HomeMy WebLinkAboutS-0867-II Map 2�'
STATE PLANE
COORDINATES
POINT
NORTHING
EASTING
1
170789.0122
1169361.8631
2
171145.5947
1168966.9642
4
171478.1411
1168864.4911
5
171470.9948
1168878.5030
6
171582.3887
1168935.2040
7
171649.0692
1168825.5303
8
171750.6178
1168763.7049
9
171880.0558
1168770.7440
10
172166.9176
1168827.8532
11
172398.4252
1168869.0595
12
172474.5420
1168910.6219
13
172585.1606
1168892.8794
14
172580.7651
1168878.882
15
172750.8376
1168818.7388
16
172783.8903
1168927.9276
17
172772.2103
1169355.1041
18
172628.1870
1169479.6783
19
172402.9987
1169494.9615
20
172322.8399
1169483.4877
21
172157.6804
1169443.4452
22
172003.7531
1169399.8766
23
171861.9700
1169396.4450
24
171654.2493
1169442.5356
25
171555.6424
1169510.9015
26
171419.6807
1169447.5207
27
171398.5213
1169468.7174
28
171275.1657
1169600.4974
29
171303.4520
1169625.0529
30
171243.2032
1169691.9229
31
171138.1669
1169610.3793
32
170888.5997
1169444.3923
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a
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
o` 1, 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
O ° SURVEY MADE OR VERIFIED BY MF_. ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
3/ G� 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
Legal Description
Part of the SW 1/4, SW 1/4, Section 14 and part of the NW 1/4, Section 23, all
in T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as:
Starting at the Northwest corner of the SW 1/4, SW 1/4, said Section 14, said
corner also being the Southwest corner of Maywood Manor, Little Rock, Pulaski
County, Arkansas; thence S88026'02"E along the North line of said SW 1/4, SW 1/4
669.89 ft. to the point of beginning; thence S88026'02"E and continuing along
said North line 427.34 ft.; thence S40051'30"E, 190.42 ft.; thence S03052,5711E,
225.71 ft.; thence S08008'4511W, 80.98 ft.; thence S13037'42"w, 169.94 ft.; thence
S15°48'14"W, 159.97 ft.; thence S01023'11"W, 141.82 ft.; thence S12030'38"E,
212.77ft.; thence S34044'03"E, 120.0 ft.; thence S24059'36"W, 150.01 ft.; thence
Southeasterly along the arc of a 528.96 ft. radius curve to the left having a
chord bearing and distance of S45003'03"E, 29.95 ft.; thence S46053'28"E, 154.25
ft.; thence easterly along the arc of a 25 ft. radius curve to the left, having
a chord bearing and distance of N86020'32"E, 36.66 ft.; thence Northeasterly
along the arc of a 999.93 ft. radius curve to the right, having a chord bearing
and distance of N41043'39"E, 10.72 ft.; thence S47058'54"E, 90.0 ft.; thence
Southwesterly along the arc of a 909.93 ft. radius curve to the left, having a
chord bearing and distance of S37049'25"W, 132.97 ft.; thence S33037'40"W, 299.73
ft.; thence Southwesterly along the arc of a 617.96 ft. radius curve to the
right, having a chord bearing and distance of S38044'47"W, 109.97 ft.; thence
Southerly along the arc of a 25 ft. radius curve to the left, having a chord
bearing and distance of S06007'04"W, 30.60 ft. to a point on the Northerly right-
of-way line of Chenal Parkway; thence Northwesterly along said Northerly right-
of-way line, being the arc of a 1014.93 ft. radius curve to the left, having a
chord bearing and distance of N47021'55"W, 550.97 ft.; thence N63003'10"W and
continuing along said Northerly right-of-way line, 242.06 ft.; thence
N26°57'01"E, 250.0 ft.; thence S62058'40"E, 15.73 ft.; thence N26058'36"E, 125.0
ft.; thence N58042'03"W, 128.35 ft.; thence N31020'03"W, 118.89 ft.; thence
NO3°06'46"E, 129.63 ft.; thence N11015'34"E, 292.49 ft.; thence N10005'33"E,
235.15 ft.; thence N28038'10"E, 86.72 ft.; thence N09006'44"W, 112.03 ft.; thence
Southwesterly along the arc of a 213.73 ft. radius curve to the left, having a
chord bearing and distance of S72'37'42"W, 14.67 ft.; thence N19028'28"W, 180.39
ft.; thence N73009'30"E, 114.08 ft. to the point of beginning, containing 26.2449
acres more or less.
J—
,i
SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT.
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN iCOMPL 1 ED W I--TH. / _ -
DATE OF EXFCUTION
DATE OF EXECUTION D. A. -_ _ PAGE
—� -
/ JOE D. NHITF
REGISTERED LAND SURVEYOR ADDRESS
NO. 53A, ARANSAS
INSTRUMENT NO.
CERTIFICATE OF ENG I NEER I IIG ACCURACY ` TER�'°.,�
CERTIFICATE OF FINAL APPROVAL STATE OF�•.�
1, TIMOTHY E. DATERS, HEREBY CERTIFY _ /�� KANS,�q/$'/ '
THAT THIS PLAT CORRECTLY REPRESENTS 4 PURSUANT TO THE LITTLE ROCK SUB
DIVISION'•
PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE-��r�'�"V`
ENGINEERING REQUIREMENTS OF THE LITFLE CONDITIONS OF APPROVAL HAVING BEEN :C�'�l �"N'' '
ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT !S HEREBY tn •.OF
HAVE BEEN COMPLIED W H. ` ACCEPTED. THIS CERTIFICATE IS HEREBY �O ' D. WN ; ' N .`
EXECUTED UNDER THE AUTHORITY OF SAID "� �,9''••°••''�� .
•� / Li- _- RULES AND REGULATIONS. •LP`N,�.``�,,
DATE OF EXECUTION TIMOTHY E. EATERS
REGISTERED WOFESSIONAL
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE 4OCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER _ __.,FILED FOR
RECORD,__-_ 19 IN PLAT BOOK_
PAGE _... _ .
NAME
GENERAL .NOTES
1. ALL EASEMENTS SHOWN- - :ARE TO BE USED FOR
DRAINAGE AND,/UT!L!T!ES.
1. IRON PINS ARE SET AT ALL LOT CORNERS
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON CURVF
4. DISTANCES SHOWN ALONG CURVES ARE
CHORDS
5. RADII AT INTERSECTION OF STREET
RIGHTS -OF -NAY ARE TO BE 25 FEET
6. ERROR OF CLOSURE - 00I1;�2/ , 090
7 rRACrS 'd •e c'A RE AREAS W 7WN PUBLlc Ricw-ir E-WAY TO BE L
AND MA/NTAlNEO 6Y PROPER7Y OWNER-1 A, _1M1AT/CW.
60 0 60 120 160 24�
IN5ET A
GRAPHIC SCALE IN FEET
Plat of Lots 1-8 6 Tracts4,B4C,Block 18,
Lots 1-21, Block 20, Lots 1-21, Block 21
Lots 1-5 and 21-35, Block 22
CHEN14 L VA L L E Y
of
An
Addition
to the
City
Little
Rock,
Arkansas
Located In
Sect!ons
14 6 23, T-2-.N,
P-14-N, Pulaski
County,
Arkansas.
SCALE,
C= 60'
DATE 9-30-93
®
WHITE
-
DATEHS
ASSOCIATES, INC.
19
CIVIL
ENG!NEER!NG,
LAND PLANNING
&
DEVELOPMENT, SURVEYING
0
401
VICTORY
STREET LITTLE
ROCK, ARKANSAS 72201