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rl(D� Chenol Valley Phase 14A
`� I2eQ4 Do ranee_
h L OL4r t F�!l251• /J h+ I 3 96 Legal Description
a
5���///yyy���//�,yy,'� 4 N / tt, L 1.� 4� Part of the S1/2 of Section 14, and part of the N1/2 of Section 23,
S� - T.gg^.,\ a / / 7 larxs `' O �6y, \ CJ QDN all in T-2-N, R-14-W, Pulaski County, Arkansas, all more
, h of particularly described as: Starting at the Southeast corner of Lot
,.� 17207' U N t' R)' h 1, Block 20, Chenal Volley, an Addition to the city of Little Rock,
2 4 \ \ g h � ^D� Arkansas, said corner lying on the Northerly right-of-way line of
J /� �� �, F R597.96ft " Aberdeen Drive; thence Southeasterly along said Northerly right —of —
off 25 J L CDS51'26'17 E way line, being the arc of a 528.96 ft. radius curve to the left,
n! 132a1 �- $ P LC52.99ft having a chord bearing and distance of S45'03'03"E, 29,95 ft.;
�8726. 0 26 C N �% thence 54653'28"E and continuing along said Northerly right-of-
lL
u I 77,j �P way line, 154.25 ft. to a point on the Westerly right—of—woy line
" of Chenonceau Blvd.; thence along the Westerly right—of—woy line of
---'2.4 `1pd° £ Ida• r,. S42'00'03 W Chenenceau Blvd. being the arc of a 25 ft. radius curve to the left
t C.) 1 vL having a chord bearing and distance of N8620'32"E, 36.66 ft.;
\ B L ❑ C K 2 P DD 1 t thence Northeasterly and continuing along said Westerly right -of -
1 way line being the arc of a 999.93 ft. radius curve to the right.
N�44,08 V 28 I �,g01r Ni 3 having a chord bearing and distance of N41'43'39"E, 10.72 ft. to
2' ` the point of beginning; thence Northeasterly along the arc of a
29 J J"K, \ yIq 7.5' t�\N 999.93 ft. radius curve to the right, having a chord bearing and
p jQ m distance of N6T50'01"E, 710.37 ft.; thence N83'38'16"E, 399.45
707, ,984- ,? ft. ; thence Northeasterly along the arc of a 909.93 ft. radius
NS6, Jf/ N curve to the left, having a chord bearing and distance of
N70'14'43"E, 421.38 ft.; thence S33*00"E" 512.17 ft.; thence
„ S8613'37'E, 354.59 ft.; thence S00'02'26"W, 184.83 R.; thence
S53'13'19"W, 204.76 ft.; thence Northwesterly along the arc of a
R741.20ft 179.63 ft. radius curve to the left, having a chord bearing and
CDS14'37'49'W distance of N44'54'33"W, 35.65 ft.; thence S37*00'52"W, 118.20
LC86.84ft ft.; thence S82'10'17"W, 504.52 ft.; thence S69'56'59"W, 273.23
ft.; thence S2656'13"E, 120.20 ft.; thence Southeasterly along
the arc of a 542.96 ft. radius curve to the left, having a chord
bearing and distance of S3713'00"E, 101.69 ft.; thence
S5636'58"W, 280.66 ft.; thence S33'59'04"W, 108.58 ft.; thence
Southeasterly along the arc of a 597.96 ft. radius curve to the
- right, having a chord oeoring and distance of S51'26'17'E, 52.99
-- ft.; thence S42'00'03"W, 50.00 It.; thence S24'56'35"W, 138.72
ft.; thence N5611'19"W, 109.85 ft.; thence Southerly along the
arc of c 741.20 ft. radius curve to the right, having o chord
�• �;, I bearing Ono oistonce of S14'37'49"W. 86.84 ft.; thence
N72'29'11"W, 744.08 ft.: thence N09'36'49"E, 605.86 ft.; thence
N35'45'42"W, 174.59 ft. to a point on the Easterly right-of-way
line of Chenonceau Blvd.; thence Northeasterly along said Easterly
right-of-woy line, begin the arc of a 909.93 ft. radius curve to
the right, having a chord beo•ing and distance of N37"49'25"E,
132.97 It.: thence N4T58'54"W, 90.00 ft. to the point of
beg;nnigg, containing 43.5037 acres more or less.
