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1.PFOUND R.R. SPIKE FOUND, NE CORNER,
POINT OF N 8703302" W SE 1/4,NE 1/4, SECTION 25,
BEGINNING 36.17' T-I-N, R-13-W.
f I.PSET I.P FOUND, SW CORNER, LOT. 'Al
2611 HUTSELL'S SUBDIVISION.
Part of the Southeast 1/4 of the Northeast 1/4 of section 43, PULASKI COUNTY, ARKANSAS, AND N 85*5947 E 34.05'
25, T-1-21, R-13-W, Pulaski county, Arkansas, being more LYING 25' ON EITHER SIDE OF THE Llrj' DRAINAGE 8i UTILITY ESMT.
I particularly described as follows: PIPE AS CONSTRUCTED. POINT OF BEGINNING -UTILITY
'
Commencing t the Northeast corner of the Southeast 1/4 ' TO BE DEDICATED THIS PLAT J ESMT. DESCRIPTION the Northeast 1/4 of said Section 25; thence North 87- 33
02" West along the North line of said SE 1/4, NE 1/4 a
distance of 36.17 feet to a point on the Westerly right -of -
PRIVATE FRONT YARD SETBACK way line of Geyer Springs Road; thence along said right -of- j to
NOT q� REQUIREMENT BY PROPERTY OWNERS AND way line on a curve to the left, having a radius of 681.19 / to
I NOT SUBJECT TO AMENDMENT BY feet, and arc distance of 170.16 feet and a chord which / S 100 49 04" E 169.711
PUBLIC AUTHORITIES. ANY AMENDMENT bears south 10' 49' 04" East for a distance of 169.71 feet
TO THIS SETBACK SHALL BE APPROVED to point on the East line of said SE 1/4, NE 1/4; thence
N (CHORD)
I along
g said East line South 29 12" west 206.19 feet; / / / I 1
BY THE OWNERS OF LOT 1. thence on a curve to the left,
having a radius of 2965.00
feet, an arc distance of 523.58 feet, and a chord which / 1
bears South 49' 21' 24" West for a distance of 522.90 feet; /
thence North 87` 33' 55"'West 583.11 feet to a point on the \ /
East right-of-way line of University Avenue; thence along /
I said right-of-way line North 08• 30' 00" East 455.00 feet to / / 10' R/W DEDICATION r--�- GEYER SPRINGS ROAD
the POINT OF BEGINNING; thence continuing along said right- INST. NO. 90 -2490
of -way line North OB` 30' 00" East 60.00 feet; thence South / / 1 70' R/W
81` 30' 00" East 315.65 feet; thence on a curve to the left,
' I having a radius of 420.00 feet, an arc distance of 125.93CID / 45� FRONT YARD
feet, and a chord which bears North 89' 541 36" East for a
N 1 distance of 125.46 feet; thence South 08. 40' 47" East 60.00 / SETBACK
feet; thence on a curve to the right, having a radius of
M I 150' 480.00 feet, an arc distance of 143.93 feet, and a chord /
which bears South 89• 54' 36" West for a distance of 143.39 15 UTILITY EASEMENT
feet; thence North 81• 30' 00" West 315.65 feet to the POINT TO BE DEDICATED THIS PLAT
OF BEGINNING, containing 27,035 square feet or 0.621 acres,
more or less. CURVE DATA LINE 1. P�SE"
I 15'UTILITY
BEDEDICATED1iTHlIS PLAT -� 5 FRONT YARD SETBgCK \
L 60 COMMON ACCESS ESMT. TO BE DEDICATED / =14° I$' 44"
THIS PLAT. RIGHT IS GRANTED BY ALL PROPERTY
OWNERS FOR THIS ESMT. TO BECOME / T = 85.52'
j� PUBLIC RIGHT-OF-WAY. L 0 T �/ / R=681.19I
I \ L = 170.16'
PO.B.-COMMON-
1 ACCESS EASEMENT1.
i
PSET COMMON ACCESS EASEMENT -
O 0 I 90000100811
O v 1 If (CHORD) '-END OF 60' COMMON
N 31S,65 I /N 89°54 36 E 143.39 ACCESS EASEMENT
i/ I
45.40' I.P. SET
82.49' 1 P SET
i FLOOD PLAIN CERTIFICATION
NO PORTION OF THE PROPERTY SHOWN ABOVE IS LOCATED WITHIN THE
100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE
I RATE NAP, PANEL NO. 050181 0015 D, PUBLISHED BY THE FEDERAL
EMERGENCY NANAGENSNT AGENCI DATED AUGUST 5, 1985.
