HomeMy WebLinkAboutS-0867-QQQQQ Map 4CERTIFICATE OF OWNER
CHENAL VALLEY DR
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VICINITY MAPS
(NTS)
KAN15 ROAD
R984.93'
CDN85'1O'10"E
LC46.84'
TRACT B
NO3'28'05"W
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PLAT BK. G, PG. 617
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R620.00'
CDN85'34' 17" E
LC38.19'
LEGAL DESCRIPTION
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PART OF THE SW1/4 OF SECTION 23 AND NW1/4 OF SECTION 26, T-2-N, R-
ees655
14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY
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DESCRIBED AS: BEGINNING AT THE NORTHEAST CORNER OF TRACT B, BLOCK
89, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK,
ARKANSAS, SAID CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF
`2�C
CHENAL VALLEY DRIVE; THENCE EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY
G
LINE THE FOLLOWING: (1) EASTERLY ALONG THE ARC OF A 984.93 FT.
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
1\185'1010"E, 46.84 FT.; (2) N83748'23'E, 552.53 FT.; (3)
ARKANSAS STATE PLANE
EASTERLY ALONG THE ARC OF A 620.00 RADIUS CURVE TO THE RIGHT, A
COORDINATES
(NORTH ZONE)
CHORD BEARING AND DISTANCE OF N8534'17'E, 38.19 FT.; (4)
N8720'10"E, 396.64 FT.; (5) EASTERLY ALONG THE ARC OF A 680.00
1 N 166068.51
E 1168180.78
FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
--- ---
- -
N82'58'50' E, 103.29 FT.; (6) N7937'30"E, 198.77 FT.; (7)
2 N 166072.45
E 1168227.46
S11'22'30"E, 15.00 FT. AND (8) EASTERLY ALONG THE ARC OF A
3 N 166132.06
E 1168776.76
1387.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE
4 N 166135.01
E 1168814.84
OF SEIT17'49"E, 580.62 FT. TO A POINT ON THE WEST RIGHT-OF-WAY
-
5 N 166153.as
E t169211.05
LINE OF CHENAL PARKWAY; THENCE SOUTHERLY ALONG SAID WEST RIGHT -OF-
WAY LINE THE FOLLOWING: (1) SOUTHERLY ALONG THE ARC OF A 2984.79
6 N 16616607
E 116931156
FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
7 N 166205.2'
E 1169508.43
S12'06'21"W, 254.68 FT.; (2) S8919'53"E, 40.00 FT.; (3)
8 N 166190.5',
E 1169511.39
SOUTHERLY ALONG THE ARC OF A 2944.79 FT. RADIUS CURVE TO THE LEFT,
A CHORD BEARING AND DISTANCE OF S09'10'34"W, 50.65 FT.; (4)
9 N 166183.44
E 1170091.96
S08741'00"W, 250.73 FT.; 5 N81'19'00"W, 20.00 FT.; (6)
10 N 16593445
E 1170038.55
SOS'41'00"W, 300.00 FT.; 7 S81'19'00"E, 20.00 FT.; (8)
11 N 1659277
E 1170077.98
S0941'00"W, 29.51 FT. AND (9) SOUTHERLY ALONG THE ARC OF A
12 N 1ss8777
- -
E lnoossso
1512.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S06'00'39"W, 141.03 FT. TO THE NORTHEAST CORNER OF TRACT F,
13 N 1656298'
E 1170032.05
BLOCK 83, SAID CHENAL VALLEY; THENCE N8639'42"W ALONG THE NORTH
14 N 165632.8-1
E 1170012.28
LINE OF SAID TRACT F AND ALONG THE NORTH LINE OF LOTS 47 AND 48,
15 N 165336.3'
- ._.. -
E 1169966.99
SAID BLOCK 83, 285,11 FT.; THENCE S79'12'25"W CONTINUING ALONG
16
THE NORTH LINE OF SAID LOT 48, 66.53 FT.; THENCE S54'45'07'W
N 165333.29
E 1169986.76
ALONG THE NORTHWESTERLY LINE OF SAID LOT 48 AND ALONG THE
17 N 165304.1;
E 1169982.30
NORTHWESTERLY LINE OF LOTS 49, 50, 51, 52, 53 AND TRACT E, SAID
18 N 165163.87
E 1169967.54
BLOCK 83, 531.84 FT.; THENCE N15.58'3eW, 16.04 FT.; THENCE
19 N 165180.4;
E 1169682.91
N54'58'43"W, 714.73 FT.; THENCE S85'41'42"W, 173.27 FT. TO A
POINT ON THE EAST LINE OF LOT 7, BLOCK 89, SAID CHENAL VALLEY;
0 N 165168.01
E 1169617.56
THENCE N21'14'19"W ALONG THE EAST LINE OF SAID LOT 7 AND ALONG
