT.; THENCE N7709'447W, 318.51 FT.; THENCE NORTHWESTERLY ALONG
THE ARC OF A 507.47 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING
AND DISTANCE OF N68'03'4TW, 160.52 FT.; THENCE N-W57'43"W,
210.73 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 41111 FT.
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
N7T22'06"W, 222.66 FT.; THENCE N87*46'287W, 182..40 FT.; THENCE
NORTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF N6(738'32"W, 462.86 FT.;
THENCE N33'30'3rW, 93.87 FT.; THENCE NORTHWESTERLY ALONG TIE ARC
OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AN)
DISTANCE OF N75'00'21"W, 33.13 FT.; THENCE S63 29'55"W, 25.33
FT.; THENCE N26'30'05"W, 100.00 FT.; THENCE N6Y2TWE, 25.17
FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE
TO THE LEFT, A CHORD BEARING AND DISTANCE OF N2729'34"E, 32.81
FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS
CERTIFICATE OF RECORDING CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N0932'13"W,
158.35 FT.; THENCE NOO'33'3TW, 371.71 FT.; THENCE NORTHWESTERLY
ALONG THE ARC OF A 185.50 FT. RADIUS CURVE TO THE LEFT, A CHORD
THIS DOCUMENT, NUMBER ZOU`l-) � 2 21 FILED FOR BEARING AND DISTANCE OF N19'02'04"W, 117.56 FT.; THENCE
RECORD,. 12 , ap®% IN PLAT BOOK. NORTHWESTERLY ALONG THE ARC OF A 18.75 FT. RADIUS CURVE TO THE
PAGE LEFT, A CHORD NBERINGORTHWESTERLY
AND DISTANCE OF N45'38'45'W, 5.31 RADIUS
1 THENCE NORTHWESTERLY ALONG THE ARC OF A 188.00 Fi. RADIUS CURVE TO
C1erµ'. Q +o ••. THE LEFT, A CHORD BEARING AND DISTANCE OF N69'42'53"W, 103.20
r"` a( I3lr�n,'•. FT.; THENCE N04'21'16"E, 0.00 FT.; THENCE NORTHEASTERLY ALONG
u CCCTd2f .•��� * ti ; THE ARC OF A 188.00 FT. RADIUS CURVE TO 74E LEFT, A CHORD BEARING
CAROLYN STALd; Cl
GENERAL NOTES G` y `, AND DISTANCE OF N7935'44'E, 95.79 FT.; THENCE NORTHEASTERLY
ALONG THE ARC OF A 18 75 FT RADIUS CURVE TO THE LEFT A CHORD
1. 1/Y IRON PINS WERE SET AT ALL CORNERS
2. ERROR OF CLOSURE: EXCEEDS 1:50,000
3. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS.
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DEDICA TI0APA T
CHI . LAMONT DRIVE, CHAMB ORD PLACE, CHALAMONT PLACE,
EPERNA Y PLACE, CLARE PLACE, CLER VAL PLACE
AND ARKANSAS STATE HWY, # 10
BEING PART OF SECTIONS 15 AND 16, T-2—N, R-14—W,
PULASKI COUNTY, ARKANSAS
FEBRUARY, 2002
R I aa.00'
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WE, THE UNDERSIGNED, OWNERS OF THE REAL LEGAL DESCRIPTION
ESTATE, SHOWN AND DESCRIBED HEREIN, DO
HEREBY CERTIFY THAT WE HAVE LAID OFF, PART OF THE NW1/4 SW1/4 OF SECTION 15, T-2-N, R-14-W, CONTAINING
PLATTED, AND SUBDIVIDED, AND DO HEREBY PART OF TRACTS 55, 56, 57 AND 58 MAUMELLE ORCHARDS ADDITION AND
LAY OFF, PLAT, AND SUBDIVIDE SAID REAL PART OF SECTION 16, T-2-N, R-14-W, ALL IN LITTLE ROCK, PULASKI
ESTATE IN ACCORDANCE WITH THIS PLAT. COUNTY, ARKANSAS; MORE PARTICULARLY DESCRIBED AS FOLLOWS:
DELTIC TIMBER CORPORATION BEGINNING AT THE NORTHWEST CORNER OF TRACT M, BLOCK 48, CI IENAL
2- Pf -ov
DATE OF EXECUTION
D.R. 621 PAGE
INSTRUMENT NO.
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.
i G O DL
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
a'r -
BEARING AND DISTANCE OF N4617'147E, 11.93 FT.; THENCE
LLI :
NORTHEASTERLY ALONG THE ARC OF A 185.0 FT. RADIUS CURVE TO THE
u'1
LEFT, A CHORD BEARING AND DISTANCE OF N1708'40"E, 99.73 FT ;
" Y ^
L.'
THENCE NOT26'564W, 129.15 FT.; THENCE NORTHERLY ALONG THE ARC OF
A 1462.40 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND
'' '•
";' �"
DISTANCE OF N00'37'10"E, 207.51 FT.; THENCE NORTHWESTERLY ALONG
. ,' 1 ' ' ,.•
THE ARC OF A 25.00 FT. RADIUS CURVE TO TY-' LEFT, A CHORD BEARING
AND DISTANCE OF N3T26'25"W, 34.81 FT.; THE CE N8334'07'W,
45.14 FT.; THENCE N0625'530E, 120.00 FT.; T -NCE S8T34'07'E.
49.69 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS
CURVE TO THE LEFT, A CHORD BEARING AND CISTANCE OF N5T50'13"E,
33.84 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 1462.40 FT.
