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LOT 1. TRACT 5
A TRACT OF LAND IN SECTION 36, T-2-N, R-14-W, PULASKI COUNTY,
ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS:
STARTING AT THE CENTER OF SAID SECTION 36; THENCE S01'02'12"W
ALONG THE EASTERLY LINE OF THE NE 1/4 SW 1/4, SAID SECTION 36,
1021.60 FT. TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE
SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FT.
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
S12'01'1-/'E, 208.28 FT.; THENCE S80'03'43"W, 80.00 FT. TO A
POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; THENCE
NORTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF
A 2784.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF N11'54'08"W, 190.89 FT.; THENCE S7608'01"W AND
CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE
NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE,
BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD
BEARING AND DISTANCE OF N1721'59"W, 338.81 FT. TO A POINT ON THE
G� NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE AND THE POINT OF
BEGINNING; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST
RIGHT-OF-WAY LINE OF CHENAL PARKWAY, BEING THE ARC OF A 2774.80 FT.
v / / R1377.39' oAe \ \ P� RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
/ CDS42'47'18"W O<o� \ N22'21'10"W, 144.68 FT.; THENCE N66'09'11"E AND CONTINUING
LC723.61' Jt�bl \ \ 6 5 \ ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY
AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF
% / `� " 1� A 2784 79 FT RADIUS CURVE TO THE LEFT A CHORD BEARING AND
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ARKANSAS STATE PANE COORDINATE
NORTH ZONE r"
N 157355.94 E 1175545.07
N 157489.75 E 1175490.05 50,
N 157493.80 E 1175499.19
N 157828.47 E 1175323.18 ` ^ 1✓
N 158688.89 E 1174792.94
N 158678.39 E 1174775.91 '\
N 159075.11 E 1174531.43
N 158982.69 E 1174315.73 r `-
N 158451.66 E 1173824.19 1/2" IRON PIN W/ CAP W�D
N 157261.92 E 7774572.75 SET AT ALL CORNERS. 1281 `•L''�
N 157262.87 E 1174575.75
I3 N
157326.88
E
1174775.07
14 N
157339.18
E
1174813.36
15 N
157344.92
E
1175104.57
I6 N
157291.82
E
1175295.39
17 N
157278.46
E
1175467.23
8 N
157296.09
E
1175511.23
\<y� _'\ \
3
DISTANCE OF N2744'23"W, 378.14 FT.; THENCE N31'38'39"W AND CONTINUING
C� \ \
ALONG SAID WEST RIGHT-OF-WAY LINE, 1010.69 FT.; THENCE S58721'21"W AND
\
CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 FT. THENCE N31-38'39"W
\ \
AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 466.00 FT.;
S6648'24' W, 234.66 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A
\THENCE
\ \
1377.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
S42'47'18' W, 723.61 FT.; THENCE S3710'39"E, 1405.64 FT.; THENCE NORTHEASTERLY
ALONG THE ARC OF A 370.00 FT_ RADIUS CURVE
\
TO THE LEFT, A CHORD BEARING AND
\
DISTANCE OF N7226'16"E, 3.15 FT.; THENCE N72'11'39"E, 209.34 FT. TO A POINT
\ \
ON THE SAID NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE;
\ \ \
THENCE N72'11'39"E ALONG SAID NORTH RIGHT-OF-WAY LINE,
\ \
40.22 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID NORTH RIGHT-
\
OF-WAY LINE, BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF N88'52'18"E, 291.26 FT.;
\
THENCE S74'27'04"E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY
\
\
LINE, 198.07 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID NORTH
\
RIGHT-OF-WAY LINE BEING TFIE ARC OF A 447.46 FT. RADIUS CURVE TO THE
\
LEFT, A CHORD BEARING AND DISTANCE OF SE;F33119"E, 172.35 FT.;
\ \
\
THENCE N68'10'36"E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY
\
LINE, 47.40 FT.; THENCE N29'29.01"E AND CONTINUING ALONG SAID
,o
\ \ 61 \.
