HomeMy WebLinkAboutS-0867-UUUU MapCERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
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N 166214.49 E 1170354.10 E 1170783.29
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N 166158.18
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E 1171135,56
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N 166178.41 CDN30'07'40E
E 1171G43.97
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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 REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION TIMOTHY E. DATERS
300 REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
CHENAL VALLEY DRIVE EXTENDED DEDICATION
A 90.00 FT. WIDE RIGHT-OF-WAY DEDICATION FOR THAT PART OF CHENAL
VALLEY DRIVE LYING EAST OF CHENAL PARKWAY IN THE S1/2, SECTION 23,
T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS:
STARTING AT AN IRON PIN MARKING THE NORTHWEST CORNER OF LOT 68,
BLOCK 36, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK,
ARKANSAS; THENCE N81'22'26"W ALONG THE NORTH LINE OF SAID LOT 68
EXTENDED WESTERLY, 69.32 FT. TO THE EAST RIGHT-OF-WAY LINE OF
CHENAL PARKWAY; THENCE N08'42'03"E ALONG SAID EAST RIGHT-OF-WAY
LINE, 312.45 FT.; THENCE NORTHERLY AND CONTINUING ALONG SAID EAST
RIGHT-OF-WAY LINE, BEING THE ARC OF A 2764.79 FT. RADIUS CURVE TO
THE RIGHT, A CHORD BEARING AND DISTANCE OF N09'11'36"E, 47.55
FT.; THENCE S80'18'50"E AND CONTINUING ALONG SAID EAST RIGHT-OF-
WAY LINE, 20.00 FT.; THENCE NORTHEASTERLY AND CONTINUING ALONG SAID
EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2744.79 FT. RADIUS CURVE
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N11'59'457E, 221.21
FT. TO THE POINT OF BEGINNING OF THE DEDICATION DESCRIBED HEREIN;
THENCE N89'13'15'E, 67.31 FT.; THENCE EASTERLY ALONG THE ARC OF
A 999.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF N88'13'02"E, 416.00 FT.; THENCE N76'12'31"E, 130.41 FT.;
THENCE NORTHEASTERLY ALONG THE ARC OF A 909.93 FT. RADIUS CURVE TO
THE RIGHT, A CHORD BEARING AND DISTANCE OF N79'48'52"E, 114.38
FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S59'24118"E, 30.21
FT.; THENCE SOUTHEASTERLY, NORTHERLY AND NORTHWESTERLY ALONG THE
ARC OF A 82.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF N3907'40"E, 130.65 FT.; THENCE S8556'35"W, 58.15
FT.; THENCE WESTERLY ALONG THE ARC OF A 999.93 FT. RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF S81'04'35"W, 169.67
FT.; THENCE S76'12'31"W, 130.41 FT.; THENCE WESTERLY ALONG THE
ARC OF A 909.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND
DISTANCE OF S89'51'05"W, 429.19 FT.; THENCE 1\176'30'2i'W, 4.69
FT. TO THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE
SOUTHWESTERLY ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF
A 2744.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF S15'24'05"W, 105.02 FT. TO THE POINT OF BEGINNING
CONTAINING 2.049 ACRES, MORE OR LESS.
N TMARKRA SAS
34
PLANS APPROVED -
EASEMENT APPROV
EASEMENTREDU I
DATE
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 SUBD'VIDED, 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. PAGE
INSTRUMENT NO. 88-61004
I
110 ADDITIONAL SEMOTS REQUIRED
❑ ADDISI MAL 1AS MENTS ARE REQUIRED
AS WN
SY
15ATF_:
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
CERTIFICATE OF SURVEYING ACCURACY
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
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER
RECORD 20
PAGE
GENERAL NOTES:
,FILED FOR
,IN PLAT BOOK
1. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
2. ERROR OF CLOSURE: EXCEEDS 1:50,000
3. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS
ARE 25.0', UNLESS NOTED OTHERWISE.
RIGHT- OF- WA Y DEDICATION PLA T
CHENAL VALLEY DRIVE EAST OF
CHENAL PARKWAY
BEING PART OF SECTION 23 T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
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lk/J SEPT., 2002
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fg CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
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