HomeMy WebLinkAboutS-0503-A Map 3SW Corner, SE%
Sec. 9, T-I-N, R-/3-W a N 2e/0'530E 1454.0'
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VICINITY
MAP
Boundary Description
S ems- \tia- F
118017
117 �6 ,
'9O,a 116 �g mho
0 115 N
A 9 114
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, S8e08'W
ZQ1s • NC ,1'h' h"� �I Io 112
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a III a
0 /00. 200 500
120
L. R. WASTEWATER UTILITY
Easements Approved
Easements Required
Date: 22By _,�71�,l
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 4102:"20"W
768.79'; S 12049'53"W 404.6'; S 23058'58"W 53.5'; S 2010'53"W 119./7'•
N 87049'07"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 21.8
acres, more or less.
♦\ 11
`I
GENERAL NOTES:
``1
3
, 110
I J All front building lines shown-- to be 25'un/ess
otherwise indicated
120'
2)A/l easements shown=====to be used forutilifies and/or
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0)
/8.94' 3 //=
drainage and ore to be 10 ff wide unless otherwise indicated Where
d'
I09 f�
shown on line between lots, 5ff on each lot
3 )Iron pins are set of o// lot corners and 5'i 5 "concrete markers
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QOe`Fc��, [00000
are set as indicated ❑.
4) Lots with rounded corners ore meosiredto point of intersection of
a`S'
lot lines and not points on curve.
5)AII distances shown along curves ore chord
6)Radii at inferseceon of street right of-woy to be 25 ft.
CERTIFICATE OF SURVEYING ACCURACY
I, hereby certify that
this plat correctly represents a
boundary survey made by me and boundary o9
markers shown hereon actually exist and y)(0
their location, type and material are C)
correctly shown.
(Signed)
Date of Execution Name, Registered
Land Surveyor No.
, Ark.
40rNW Corner, SE 114
Sec. 9, T-1-N, R-13-W
ojai 120'
186 .41
'
120.0
I'
187
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to
h
^I
188
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20.09'
a 1
a 189
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3
m/20.12'
u�
190 uj
191 9
L___o5J
120. /8'
50'R/W
+
120.2'
Z 192 O
�1
120.23_
W O 193 hi
n h ^,
n
v 120.26'
/011
I
y = 194
ES
Z 195
120.32'
I
I
t 196
197
1,120.38'
Im 1
O h 198
120.41'
a h ib 199
-----
t r 1 200 OI
S2e/0'53"E
11� tp� 201
CERTIFICATE OF ENGINEERING ACCURACY
1, , 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 #
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 herebv
accepted and this certificate executed under
the authority of said Rules and Regulation;,.
P,
h Date of Name
d- Execution Planning Administrator
Dept. of Community Development Little Rock
W
N CERTIFICATE OF OWNER
^ We, the undersigned, owners of the real
Qj estate shown an ddescribed herein do here-
by certify that we have laid off, platted
and subdivided, and so hereby lay off,
plat and subdivide said real estate in
accordance with the within plat.
Date of
Execution
ess
Source of Title;
D.R. Page__
CERTIFICATE OF RECORDING
This document, number filed for
r,•cord __ _ , 19 in Plat Book
page
Name Clerk
For Bill of Assurance see Deed Record
Book Page
NO rE this subdivision was originally staked and drawn by Orson Jewell, Engineer.
Pins were replaced and spot checked by M-Mel/and Consulting Engineers Inc
Lot bearings were taken from Orson Jewell's Plat