HomeMy WebLinkAboutS-1056 Map 3Engineering- Planning
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CERTIFICATE OF SURVEYING ACCURACY
GREGORY T. SULLIVAN 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 Gregory . Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, 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.
3/G Anr
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.
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 accordanceith
this pia - /� / G�iUGScStJj i wi-rE coo& W /
Date of Executiyrl Name flllcholel IS. Cov1scn P4,elNEIZ
Address PO &x 62 Nc.l2 A9-72t15 N 65'56'29" E --�
_104 454.34'
Source of Title: D.R. Page
Instrument No,'9 1627(e.' -/UZ9% •
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.
3j6Z-?5-
Date of Execution L.R. fanning
Co mission
CERTIFICATE OF RECORDING
This document, number �i�f� filed for record
Tn : i P 1 in Plat Book Page 3 i a
(Signed)
Clerk
01 20496
PROPERTY DESCRIPTION
Part of the Southwest 1 /4 of the Southwest 1 /4 of Section
35, T-1-N, R-13-W, Pulaski County, Arkansas, being more
particularly described as follows:
Commencing at the intersection of the North right-of-way
line of Baseline Road and the Southerly right-of-way line of
Interstate 30; thence along said Southerly right-of-way line
of Interstate 30, North 6556'29" East 454.34 feet to the
POINT OF BEGINNING; thence continuing along said Southerly
right-of-way line, North 66'43'02" East 549.54 feet; thence
South 16'59'56" East 63.89 feet; thence South 21'29'47' West
153.87 feet; thence South 0907'47" East 46.50 feet; thence
South 23'52'23" East 61.87 feet; thence South 00'38'44" West
170.08 feet to a point on the North right-of-way line of
Baseline Road; thence along said right-of-way line North
8751'56" West 459.11 feet; thence continuing along said
right-of-way line North 02'01'16" East 14.94 feet; thence
continuing along said right-of-way line North 87'58'08" West
32.27 feet; thence North 01'35'08" West 226.64 feet to the
POINT OF BEGINNING, containing 4.027 acres, more or less.
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14.94'
FLOOD PLAIN CERTIFICATION
CHAIN LINK
FENCE
N 87058'08" W
32.27'
STORAGE
BUILDING
ONE STORY
METAL BLDG.
45' SETBACM
GRAVEL
PARKING
n
PIPE BOLLARD &
CABLE BARRIER
J 10' UTILITY -
EASEMENT
0 154, O6' G NCE LINK
SIGN
SET ASPHALT
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:
4GREG T. SULLIVAN
AR PLS NO. 1096
0
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GRAVEL
ORNE
GRAVEL
PARKING
350
GRAVEL
PARKING
GRAVEL \
DRNE
i
STORAGE
SHEDS
STATE PLANE COORDINATES
NORTHING
EASTING
1
123090.6108
1198894.6532
2
123169.31 17
1199077.5456
3
123307.8277
1199399,4420
4
123246.7291
1199418.1205
5
123103.5621
1199361.7360
6
123057.5294
1 199368.31 18
7
123000.9528
1199393.3514
8
122830.8836
1 199391.4353
9
122842.2456
1199086.5992
10
122847.9838
1198932.6472
11
122862.9164
1 198933.1 742
12
122864.0601
1198900.9244
GRAVEL
PARKING
'a
15.5' t
IPF
16059'56" E
63.89'
E
30' DRAINAGE EASEMENT
r LYING 15' EITHER SIDE OF THE
CENTERLINE OF MANN BRANCH
CO�e / I AS RECORDED IN BOOK 1340,
PAGE 375 & IN BOOK 1378,
/ PAGE 573.
S 21029'47" W
153.87'
Ip /�l5.6' t '
SET
r+S 08007'47" E
46.50'
` IP
\ E
\ S 23052'23" E
61.87'
17.1' t
IP
SE 7
u
rn
rn
ti
METAL D
BUILDING n
x
S 00038'44" W
170.08'
BROKEN ASPHALT
10' UTILITY GRAVEL
IP- EASEMENT
SET cnBFLC�i�R& 305.05'2 ASPHALT
IP
ET
459.11, s®
m�
i�
LOT 2
2.830 ACRES ±
METAL
BUILDING
BLOCK
BUILDING
45' SETBACK
GRAVEL
PARKING
METAL
BUILDING
BASELINE ROAD (STATE -HWY NO, 338)
R/W VARIES
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
GRAVEL
PARKING
STORAGE
SHEDS
`4,Uunupry FINAL PLAT
G1STF;p;;o, Ps gioned
By:,
STATE OF ••,
• ARKANS
NO. I Sd''• DATE: 3
40 20 Q 40 80
SCALE
L LA
fir) POS
10809 Executive Center Dr.
Suite 210
Little Rock, AR 72211-6021
Telephone 501.221-7880
Fax # 501-221.7882
CONSULTANTS, INC.
SCALE
1"=40'
DRAWN BY
- DATE
2/21/95
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IX
95-108