HomeMy WebLinkAboutS-1264 Map 3LEGAL DESCRIPTION
RIGHT OF WAY DEDICATION FOR PART OF RAHLING ROAD, CHENAL VALLEY
DRIVE, PEBBLE BEACH DRIVE AND CHAMPLIN DRIVE IN SECTIONS 30 AND
31, T-2-N, R-13-W AND IN SECTIONS 25 AND 26, T-2-N, R-14-W,
PULASKI COUNTY ARKANSAS MORE PARTICULARLY DESCRIBED AS:
STARTING AT THE SOUTHEAST CORNER OF FRACTIONAL NW1/4 NW1/4 SECTION 19,
T-2-N, R-13-W; THENCE N88'59'28"W ALONG THE SOUTH LINE THEREOF,
380.12 FT. TO THE POINT OF BEGINNING OF THE RIGHT OF WAY
DESCRIBED HEREIN; THENCE SOUTHERLY ALONG THE ARC OF A 773.51 FT.
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
S03'49'43"W, 588.52 FT.; THENCE S1931'51"E, 1387.79 FT.;
THENCE SOUTHEASTERLY ALONG THE ARC OF A 2909.79 FT. RADIUS CURVE
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S1612'57'E,
31.99 FT.; THENCE S22'31'02"E, 102.23 FT.; THENCE
S53'22'45"E, 74.22 FT.; THENCE N8759'53"E, 50.99 FT.; THENCE
N76'41'17'E, 76.83 FT. TO THE SOUTHWEST CORNER OF LOT 45,
CHENAL RIDGE ADDITION, LITTLE ROCK, ARKANSAS; THENCE
S12'37'59"E ALONG THE WEST RIGHT OF WAY LINE OF PEBBLE BEACH
DRIVE, 60.01 FT. TO THE SOUTH RIGHT OF WAY LINE THEREOF; THENCE
S76'41'17'1.V, 76.83 FT.; THENCE S65'22'41"W, 25.50 FT.; THENCE
S26'17'32"W, 95.23 FT.; THENCE S05'14'35"E, 101.45 FT.;
THENCE S0454'54"E, 152.63 FT.; THENCE SOUTHERLY ALONG THE ARC
OF A 2909.79 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND
DISTANCE OF SO4'13'57"E, 271.32 FT.; THENCE S01'33'37'E,
317.68 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 999.93 FT. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
S11'30'31"W, 452.21 FT.; THENCE S24'34'39"W, 1229.79 FT.;
THENCE SOUTHWESTERLY ALONG THE ARC OF A 999.93 FT. RADIUS CURVE
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S44'53'23"W,
694.22 FT.; THENCE S65712'07"W, 1470.44 FT.; THENCE
S5942'50" W, 52.47 FT.; THENCE SOUTHERLY ALONG THE ARC OF A
58.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
S15'33'00"W, 73.77 FT.; THENCE S24'10'23"E, 662.16 FT.; THENCE S6949'37"W,
90.00 FT.; THENCE N24'10'23"W, 659.88 FT.; THENCE NORTHWESTERLY ALONG THE
ARC OF A 58.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF N7912'32"W, 83.54 FT.; THENCE S65'12'07'W,
129.89 FT.; THENCE S70'41'08"W, 125.57 FT.; THENCE
S65'12'07'W, 530.09 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF
A 999.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND
DISTANCE OF S72'41'25"W, 260.64 FT.; THENCE S8910'44"W,
1019.48 FT.; THENCE S09'49'16"E, 20.00 FT.; THENCE
S80'10'44"W, 279.06 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF
A 889.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF S69'16'02"W, 336.91 FT.; THENCE S58'21'21"W,
23.67 FT.; THENCE S34'01'06"W, 47.80 FT. TO THE EAST RIGHT OF
WAY LINE OF CHENAL PARKWAY, THENCE N31'38'39"W ALONG SAID EAST -
RIGHT OF WAY LINE, 158.53 FT.; THENCE N74'22'05'E, 32.00 FT.;
THENCE N58'21'21"E, 36.47 FT.; THENCE NORTHEASTERLY ALONG THE
ARC OF A 1019.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING
AND DISTANCE OF N69416'02"E, 386.13 FT.; THENCE N8910'44"E,
279.06 FT.; THENCE S09'49'16"E, 20.00 FT.; THENCE
N8910'44"E, 1057.48 FT.; THENCE N63'41'O27E, 45.11 FT.;
THENCE NORTHERLY ALONG THE ARC OF A 58.00 FT. RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF N18'11'44"E, 82.72
FT.; THENCE N2717'34"W, 42.07 FT.; THENCE N21'47'33"W,
125.20 FT.; THENCE N2717'34W, 206.30 FT.; THENCE
NORTHWESTERLY ALONG THE ARC OF A 1175.92 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF N20'35'32"W, 274.46 FT.