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N21'18.51"E, 511.49 FT.; THENCE N31'23'09'E, 78.59 FT.; THENCE
NORTHWESTERLY ALONG THE ARC OF A 50.00 F. RADIUS CURVE TO THE
LEFT, A CHORD BEARING AND DISTANCE OF N1� 30'3TW, 71.81 FT.;
THENCE N60'24'270W ALONG A LINE 55.00 FT. SOUTH OF AND PARALLEL
WITH THE CENTERLINE OF ARKANSAS STATE HWY #10, 552.93 FT.; THENCE
I
N29 35 33E, 15.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE .
— — — — — — — _
1 T —
OF SAID ARKANSAS STATE HWY #10; THENCE S6024'27E ALONG SAID
SOUTH RIGHT-OF-WAY LINE, 718.75 FT.; THENCE S29'42'22"W AND
CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE 15.00 FT.; THENCE
Q
N6924'27"W ALONG A LINE 55.00 FT. SOUTH OF AND PARALLEL WITH
I' 45 I S
SAID CENTERLINE OF ARKANSAS STATE HWY #10. 5.71 FT.; THENCE -
I R
SOUTHWESTERLY ALONG THE ARC OF A 50.00 F. RADIUS CURVE 10 THE
I A
LEFT, A CHORD BEARING AND DISTANCE OF S75'29'21"W, 69.60 FT.;
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THENCE S31'23'09"W, 83.60 FT.; THENCE SOUTI-WESTERLY ALONG TIIE ARC
R
OF A 1402.40 FT. RADIUS CURVE TO THE LEFT. A CHORD BEARING AND
0 I
DISTANCE OF S1S58'06'W, 839.56 FT.; THENCE SOT26'56'E, 129.15
E
FT.; THENCE SOUTHEASTERLY ALONG THE ARC !`- A 185.0 FT. RADIUS
f- — — — — — — — — — — 4 — — —
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S21'21'14"E,
— — — — — _
E L
114.06 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 18.75 FT.
I bi I
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
R50747'
S49'02'25"E, 6.37 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A
CON7�� jd I
188.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S74'04'07'E, 98.88 FT.; THENCE SO4'00'0"E, 50.14 FT.;
1 I iilu"'Iui I 55
THENCE SOUTHWESTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO
_ _
THE LEFT, A CHORD BEARING AND DISTANCE OF S73'36'55"W, 100.47
FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 18.75 FT. RADIUS CURVE
&�
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TO THE LEFT, A CHORD BEARING AND DISTANCE OF S45'59'DTW, 7.88
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FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 185.50 FT. RADIUS
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S16'38ATW,
1 iu 1■ 109.76 FT.; THENCE SOU33'39"E, 371.71 FT.; THENCE SOUTHEASTERLY
ALONG THE ARC OF A 447.47 FT. RADIUS CURVE TO THE LEFT, A CHORD
BEARING AND DISTANCE OF S17*02'OTE, 253.80 FT.; THENCE
S3T3O'37"E, 104.98 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A
4 N�RTfrFf4, 447.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
THENCE SOUTHEASTERLYALONG THEEARCT46OF A8' 07.472 FT. RADIUS CURVE TO
THE RIGHT, A CHORD BEARING AND DISTANCE OF S7T22'O6"E, 252.51
FT.; THENCE S58'57'43"E, 210.73 FT.; THENCE SOUTHEASTERLY ALONG
O6 THE ARC OF A 447.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING
167 C AND DISTANCE OF S6S03'43"E. 141.54 FT.; THENCE S7709'44"E,
318.51 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 185.Fr' FT.
yew RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
Jw N84'18'57'E, 117.85 FT.; THENCE SOUTHEASTEF'_Y ALONG THE ARC OF A
0 84.0 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DI STANCE
0 OF S7T09'44'E, 101.81 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF
A 185.0 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S58'38'25"E, 117.85 FT.; THENCE S77*09'44"E, 742.17 FT.;
THENCE SOUTHEASTERLY ALONG THE ARC OF A 984.93 FT. RADIUS CURVE TO
THE RIGHT, A CHORD BEARING AND DISTANCE OF S7T3O'43"E, 125.41
FT.; THENCE S6751'42"E, 237.35 FT.; THENCE NORTHEASTERLY ALONG
THE ARC OF A 447.47 FT, RADIUS CURVE TO THE LEFT, A CHORD BEARING
AND DISTANCE OF N76'01'30"E, 01.91 FT.; THENCE N41'54'43'E,
293.39 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 07.47 FT.
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N76'35'47"E, 577.56 FT.; THENCE S6T43'O8"E, 509.53 FT. TO A
POINT ON THE NORTH RIGHT-OF-WAY LINE OF SAID NORTHFIELD DRIVE;
THENCE S21'16'52"W, 60.00 FT. TO THE POINT OF BEGINNING,
CONTAINING 11.4892 ACRES MORE OR LESS.
As;�ign�d �o��DAMMW AMOCU �MVC
CM ENGINEERING, LAND ELM IG t DE'IELOPMENf. SURW IC
BY: < 24 K441 NG CIRCLE LITRE ROCK, ARWWSAS 72223 I DATE: YI1 Yoe JOPJ N en. 00e-3
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