HomeMy WebLinkAboutS-0867-II Map 1STATE 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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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-2-11, 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 S03052'57"E,
225.71 ft.; thence S08008'45"W, 80.98 ft., thence S13037'42"W, 169.94 ft.; thence
SIS°48'14"W, 159.97 ft.; thence S01023'11"W, 141.82 ft.; thence S12030'38"E,
212.77 ft.; 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 N31°20'03"W, 118.89 ft.; thence
NO3°06'46"E, 129.63 ft.; thence N11015'34"E, 292.49 ft.; thence N10005133"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 S72037'42"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.
CERTIFICATE OF SURVEYING ACCURACY
1, JOE D 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 JOE D. WHITE
REGISTERED LAND SURVEYOR
NO. 534, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
1, TIMOTHY E. DA TERS, 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
HA%V�E� BEEN COMPLIED W H. '
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL
ESTATE, SHOWN AND DESCRIBED HERE 1 N, 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
D. R. ____ PAGE
PAGE _
ADDRESS
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 TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER _ FILED FOR
RECORD_ 19 1N PLAT BOOK ---
PAGE
NAME
LITTLE ROCK PLANNING
COMMISSION
GENERAL .NOTES
1. ALL EASEMENTS SHOWN- - :ARE TO BE US,
DRAINAGE AND.JUTIL!TIES.
2. 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 CURVE
4. DISTANCES SHOWN ALONG CURVES ARE
CHORDS
5. RADII AT INTERSECTION OF STREET
RIGHTS -OF -WAY ARE TO BE 25 FEET
6. ERROR OF CLOSURE -
Plat of Lots 1-8 6 Tract `A', ,Block 18,
Lots 1-21, Block 20, Lots 1-21, Block 21
Lots 1-5 and 21-35, Block 22
CHENAL VALLEY
An Addition to the City of
Little Rock, Arkansas
Located in Sect!ons 14 6 23, T-2-N,
P-14-W, Pulaski County, Arkansas.
pnd
nor
® WHITE - DATEHS & ASSOCIATES, INC.
fil CIVIL ENGINEERING, LAND PLANNING S DEVELOPMENT, SURVEYING
E 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201