NORTH RIGHT-OF-WAY LINE, 68.76 FT. TO THE POINT OF BEGINNING,
\
CONTAINING 1,646,966 SQ. FT. OR 37.8091 ACRES MORE OR LESS.
\0�\
LOT i,
37.8091
TRA CT 5
ACRES
R507.46'
c
CDN88'52'18' E
LC2911.26'
4
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V
R370.00'
CDN7Z26'1 fi E
LC3 15'S N� 14 - -
13
END STREET
& R/W DEDICATION
CERTIFICATE OF SURVEYING ACCURACY
a2-DC1'(D r✓, 9 q-2 o�
CERTIFICATE OF OWNER
I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYINC REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
20 D
DATE 0F,.,EXE'CW;WQN PAUL M. WHITE
r •.• 4�ry;ST$j�� •. REGISTERED LAND SURVEYOR
S rA2Y Or •.- NO. 1281, ARKANSAS
CERTIFICATE OF ENGINFERIbIG ACCURACY
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATI S
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
3p3s1 z. Ea ENGINEER NO. 5033, ARKANSAS
6 e R rr A
REG➢STMET
O '
J'tS)q5.
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 CORPORATION
# 7 Chenal Club Blvd.
Little Rock, Arkansas
D.R. 621 PAGE 233
INSTRUMENT NO.
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.
� OOiO
DATE OF EXECUTION LITTLE ROCK PLA Nt (;
COMMISSION
zip K_
\\ \ \ CERTIFICATE OF RECORDING ''fy
\ \\ p \ THIS DOCUMENT, NUMBER)Uy r7 D ,FILED FOR
RECORD 20 ti(0 IN PLAT BOOK 1-4
PAGE
lyd
G N RAL NOTES:
\ \ \ 1. 1/)" IRON PINS WERE SET AT ALL LOT CORNERS
50 ,
2. ALL EASEMENTS SHOWN -_---= ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
\ \ \ 3. LOTS WITH ROUNDED CORNERS ARE
\ \\ \ \ MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
d� CURVE.
\ 4 CHORD DISTANCES. S SHOWN ALONG CURVES ARE
O goo
� \ \ 5. ERROR OF CLOSURE: EXCEEDS1:50,000
6. 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 LITTLE ROCK, ARKANSAS.
\\ \R2784.79' \ (FIRM Community Panel # 050181 0039 F, dated Oct, 19, 2001)
CDN27'44'23" W i
\ \ LC378.14' /
Lsp
,/ - _ .�:- ��.�•�� � PLAT OF
,50 \ /
LOT I, TRACT 5
O O \ \
\ R2774.80'
\ CDN22'21110'W
LC 144.68' \ CUP TA T
40' R447.46' KID Gas Esmt. \
e; Instr. III 89-23616
CDS85'33'19"E
1s S LC172.35'
4 27'04�
� 0G81�
SECTIONa- CEMER
OT-2-N,R 14-W
R2774.80"
GHA C CDN1 L 3138 8'1N'
6DW01 W 1 1 R2864.80:
sl 10.00' 1 L!' COS12'o1'1-rE
R2784.80' IA hLC208.28'
CDN11'54'0WW Li
LC790.89' �---`sWOS4Od
VALLEY
AN ADDITION TO THE CITY 0*3El PLAT
LITTLE ROCK, ARKANSAS Qigl�d
JE:
A TRACT OF LAND IN SECTION 36, BY:
T-2-N, R-14-W, DAT
PULASKI COUNTY, ARKANSAS H
MAY, 2006,2_�)6 L v r% j 0 -3
lt�
• CML ENGNEENMG, LAND PLANN•/G $ DEVELOPMENT, SURVEYING r
24 RAILING CMCLE LITTLE ROCK, ARKANSAS 72223
rob No. 06-403P.1