21 N 164861.08
E 1169183.22
THE EAST LINE OF LOT 6, SAID BLOCK 89, 328.08 FT.; THENCE
22 N 164876.5C
E 1169178.80
N41'16'40"W ALONG THE EAST LINE OF TRACT C AND LOT 5, SAID BLOCK
-
----
89, 155.22 FT.; THENCE N31'03'56"W ALONG THE EAST LINE OF LOT 4,
2 N t65286.67
E tt68593.48
SAID BLOCK 89, 88.91 FT.; THENCE N04'48'047E CONTINUING ALONG
4 N 16527366
E 1168420.70
SAID EAST LINE AND ALONG THE EAST LINE OF LOT 3, SAID BLOCK 89,
2 N 165594.29
E 1168351.16
137.31 FT.; THENCE N15'29'25"W CONTINUING ALONG SAID EAST LINE
26 N 165710.95
-
E 1168248.75
AND ALONG THE EAST LINE OF LOT 2, SAID BLOCK 89, 118.96 FT. TO THE
-
- - --
NORTHEAST CORNER OF SAID LOT 2; THENCE NO3'28'05' W, ALONG THE
27 N 1657871C
E -__ 1168202.88
_ _ - _-
EAST LINE OF SAID TRACT B, BLOCK 89, 30.00 FT. TO THE POINT OF
8 N 16592393
E 1168214.37
BEGINNING, CONTAINING 41.3330 ACRES MORE OR LESS.
9 N 16603856
E 1168182.60
60 ' 0' r -
r
N15758'34'W
16.04'
100 ft
R680.00'
nnuo n•c orcn^ r
R1387.39'
CDS89' 17'49" E --_
LC580.62' ___
Section 2,3
Section 26 _
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R2984.79'
CDS12'06'21"W
LC254.68'
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= S80 53"E
40,00,
10 11
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R2944.79'
CDS09'10'34"W
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LC50.65'
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60 N
R1512.39'
CDS0600'39"W j
LC 141.03'
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CENTERLINE CURVE DATA
CURVE
LENGTH
DELTA
TANGENT
RADIUS
C1
71.08'
0647'16'
35.58'
600.00'
C2
330.67'
10915'5("
242.04'
17500'
C3 !
171.09'
65'21'05"
96.21'
150.00,
C4
46.82'
i 1753'01"
23.60'
150.00'
C5
184.14'
7920'13"
105.69'
150.00'
C6
92.05'
35'09'43"
47.53'
150.00,
C7
269.54'
10757'2e
188.43'
150.00,
C8
45.39'
OZ36'01"
22.70'
1000.00,
C9
127.32'
- -
12'09'28"
-
63.90'
-
600.00'
C10
78.89'
3O'08'07"
-
40.38'
--
15000
C11
103.98'
3T42'58'
54.18'
150.00
C12
118.71'
11'20'11"
59.55,
600.00'
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 ENGINEERING 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 REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
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. PAGE
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.
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER
RECORD 20
PAGE _
IN PLAT BOOK
,FILED FOR
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
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
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. ALL FRONT BUILDING SET -BACK LINES ARE 25 FT.
6. ERROR OF CLOSURE: EXCEEDS 1:50,000
7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS
ARE 25.0', UNLESS NOTED OTHERWISE.
8. ALL TRACTS MAY BE USED AS EASEMENTS
FOR CARTPATH, DRAINAGE AND/OR UTILITIES. REFER TO
BILL OF ASSURANCE FOR RESTRICTIONS ON USE.
9. ALL LOTS HAVE AT LEAST A 10 FT, UTILITY/DRAINAGE ACROSS
THE FRONT ADJACENT TO STREET. LOT 12, BLK. 85 HAS A 15 FT. E�sMT.
5_e� Ne4 olva:1v_" T'o TkIl5 4), 4k-!>
t hAe 1,12w & IeA710l1 V
FINAL PLA T
LOTS
LOTS
LOTS
LOTS
TRACTS A, & B
BLOCK 85
BLOCK 86
BLOCK 87
BLOCK 88
BLOCK 85
AIN AII>II)M(1)\ PT0FTH2 (Cm (DI
To be known as "DEAUVILLE PLACE
BEING PART OF SECTIONS 23 & 26
T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
NOVEMBER, 2004
0 CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
Q 24 RAHLIN; CIRCLE LRTLE ROCK, ARKANSAS 72223
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Job # 04-854P