TO THE SOUTHEAST CORNER OF TRACT 7A, CHENAL VALLEY ADDITION;
THENCE N74735'02"E ALONG THE SOUTH RIGHT OF WAY LINE OF CHENAL
VALLEY DRIVE, 60.03 FT. TO THE EAST RIGHT OF WAY LINE THEREOF;
THENCE SOUTHEASTERLY ALONG THE ARC OF A 1115.92 FT. RADIUS CURVE
TO THE LEFT, A CHORD BEARING AND DISTANCE OF S2933'00"E,
262.05 FT. THENCE S2717'34"E, 326.57 FT.; THENCE
S34'35'31" E, 73.06 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A
58.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S72'36'35"E, 71.45 FT.; THENCE N69'22'20E, 73.31 FT.;
THENCE N65'12'07"E, 51.22 FT.; THENCE N7934'49"E, 74.68 FT.;
THENCE N65'12'07"E, 2266.50 FT.; THENCE NORTHEASTERLY ALONG THE
ARC OF A 909.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF N44'53'23"E, 631.74 FT.; THENCE N2434'39"E,
1229.79 FT.; THENCE NORTHERLY ALONG THE ARC OF A 909.93 FT.
RADIUS CURVE TO THE LEFT A CHORD BEARING AND DISTANCE OF
N11'30'31"E, 411.51 FT.; THENCE N01'33'37"W, 317.68 FT.;
THENCE NORTHWESTERLY ALONG THE ARC OF A 2819.79 FT. RADIUS CURVE
TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1902'44"W,
832.16 FT.; THENCE N18'31'51"W, 1387.79 FT.; THENCE NORTHERLY
ALONG THE ARC OF A 863.51 FT. RADIUS CURVE TO THE RIGHT, A CHORD
BEARING AND DISTANCE OF NO2'26'25"E, 618.10 FT. TO A POINT ON
THE SOUTH LINE OF FRACTIONAL SW1/4 SW1/4, SECTION 19, T-2-N R-13-
W; THENCE S88'59'28"E, ALONG SAID SOUTH LINE, 98.33 FT. TO THE
POINT OF BEGINNING, CONTAINING 1,065,511 SQUARE FEET OR 24.4608
ACRES MORE OR LESS.
300 0 300
Scale 1" = 300 ft
N.T.S. /WWI
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TRACT 7A
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SOUTHEAST CORNER
FRACT. SW1/4 SWi/4
SECTION 19
T-2-N, R-13-W
R773.51'
CDS03'49' 43" W
LC588.52'
N 1E5255.W
E 11793D.90
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.
DELTIC TIMBER CORPORATION
7 NAL CLUB BLVD.
ITTLE ROCK, AR 72211
DATE OF EXECUTION •
D.R. 621 PAGE 233
N A[m
2 a gA �
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r INSTRUMENT NO.
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39
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o CERTIFICATE OF SURVEYING ACCURACY
41 v 4
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Z STE 1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
42
�GI RFd PLAT CORRECTLY REPRESENTS A BOUNDARY
S TATh OF SURVEY MADE OR VERIFIED BY ME, ALL
49 1t290979• MONUMENTS REQUIRED ACTUALLY EXIST AND
1n1s,2rorE ;. V 12 1 1 .12
N 9W 1e3.0 tC3tA9' � �+ '; ARE CORRECTLY SHOWN HEREON AND THAT ALL
E IIA7W
:.a, SURVEYING REQUIREMENTS OF THE LITTLE
3 GNA JItE
N ,63911.5, rrr31 E 4 RIVE q. V"2, '•. ,o i�� ROCK SUBDIVISION RULES AND REGULATIONS
E +17969E.33 ,o2.ii .,',rE EACH I) `JIj^'i:�;< M,,V1t'��,:, HAVE BEEN COMPLIED WITH.
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76' 1'tYW
7" DATE OF EXECUTION PAUL M. WHITE
R2819.79' ��ti'
CDNicr02'2 16'
REGISTERED LAND SURVEYOR
u,i E NO. 1281, ARKANSAS
1524Y
152A3•
CERTIFICATE OF ENGINEERING ACCURACY
C SO'11'5TE ��/�S1 A TETE �
LC27132 A �'� ice'„ �' I, TIMOTHY E. DATERS, HEREBY CERTIFY
E11 214E Est X45 O REGISTERED THAT THIS PLAT CORRECTLY REPRESENTS A
�� PLAN MADE BY ME, AND THAT THE
j
P Il A F E S S f 8 N A L \ ENGINEERING REQUIREMENTS OF THE LITTLE
= hricrNe�K
ROCK SUBDIVISION RULES AND REGULATIONS
(&
w m 50 N0.5033 �Pf:�` HAVE BEEN COMPLIED WIT
E 11%111717N.3 E 9Y.0Ty)' E p• ;. �'` Q
R909.93• DATE OF EXECUTION TIMOTHY E. DATERS
Lc4tt.st REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
R999.93'
CDS11.30.31•w
CON11'30'31•E
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1 W721.70
, 17W7.43
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GENERAL NOTES:
^^ 1. 1/2" IRON PINS WERE SET AT ALL CORNERS
2. ALL EASEMENTS SHOWN ARE TO BE USED
W A" FOR DRAINAGE AND/OR UTILITIES.
x� 3. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
4. ERROR OF CLOSURE: EXCEEDS 1:50,000
5. 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.
N 1E1215.'N
E 1179377.3E
R999.93'
COS44.53'2YW
LC694.22'
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.
0A-zo-59
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOC MENT, MBER ,FILED R
RECORD 19 IN PLAT BOOK
PAGE
DEDI CA TION PLA T
RAHLING ROAD, CHENAL VALLEY DRIVE
PEBBLE BEACH DRIVE AND CHAMPLIN DRIVE
31 BEING PART OF SECTIONS 30 AND 31 T-2—N, R-13—W
AND SECTIONS 25 AND 36, T-2—N, R-14—W
PULASKI COUNTY, ARKANSAS
AUGUST, 1999
FINAL PLAT
wm rs-DA maw & ,cw0c'm=9 H400 A Signe Revised AUGUST 18, 199E
B CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING BY;
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Date MAY 3, 1999
DATE. fl 23 9S
Job No. 98 0202
-5-S-6 % —/",A1