HomeMy WebLinkAboutS-1056 Map 25 ,It7" _.
Engineering • Planning
Land Surveying
Landscape Architecture
STATE
PLANE COORDINATES
10809 Executive Center Dr.
#
NORTHING
EASTI N G
suite 72 Linde Rock, AR 211-6021
PROPERTY DESCRIPTION
1
123090.6108
1198894.6532
eleph
TFax #n501°-221-788280
2
123169.31 17
1199077.5456
Part of the Southwest 1 /4 of the Southwest 1 /4 of Section
3
123307.8277
1199399.4420
35, T-1-N, R-13-W, Pulaski County, Arkansas, being more
4
123246.7291
1199418.1205
CERTIFICATE OF SURVEYING ACCURACY
particularly described as follows:
5
123103.5621
1199361.7360
6
123057.5294
1 199368.31 18
GREGORY T. SULLIVAN hereby certify that
Commencing at the intersection of the North right-of-way
7
123000.9528
1199393.3514
N
this plat correctly represents a boundary survey made
line of Baseline Road and the Southerly right-of-way line of
8
122830.8836
1199391.4353
or verified by me, all monuments required actually exist
Interstate 30; thence along said Southerly right-of-way line
9
122842.2456
1199086.5992
and are correctly shown hereon and that all surveying
of Interstate 30, North 6556'29" East 454.34 feet to the
1 10
122847.9838
1
1198932.6472
requirements of the Little Rock Subdivision Rules and
POINT OF BEGINNING; thence continuing along said Southerly
11
122862.9164
1
1198933.1742
Regulations have been complied with.
right-of-way line, North 66'43'02" East 549.54 feet; thence
12
122864.0601
1
1198900.9244
South 16'59'56" East 63.89 feet; thence South 21'29'47" West
COPYRIGHT: .19
3�� f9s -
153.87 feet; thence South 08'07'47" East 46.50 feet; thence
South 23'52'23" East 61.87 feet; thence South 00'38'44" West
DEVELOPMENT
CONSULTANTS, INC.
SCALE
Date of Execution Gregory . Sullivan
170.08 feet to a point on the North right-of-way line of
Registered Professional
Baseline Road; thence along said right-of-way line North
1" = 40'
Land Surveyor
87*51'56" West 459.11 feet; thence continuing along said
DRAWN BY
No. 1096
right-of-way line North OZ01'16" East 14.94 feet; thence
GTS
Arkansas
continuing along said right-of-way line North 8T58'08" West
CHECKED BY
32.27 feet; thence North 01'35'08" West 226.64 feet to the
POINT OF BEGINNING, containing 4.027 acres, more or less.
eononvrn ov .
CERTIFICATE OF ENGINEERING ACCURACY
MARK L. WRIGHT , 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.
27
Date of Execution rk L. Wright
egistered Professional
Engineer No. 6074
Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown P.O.B j
and described herein, do hereby certify that we have
laid off, platted and subdivided, and do hereby lay off,
plat and subdivide said real estate in accordance-5ith
this pia
AIJ 4RK4 ,, c�E.t �44 L P9�Ti1 5 /P
Date of Executio/rf Name Achael 0. C0v11-2r_\1 C-WA-Lc_-� PA,2;rAUE2
Address PO . x 68 N4k A9'7zlI5 N 65'56'29" E ---
��� 454.34'
Source of Title: D.R. Page
Instrument Nos '&4 q,5�-/d295 0Z97 "
INTERSECTION OF NORTH R/W\
BASELINE ROAD & SOUTHERLY
R/W INTERSTATE 30
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.
316145
Date of Execution L.R. tanning
Cc mission
CERTIFICATE OF RECORDING
This document, number $- rt') 294, }/ filed for record
r.� iT:.f , L9=, in Plat Book ` PageZ
(Signed)
uO
F�
O
W
Cn
OD
G
0
NO
o - 0 P
�a0 /
9 ��SEMEN
/
K
/ S�tePO
BILLBOARD R51
N
N
9)
m
LSET
@AHTD-
R/W
,* CAP
N 02001'16" E
14.94'
FLOOD PLAIN CERTIFICATION
CHAIN LINK
FENCE
N 87058'08" W
32.27'
STORAGE
BUILDING
FONE7STMETM.
GRAVEL
PARKING
PIPE BOLLARD &
CABLE BARRIER
U
T
•
••
Full
GRAVEL
/
DRIVE
cd,
LOT 2
2.830 ACRES
RnR.- M
W
P0
1
(D
5 Dt'
5 Aug • �3
350•
GRAVEL
PARKING /
METAL
BUILDING
BLOCK
I j
BUILDING
45' SETBACK
GRAVEL
PARKING
GRAVEL
PARKING
METAL
BUILDING
GRAVEL
DRIVE
/
STORAGE
SHEDS
GRAVEL
PARKING
/ 15.5' t
IPF
3
16059'56" E
1 63.89'
� � N
1�S�ME IP
SE d
GRAVEL
PARKING 30' DRAINAGE EASEMENT
�teP�K e LYING 15' EITHER SIDE OF THE
CENTERLINE OF MANN BRANCH
ym I I AS RECORDED IN BOOK 1340,
h / PAGE 375 & IN BOOK 1378,
PAGE 573.
6 S 21029'47" W
153.87'
IP 15.6�t
SET
I S 08007'47" E
46.50'
` 6 IP
E
S 23052'23" E
61.87'
17.1' t
IP
SET O
STORAGE \
SHEDS
METAL
BUILDING
10' UTILITY BROKEN ASPHALT
EASEMENT 10' UTILITY GRAVEL
0 154.06' CHAIN
LINK O IP- E gpLLqRp EASEMENT ASPHALT
9 SET CABLE BARRIER&--305.05' IP
SIGN
SET ASPHALT - SET
459.11'
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0021 E, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993.
DATE:
GREG R' T. SULLIVAN
AR PLS NO. 1096
Q_ BASELINE ROAD (STATE RAW VARIES _HWY NO, 338)
GENERAL NOTES
1. BASIS OF BEARINGS - STATE PLANE
COORDINATES.
2, 1/2" IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERWISE.
3, ERROR OF CLOSURE - 1:27,000
oiST
STATE OF'-
!' •ARKANS*S-%
:o
bo.- C
rINAL PLAT
As Signed
DATE:
40 20 1 0 40 80
SCALE
DATE
2/21/95
1)
Q
N
Z
Q
Y
t
'
Q
H
Z U)
Z
CV)
Q
Z
Z
m
0Cn
P
0 Y
U) y
Z
O
U
cn
Q
�aQ
N
O
cr
;
-IiY
Q
FWwo
-ZM
=(rW
m�Z
J a
3
CO)V
I
O
_j
Z/1
U
0)cr2
3
Y
w¢
OWO
0 0 z
a
LL
0
LL
0
�o
U
LL
W
J¢(r
aC-
_j
Q
Fn
J
1n
cr