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CDN44'54'33"W
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MUNICIPAL VVAI LR WORKS
PLANS APPR0VID
EASrMENTAPGPJrEO _
U,SEMEN-f RE Li, f 4 R_G
Dn fr.
Ely� —�}_�. ---•>- -
JJ>T-Gc, G(.{�1 C �,• l ,, ,,
CERTIFICATE OF OWNEk
CERTIFICATE OF SURVEYING ACCURACY
I, JOE D WHITE, HEREBY CERTIFY THAT THIS
WE, THE UNDERSIGNED, OWNERS OF THE REAL
PLAT CORRECTLY REPRESENTS A BOUNDARY
ESTATE, SHOWN AND DESCRIBED HEREIN, DO
SURVEY MADE OR VERIFIED BY ME, ALL
HEREBY CERTIFY THAT WE HAVE LAID OFF,
MONUMENTS REQUIRED ACTUALLY EXIST AND
PLATTED, AND SUBDIVIDED, AND DO HEREBY
ARE CORRECTLY SHOWN HEREON AND THAT ALL
LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE LITTLE
ESTATE IN ACCORDANCE WITH THIS PLAT,
ROCK SUBDIVISION RULES AND REGULAT NS
HAVE BEEN COMPLIED WITH.
OF EXECUTION
D��E�DATE
T OF EXECUTION GOE D, WHITE
D.R. PAGE
REGISTERED LAND SURVEYOR
ADDRESS
NO. 534, ARKANSAS
INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PURSUANT TO THE LITTLE ROCK SUBDIVISION
PLAN MADE BY ME, AND THAT THE
RULES AND REGULATIONS, AND ALL OF THE
ENGINEERING REQUIREMENTS OF THE LITTLE
CONDITIONS OF APPROVAL HAVING BEEN
ROCK SUBDIVISION RULES AND REGULATIONS
COMPLETED, THIS DOCUMENT IS HEREBY
HAVE BEEN COMPLIED WITH.
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS,
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO, 5033, ARKANSAS
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE
OF RECORDING
THIS DOCUMENT, NUMBER
.FILED FOR
RECORD 19 IN
PLAT BOOK
PAGE _—
100 0
N
100 300
Scale
1" = 100 ft
GENERAL NOTES:
1. 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 A -ND NOT POINTS ON A
CURVE. -
4. DISTANCES SHOWN ALONG CURVES ARE
CHORDS,
5. RADII AT INTERSECTIONS OF STREET
RIGHTS OF WAY ARE 25'
6. ERROR OF CLOSURE; ----- /10,000'
7 TRACTS A 8 E' BLOCK 25, TRACT 'B'
BLOCK 26, TRACT 'C', BLOCK 29,
TRACT 'D' BLOCK 28, MAY BE USED AS EASEMENTS FOR
DRAINAGE 8 UTILITIES.
Bayonnc Plac._.
Lots 1-28 6 Tracts 'A 16 E' Block. 25
Lots 1-9 6 Tract 'B' Block 26
Lots 1-9 Block 27
Lots 1-11 6 Tract '11.' .Block 2$ rt
Lots 1-7 Tract 'C' Block 29
Lots 1-3 Block 11
Lot L Block 32
n
N4 L
An Addition to the City of As p`A�,I
sewe{' ,5e
u 5 t'^^ Little Rock, Arkansas
LOCATED IN SECTIONS 14 & 23
T-2-N, R-14-W PULASKI .COUNTY, ARKANSAS
tj WHITE-DATERS & ASSOCIATES, INC.
0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
El 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201