DATE: Z1,ZZ190 /�uyy-I Vit..•�
I.P FOUND S 870 331 02" E P. L.S. GG�171 SULLIVANU1096
COMMON A cEASEMENT DESCRIPTION ARKANSAS LOUISIANA GAS CO. R/W *412'
\ AS RECORDED IN BOOK 2 81 , PAGE - -
1 UTILITY EASEMENT DESCRIPTION
-
81°2413611
I
45'FRONT YARD SETBACK
188035'24"
Part of the southeast 1/4 of the Northeast 1/4 of Section
PROPERTY LINE
25, T-1-N, R-13-W, Pulaski County, Arkansas, being more
CURVE DATA
particularly described as follows:
I
25p.7-
-
Z� = 17010'47"
commencing at the Northeast corner of the Southeast 1/4 of
I
- --�T = 72.51'
I the Northeast 1/4 of said Section 25; thence North 87. 33'
0211 West along the North line of said SE 1/4, NE 1/4 a
R = 480.00
distance of 36.17 feet to a point on the Westerly right-of-
L = 143.93
way line of Geyer Springs Road; thence along said right-of-
way line on a curve to the left, having a radius of 681.19
-
feet, an arc distance of 36.90 feet and a chord which bears
South 05. 12' 48" East for a distance of 36,89 feet to the
POINT OF BEGINNING; thence continuing along said right-of-
way line on a curve to the left, having a radius of 681.19
ONE
feet, an arc distance of 15.01 feet, and a chord which bears
South 07' 23' 4711 East for distance feet; thence
STORY
a of 15.01
_
BLOCK
I
on a curve to the left having a radius of 465.00 feet, an
BUILDING BRICK
arc distance of 169.10 feet and a chord which bears South
69. 55' 04" West for a distance of 168.17 feet; thence South
59' 30' 00" West 149.75 feet; thence on a curve to the right
`7AQ
\ 9S �O 15' DRAINAGE a UTILITY ESMT-
>'y TO BE DEDICATED PLAT
9J� TF
By
- `Sp.
c
9s cy
Co) s
F
�sF
11F2T
I 7 I ng a adius of 435.00 chord which bearsfeet,
South 77C 481 56CeWestof 2forl feetand aa PROPERTY LINE X
I distance of 273.40 feet; thence South 04` 05' 4911 East 55.26to CURVE DATA /
I feet; thence South 85' 54' 11" West 15.00 feet; thence North
04" 05' 4911 West 58.24 feet; thence on a curve to the right
having a radius of 435.00 feet, an arc distance of 2.69 feet 0 = 100 07' 03 "
I and a chord which bears North 81' 40' 43" West for a I /
82 34' distance of 2.69 feet; thence North 81* 30' 00" West 300.65 T = 262.47
I I feet; thence South 08' 30' 00" West 498.41 feet; thence ,
North 87. 33' 5511 West 15.08 feet to a point on the East R = 2965.0 0 �O
O I right-of-way line of University Avenue; thence along said I 0
CV r right-of-way line North 08. 30' 00" East 732.81 feet; thence L = 523.58
id250.69, I South 87` 33' 0211 East 15.08 feet; thence South 08` 30' 00" /
West 219.40 feet; thence South 81` 30' 0011 East 300.65 feet;
I a• I I thence on a curve to the left having a radius of 420.00 /
feet, an arc distance of 285.89 feet, and a chord which
45 FRONT YARD SETBACK bears North 79. 00' 0011 East for a distance of 280.40 feet; / 0
I I - thence North 59` 30' 0011 East 149.75 feet; thence on a curve
to the right, having a radius of 480.00 feet, an arc
W ODI distance of 175.15 feet and a chord which bears North 69' / �n�/•
15' UTILITY EASEMENT ^ 57' 1211 East for a distance of 174.18 feet to the POINT OF V
G TO BE DEDICATED THIS PLAT N I BEGINNING, containing 25,545 square feet or 0.686 acres, /
more or less. /
o L O T I
fp 4.546 ACRES I
I 15' DRAINAGE a UTILITY ESMT.
