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CERTIFICATE OF RECORDING -- -- - This document, number_ filed for record _ , 19 _ ,in Plat
Book _ , Page _
(Signed)
(Name) Clerk
CERTIFICATE OF ENGINEERING ACCURACY
I, William L. Dean, 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.
(Signed)
William L. Dean
Registered Professional Engineer
No. 4418, Arkansas
CERTIFICATE OF SURVEYING ACCURACY
I, Robert C. Lowe, hereby certify that this plat correctly represents
a boundary survey made by me and boundary markets shown hereon
actually exist and their location, type, and material are correctly
shown.
(Signed)
Robert C. Lowe, Jr.
Registered Land Surveyor
No. 12, Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules an�.1 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.
(Signed)
Date of Execution Little Rock Punning Commission
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
subdivided and do hereby lay off, plan and subdivide said real
estate in accordance with the within plat.
Kelton R. Brow, Jr. 6 Vajerie J. Brown
{
Date of Execution (igned) rl
Name: 1.' j�[7
Address: /,�� t(.1��*ikva!' ✓
Source of Title:
GENERAL NOTES
1. ALL BUILDING LINES ARE A MINIMUM OF 25 FT. FROM PROPERTY LINES
UNLESS OTHERWISE NOTED.
2. ALL EASEMENTS SHOWN TO BE USED FOR UTILITIES AND/OR DRAINAGE
AND ARE TO BE 10 FT. IN WIDTH UNLESS INDICATED OTHERWISE
WERE SHOWN ON LINE BETWEEN LOTS, 5 FT. ON EACH SIDE.
3. RADII AT INTERSECTION OF STREET RIGHT-OF-WAY TO BE 25 FT.
UNLESS OTHERWISE NOTED.
4. ALL LOTS HAVING CURVED BOUNDARY LINES ARE MEASURED USING
CHORD DISTANCES.
5. ALL LOT CORNERS, ANGLE POINTS AND POINTS OF CURVATOR ARE
MARKED BY MEANS OF IRON PINS.
S 89019'04' W
20.0'
\
10' SEWER
EASEMENT
N 0°14'39'
E 390.00'
_90.0'
120 0'
13_0.0'
- --
- - - _
- --5'
UTILITY EASEMENT-,)
_
FUTURE PHASE II DEVELOPEMENT
PHASE II -A 1
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38
37
30
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N 29°00'01' W 62.52�-,
2 - _
25' BUILDING
LINES 1
S 10'02'10'
W 81.69'
----
-- --- - --- - I
120.0'
130.0'
t llo.
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s
_ WESTCHESTE_R
DRIVE 50' R/W
S 0°14'39" W
-_ 330.0' _
N ��
7 d
S 51 29 16 W 43.6,e
6
\ PHASE 1
CL- -
SE Cor. SE1/4 NW1/4
Sec. 19. T-2-N R-13-W
z
5 5.4 1' 12 0.0'
S 6'40'4,1W 65.12,
25' BUILDING LINES 1 0
O� I o
h� 18 1
N
n o I W
19 0 20 1 .
\--v25' DRAINAGE & UTILITY EASEMENT m
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\ UTILITY EASEMENT 00
0'
\ I
\ 42.17_ 120-0Z- - -- --- - -29.0 -- -
382.17' S 0°14'39- W
5
PROPERTY DESCRIPTION
4
TAYLOR LOOP Rig.
S 0'00'21" W 1317.49'
Part of the SE1/4 NW1/4 of Sec. 19, T-2-N, R-13-14,
oplaski County, Arkansas more particularly described as:
Commencing at the NE corner of said SE1/4 NW1/4; thence
S89019'04"W along the North line of said SE1/4 NW1/4
198.92' to the point of beginning; thence SO014'39"W
140.0'; thence S89019'02"W 150.01'; thence SO014139"W
180.0'; thence N89019'04"E 140.0'; thence So014'39"W
382.17'; thence S51029'16"W 43.62'; thence N54058'05"W
169.61'; thence N29°00'01"W 62.52'; thence N70059'52"W
133.17'; thence NO014'39"E 390.0'; thence S89019104"W
20.0'; thence NO°14'39"E 140.0' to a point on the North
line of said SE1/4 NW1/4; thence 360.0' to the point of
Beginning, containing 4.27 Acres, more of less.
3
ROBERT C. LOWE. 1R.
REGISTERED
LAND SURVEYOR
STATE. OF
A R K A N S A S
/J No. 12 A �
S 0°14'39- W
21
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140.0'
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1 P.O.B.
to S 0014'39' W 140.0'
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NE Cor. SE1/4 NW1/4-�/
Sec. 19. T-2-N R-13-W
DRAWN BY: E.L.W.
s
0
00
u;
FINAL PLAT
WESTCHESTER
SUBDIVISION PHASE II -A
LOTS 18-20,22-24,36-38
PART OF THE SE1/4 NW1/4
SECTION 19, T-2-N R-13-W
PULASKI COUNTY, ARKANSAS
DEC. 1985