HomeMy WebLinkAboutS-0503 Map 5SW Corner, SE%
/ Sec. 9, T--/-N, R-I3-W o N 2010'53"E 1454.0" 4° ._NW Corner, SE %4
if !/ Sec. 9, T-/-N, R-13-W
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I-630 1
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is Rd
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VICINITY MAP
120 0.h ems- Tc,5 1 , i 139 145 �I ^ h I 193 ^i lu
119 0. O �o \ 140 0 ' �. N 3 0 /O ; O
\` 0.b2 ��L o' 6, a'W ` I I O 1 "144 m ° I h
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A2, o^ 142 %1 I p 143
In 0.�6 �5 Asa �p s \ of 1 N 195
116 �.y09313
6 �j8.30.B /20.32'
ao 6'
r
s 196
07i \ OA43b N2ss9 7?67' /20.35'!
114-
Z R1
t% 197
113
F /O"
0 too.. 200 300
\ NI 1 120,
GENERAL NOTES ``1 110 m
/) A// front building lines shown-- to be 25'✓nless N
otherwise indicated (gyp 1 120,
2)A // easements shown===== to be used for utilities and/or C1- 18.94' 3..11'
drainage and ore to be to ft wide unless otherwise indicated Where 109 �v
shown on fine between lots, 5/1 on each lot S`A �3F09 Icpjn
3 /Iron pin ^ s are set at all lot corners and 5'k 5 "concrete markers Oe� < lh
ore set as indicated ❑.
4) Lots wilh rounded corners are measured to point of intersection of Z �35.
lot lines and not points on curve.
5)AII distances shown along curves arc chord.
6 )Radii of mtersecton of s/reet right-of-way to be 25 /f.
Boundary Description
Part of the SE 1/4 Section 9, T-1-N, R-13-W, Pulaski County, Arkansas,
described as follows:
Beginning at the northwest corner of said SE 1/4, thence S 87050'27" E
along the north line of said SE 1/4 1345.0' to the NW corner of Phase I,
Sandpiper Addition; thence along the west side of said Phase I Sandpiper
Addition on the following bearings and distances; S 29019'33" W 163.23';
S 36020'W 61.6'; S 40035'35"W 134.25'; N 87049'07"W 44.69'; S 41022'20"W
768.79'; S 12049'53"W 404.6'; S 23058'58"W 53.5'; S 2010'53"W 119.77';
N 87'49'07"W 530.0' to the west line of the SE 1/4 of said Section 9;
thence N 2010'53"E 1454.0' to the point of beginning, containing 27.8
acres, more or less.
/
CERTIFICATE OF SURVEYING ACCURACY �\
1, hereby certify that �,
this plat correctly represents a p
boundary survey made by me and boundary
markers shown hereon actually exist and ,btO
their location, type and material are G)
correctly shown.
(Signed)
Date of Execution Name, Registered
Land Surveyor No.
, Ark.
z
6 i 19816
0
120.41'
O o 199 z
\
�
120.44'
_I
01
200
� tit
O
Q
M 1 123.52'
S2°l0'53"E
raWA 201 p
O'
s -Ada.
CERTIFICATE OF ENGINEERING ACCURACY
I, _ , hereby certify
that this plat correctly represents a survey
and a plan made by me or under my supervision;
that all monuments shown hereon actually exist
and their location size, type and material are
correctly shown; and that all requirements of
the Little Rock Subdivision Rules and Regula-
tions have been fully complied with.
Date of Name
Execution
AR Reg. Professional Engineer it
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations and under the conditions of
Ordinance No. 11338, this document is given
final approval by the Little Rock Planning
Commission. All of the conditions of approval
having been completed, this document is hereby
accepted and this certificate executed under
the authority of said Rules and Regulations.
Date of Name
Execution Planning Administrator
Dept. of Community Development Little Rock
CERTIFICATE OF OWNER
We, the undersigned, owners of the real
estate shown an ddescribed herein do here-
by certify that we have laid off, platted
acid-subd-ivided, and so hereby lay off;
plat and subdivide said real estate in
accordance with the within plat.
Date of Name
Execution
Address
Source of Title:
D.R. Page
CERTIFICATE OF RECORDING
This document, number filed for
record , 19 in Plat Book
page
Name Clerk
For Bill of Assurance see Deed Record
Book__- - Page
NOTE' This subdivision was originally staked and drown by Orson ✓ewe/l, Engineer.
Pins were replaced and spot checked by MLC/e/land Consulting Engineers Inc
Lot bearings were token from Orson Jewell's Plat.