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EASEMENT pti`ars Cy F \Cy WOO D L A N D S TRAIL 1H-6651
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10' NO ACCESS
STATE PLANE COORDINATES
NORTHING EASTING
1
145882.1924
1185180.6430
2
145560,6139
1185060.9956
3
145557.6638
1185063.4461
4
145490.7667
1184851.3648
5
145493.3836
1184711.1246
6
145707.6736
1184711.1243
7
145788.1416
1184641.1295
8
145978.7649
1184645.9551
9
146134.4813
1184761.8304
10
146086,3602
1184820.2616
11
146016.2414
1185001.2496
12
146012.8775
1185091.3364
13
145975.0208
1185215.1810
ND o r
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�aA 4P. 14.23' \` 10' NO ACCESS & �� O r29,5 10' NO A ESS
® SN86'13'12"VH R/W CURVE DATA UTILITY EASEMENT ��� �0 CN SEMENT
/rye h 0 38°04'41" 25' BUILDING LINE
6 6h T 102.66' R/W CURVE DATA z 13
o�° R 297.50' A 29043'04" v m o> v
5� L 197.71' T 66.99' o l o
I R 252.50' o
L 130.96' Z CO rn
0 15' UTILITY
Lu O EASEMENT
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a 15' PERMANENT EASEMENT P.O.B.,,' N66°0
T- 0 CENTRAL ARKANSAS O 1r43
O WATER RIGHT-OF-WAY ,r3•,�
15' SEWER RIGHT-OF-WAY EASEMENT
r SUBURBAN SEWER IMPROVEMENT DISTRICT EASEMENT INSTRUMENT
AlNO. 239 PULASKI COUNTY, ARKANSAS NO. 20030787760. \
INSTRUMENT NO.2000067058
z• --- -ryy� - -I- ----- -- -- -- -
24.99' _ - -- 35
N88043'07"W
S41°22'50"W
25.12'
N88°55'51"W
FOUND CAPPED
REBAR 1348
® ® ® Y,tDSGN
MEHLBURGER DR SDN
® FIRM, PLLC
® ft,,,°° - S.r,°,°m CHK GTS
201 South Izard ❑Little Rock, AR 72201 0 501 /375-5331 APVD GTS
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5.634 ACRES± 1 1 1
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4.79' S� 2
10.89,
N88055'51"W 140,26' O
4
S39042'54"E
3.84'
FOUND 1/2" GENERAL NOTES
REBAR 1. SET 1/2" REBAR WITH CAP AT
ALL LOT CORNERS.
2. ERROR OF CLOSURE EXCEEDS 1/20,000,
1109
34
33
G3L�M�L� O[� DOC�M[ulL�fr ]4�3
THE PLANS AND SPECIFICATIONS INCORPORATED
HEREIN, AS A PRODUCT OF DESIGN SERVICES,
IS THE PROPERTY OF THE MEHLBURGER FIRM
AND IS NOT TO BE USED IN ANY OTHER DESIGN
WITHOUT EXPRESS WRITTEN PERMISSION.
NO. DATE REVISION BY APVD THE MEHLBURGER FIRM
So�rTr
r
_ .. IIIM11�11�
CERTIFICATE OF SURVEYING ACCURACY
l 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 'th.
S z 4 ro a
Date of Execution Grego Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I,CURTIS W. SCHAFFHAUSER , hereby certify that this
plat correctly represents a plan made by me, and that
the engineering requirements of the Little Rogk Subdivision
Rules and Regulations have been ied h.
s-zy-C>
Date of Execution Curtis W. lVoffhouser
Registered Professional
Engineer No. 12037
Arkansas
FLOOD PLAIN CERTIFICATION
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 0081 F, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED OCTOBQER 19, 2001.
DATE: S zf d(-
GR Y T. SULLIVAN
AR PLS NO. 1096
PROPERTY DESCRIPTION
Part of the NE 1/4, SW 1/4 and part of the SE 1/4, SW 1/4, Section 8, T-1-N, R-13-W, Pulaski
County, Arkansas, more particularly described as follows:
Commencing at the Northwest comer of Lot 35, Block 7, of the Corrected Final Plat of Woodlands
Edge Addition (Plat H-642); thence North 66000' 13" West 11.43 feet to the POINT OF
BEGINNING; thence South 20"24'30" West 343.12 feet; thence South 39°42'54" East 3.84 feet;
thence South 72°29'35" West 222.38 feet; North 88°55'51" West 140.26 feet, thence North
00°00'00" East 214.29 feet; thence North 41 °01 '06" West 106.65 feet; thence North 01 °27'01" East
190.67 feet; thence North 36'39' 10" East 194.11 feet to a point on the Southerly right-of-way line
of Woodlands Trail; thence a]ong said right-of-way line South 5091'36" East 75.70 feet; thence
continuing along said right-of-way line on a curve to the left having a radius of 297.50 feet, an arc
distance of 197.71 feet and a chord bearing and distance of South 68°49'21" East 194.10 feet;
thence continuing along said right-of-way line South 87°51'42" East 90.15 feet; thence continuing
along said proposed right-of-way line on a curve to the right having a radius of 252.50 feet, an arc
distance of 130.96 feet and a chord bearing and distance of South 73'00' 10" East 129.50 feet;
thence South 20°24'30" West 99.05 feet to the POINT OF BEGINNING, containing 5.634 acres,
more or less.
VEROFT $CALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 � 1'
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
FINAL PLAT OF PART OF THE
SE1/4 SW1/4 AND NE1/4 SW1/4,
SECTION 8, T-1-N, R-13-W
PULASKI COUNTY, ARKANSAS
VICINITY MAP
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate 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. ROr� [ .�
Y✓o�J.GLt ..�+. LLf_,
Date of Execution Name
Address ZOZYz4r Ito-i"Dr-
Source of Title: D.R. Page ^
Instrument No. spa 30 -3
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.
Date of Execution L.R. anning
Commission
CERTIFICATE OF RECORDING
This document, numberfiled for record
2Od4, in Plat Book AL Page %. 3
(Signed)
Clerk
PAT O'BRIEN, Circuit County Clerk
`ttnuutrq,,
ISTER��,
STATE
ARKA AS
iT:
erox�4:
LA�
FINAL PLAT OF
TRACT R -A
WOODLANDS EDGE
SHEET 1 of 1
DATE 5-22-06
PROJ N0. 206-131