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SECTION 21,
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299.58
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CURVE DATA 50' R/W
0= 16043'I0"
D = 5 0 33' 58"
T=151.27'
L= 300.3846
BLDG. LINE
1029.39' R
LOT
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i EDWARL' GERALD SMITH
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179 34' 13"
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R /W DEDICATION
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N2 23 20' E 884.37'
15' ADDITIONAL R/W
BOWMAN ROAD (501 R/W) DEDICATION
CERTIFICATE OF SURVEYING ACCURACY
I, Edward G. Smith, hereby certify that this
plat correctly represents a boundary survey
made by me and boundary markers shown hereon
actually exist and their location, type and
material are correctly shown.
2 3 fr
Date o xecution and G. Smith
Registered Land Surveyor
No. 9, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, Edward G. Smith, 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.
Date of x cution Edward G.-%ith-
Registered Professional
Engineer No. 485, Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
tate shown 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 with
this plat.
I-430 SHOPPERS MALL LIMITED PARTNERSHIP
f -�/ ' 1-y `
to o xecutiq BY JO N L. BURNETT
D.R.—Page PROSPECT BUILDING
ddress
Instrument No.
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations, and all of the conditions of
approval having been completed, this docu-
ment is hereby accepted. This certificate is
hereby executed under the authority of said
Rules and Regulations.
Date of Execution Litt Rock Planning
Commission
CERTIFICATE OF RECORDING
This document, number _ , filed for
record _, 19 — in�Tat Book ,
Page
Name
GENERAL NOTES
I.ALL EASEMENTS SHOWN =__- TO BE USED FOR UTILITIES
AND/OR DRAINAGE.
2.IRON PINS ARE SET AT LOT CORNERS.
3-DISTANCES SHOWN ALONG CURVES ARE CHORDS.
LEGAL DESCRIPTION: 4.ERROR OF CLOSURE- FLAT
Part of the NEI/4 NWl/4 Section 21, T-141, R-13-W, Pulaski County,
Arkansas, more particularly described as: Beginning at the Northwest JSi�1Cf� b) /S 6�
corner of the NE1/4 NW1/4 said Section 21, said corner lying on the r}� f i ip% to
East right-of-way line of Bowman Road; thence S88°18'30"E alongtheJ� - e kr"�E' F/
North line of said NEI/4 NWl/4,608.17 ft. to a point; thence Sl 30'33'W, A�l� o.lr(" � 5
900.80ft. to a point on the North right-of-way line o4 Colonel Glenn l� (A` 6' '''iii of 0
Road; thence Southwesterly along said North right-of-way line the
AP following bearings and distances: S61025'49"W,115.96 ft.; S65a24'47"W,
170.04 ft. and S65°50'34"W, 360.96 ft. to a point on the East right-of-way i
of said Bowman Road; thence N2°23'20"E along said East right-of-way line, FINAL PLAT L 0 T I
1131
884.37 ft. to a point; thence Northwesterly and continuing along said
East right-of-way line, being the arc of a 1029.39 ft. radius curve I — 4 3 0 SHOPPERS MALL ADDITION
to the left, having a chord bearing and distance of N5°45'W, 299.32 ft. to
to the point of beginning.
GRAPHIC SCALE IN FEET
120 I
TO THE CITY OF LITTLE ROCK, ARKANSAS
BEING PART OF THE NE I/4 NW 1/4
SECTION 21, T- I - N , R-13 W
PULASKI COUNTY, ARKANSAS
DATE OF DRAWING-3/23/84