O I TO BE DEDICATED THIS PLAT
001 I I
Z I
I I
I
I
83°5610511
P FOUND
/V_
/ •.
0
2\ 2
/
15' UTILITY &DRAINAGE EASEMENT
I / CO
TO BE DEDICATED THIS PLAT
123.111 I.P
FOUND
I.P FOUND
583.11I
5 870 33 55" E
CERTIFICATE OF OWNER CERTIFICATE OF OWNER FS 2.95'
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF SURVEYING ACCURACY
We, the undersigned, owners of the real es- We, the undersigned, owners of the real es -
I a MARK L. WRIGHT , hereby certify I GREGORY T. SULLIVAN , hereby certify
fate shown and described herein, do hereby cer- fate shown and described herein, do hereby cer- Y Y
I that this plat correctly represents a plan made that this I
tify that we have laid off, platted and subdivid- tify that we have laid off, platted and subdivid- pat correctly represents a boundary
by me, and that the engineering requirements survey made me and boundary markers shown
ed and do hereby lay off, plat and subdividp ad, and do hereby lay off, plat and subdivide eY - by CERTIFICATE OF RECORDING
said real estate in acco ee with t 1 plat I1 d estate in accordance with th' plat. of the Little Rock Subdivision Rules and Regu- hereon actually exist and their location, type
I f 't lotions have been complied with. and material are correctly shown. This document, number filed for record
( igned,), ' i (Si 19 in Plat Book
. (Signed) (Signed) Page
Date of Execution J W BRADK ,TR ST E Date of Execution ROBERT l✓ SABOW, PRES -� - - (SIGNED)
4701 HI LLSBOURGHO AVE. TERRACOM DEVELOPMENT, Date of Execution Name, 'MARK L. WRIGHT Date of xecution Name, GREGORY T. SULLIVAN
TAMPA , FLORIDA INCORPORATED Registered, Professional Registered Land
FERN SPARK, FLORIDAD-' STE. 101 Engineer No. 6074
� Surveyor No. Ions ,
Instrument No. - 90-I3478 Instrument No. 90-13478 Arkansas Arkansas
(NAME) CLERK
460.001
N, 870 3355 W
- _960 03' 55
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.
(Signed)
Date of Execution L. R. Planning
Commission
IR FOUND
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40 0 40 80
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No'6074
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NO. 109b O
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As..s►�ndtl ��
PROPERTY DESCRIPTION
Part of the Southeast 1/4 of the Northeast 1/4 of Section
25, T-1-N, R-13-W, Pulaski County, Arkansas, being more
particularly described as follows:
Commencing at the Northeast corner of the Southeast 1/4 of
the Northeast 1/4 of said Section 25; thence North 87` 33'
0211 West along the North line of said SE 1/4, NE 1/4 a
distance of 36.17 feet to a point on the Westerly right-of-
way line of Geyer Springs Road and the POINT OF BEGINNING;
thence along said right-of-way line on a curve to the left,
having a radius of 681.19 feet, an arc distance of 170.16
feet and a chord which bears South 10" 49' 0411 East for a
distance of 169.71 feet to a point on the East line of said
SE 1/4, NE 1/4,; thence along said East line South 01" 29'
1211 West 206.19 feet; thence on a curve to the left, having
a radius of 2965.00 feet, and arc distance of 523.58 feet,,
and a chord which bears South 49' 21' 2411 West for a
distance of 522.90 feet; thence North 87" 33' 5511 West
583.11 feet to a point on the East right-of-way line of
University Avenue; thence along said right-of-way line North
08" 30' 0011 East 732.81 feet to a point on the North line of
said SE 1/4, NE 1/4; thence along said North line South 87•
33' 0211 East 845.30 feet to the POINT OF BEGINNING,
containing 13.727 acres, more or less.
Ennriccring • Planning
Land Surveying
Landscape Architecture
2024 Arkansas Valley Drive
Suite 306
Little Rock, Arkansas72212"4142
Telephone 501-221-7880
CONSULTANTS, INC.
SCALE
1" = 40'
GTS
APPROVED
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