HomeMy WebLinkAboutS-1313-C Map 3PROPERTY LINE
CURVE DATA
ZS 00'27'58"
R 825.00"
CERTIFICATE OF SURVEYING ACCURACY
I, B. MICHAEL WATSON , 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. n
Date of Execution B. Michael Wdtson
Registered Professional
Land Surveyor
No. 957
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, WES LOWDER , 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.
G Z o'3 dl�
Date of Execution Wes Lowder
Registered Professional
Engineer No. 4943
Arkansas
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 re estate in accordance with
this plat.
- 2 - 0'0 4"t� I'Aer" be✓
Date of Execution Name P
Address P.O. Box 3157
Little Rock, Ar. 72203
Source of Title:
Instrument No. 20010554-07 & 2003033 75
S:\2002PRO\202-190\FINALPLT
850'53'38"E
22.79'
N74°29'27"E
CER11FICATE 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 certificat(-, is hereby executed under the authority
of said rules and regulations.
c Lt.1 i L 0
M
CERTIFICATE OF RECORDING
This document, number 200,054591 filed for record
+n to 2D in Plat Book, Page 0
(Signed) "� n
w'AhO YN ST I EY, Circuit County Cb R r 44*
.9f
Clerk
1, t' 15 _
Date of Execution L.R. PlahTl
Commission
1 SET 5/8" REBAR WITH CAP
AT ALL LOT CORNERS.
2 ALL DISTANCES ALONG CURVES
ARE CHORD DISTANCES.
3 ALL EASEMENTS ARE FOR UTILITY
AND/OR DRANIAGE PURPOSES.
4 TRAOTS K, L, M, N AND O ARE
PROTECTED GREENBELT AREAS.
CONSERVATION &
11,, ...
PAGIS BOUNDARY COORDINATES
CURVE DATA
bl-UUN 2
WOODLANDS EDGE
PHASE I (PLAT G-468)
NO.
NORTHING
EASTING
1
145285.32
1186842.09
2
145300.21
1186833.43
3
146363.72
1186788.94
4
145417.51
1186739.25
5
14547 0.08
1186678.79
6
145528.42
1186610.26
7
145584.11
1186644.09
8
146626.94
1186482.76
9
145767.35
1186569.43
10
145763.80
1186575.12
11
145852.70
1186630.99
12
145828.47
1186684.91
13
145801.94
1186720.03
14
145787.57
1186737.71
15
145780.11
1186746.48
16
145713.63
1187015.64
17
145722.3722.37
,
1187047.15,}
18
145712.98
1187180.85
19
145678.82
1187281.63
20
145600.67
1187544.39
21
145660.08
1187754.03
22
145589.94
1187868.24
23
145546.15
1187877.59
24
145621.59
1188076.22
25
145400,03
1188301.41
26
145324.80
1188074.81
27
145182.79
1187797.46
28
145172.32
1187788.79
29
145239.40
1187478.74
30
145247,48
1187392.68
31
145262.12
1187300.31
32
145264.14
1187278.39
33
145275.04
1187177.49
34
145355.22
1187131.01
35
145431.06
1187081.30
36
145348.64
1186938,37
37
145341.56
1186942.39
FLOODPLAIN
PROPERTY DESCRIPTION
-S39037'39"W
13.59'
Part of the Southeast 1/4 of Section 8, T-1-N, N-13-W, Pulaski County, Arkansas, more particularly
described as follows:
BEGINNING at the Northwest corner of Lot 6, Block 4, Woodlands Edge Addition (Plat G-468); thence
North 30' 09' 43" West a distance of 17.23 feet; thence North 35- 00' 46" West a distance of 77.54
feet; thence North 42° 43' 53" West a distance of 73.23 feet; thence North 48' 59' 55" West a distance
of 80.12 feet; thence North 49' 35' 14" West a distance of 90.00 feet; thence North 49' 55' 08" West
a distance of 86.49 feet; thence North 55' 04' 04" West a distance of 74.80 feet; thence North 31' 41' 01"
East a distance of 165.00 feet; thence along a curve to the right having a radius of 825.00 feet and an are
length of 6.71 feet and a chord which beers South 68' 05' 00" East a distance of 6.71 feet; thence North
32' 08' 59" East a distance of 105.00 feet; thence South 65' 47' 49" East a distance of 59.11 feet;
thence South 52' 56' 05" East a distance of 44.01 feet; thence South 50° 53' 38" East a distance
of 22,79 feet; thence South 49' 37' 30" East a distance of 11.51 feet; thence South 76' 07' 32"
East a distance of 277.25 feet; thence North TV 29' 27" East a distance of 32.70 feet; thence South
85' 58' 46" East a distance of 134.03 feet; thence South 71' 16' 37" East a distance of 106.41
feet; thence South 73' 26' 14" East a distance of 274.14 feet; thence North 740 10' 42" East
a distance of 217.89 feet; thence South 58' 26' 50" East a distance of 134.03 feet: thence South
12' 03' 10" East a distance of 44.78 feet; thence North 69' 12' 03" East a distance of 212.47
feet to a point on the Southerly line of Lot 72, Block 13, Cherry Creek Addition (Plat E-814); thence
South 45' 27' 53" East along the Southerly line of Lots 72-76, said Block 13 a distance of 315.91
feet to a point on the Westerly line of Brodie Creek Community (Plat E-745); thence South 71' 37'
57" West along said Westerly line a distance of 238.76 feet; thence continuing along said Westerly line
along a curve to the left having a radius of 620.00 feet, an are distance of 314.97 feet and a chord which
bears South 62' 53' 13" West a distance of 311.59 feet; thence continuing along said Westerly line
South 39' 37' 39" West a distance of 13.59 feet to the Northeast corner of Tract C, said Woodlands
Edge Addition; thence North 77° 47' 35" West along the North line of said Tract C and Lot 23,
Block 2 a distance of 317.22 feet; thence North 84' 38' 11" West along the North line of Lot 24, said
Block 2 a distance of 86.44 feet; thence North 80' 59' 29" West along the North line of Lot 25, said
Block 2 a distance of 93.53 feet; thence North 84' 44' 56" West along the North line of Tract D a
distance of 22.01 feet; thence North 83° 50' 03" West along the North line of Lot 26, said Block 2
a distance of 101.49 feet; thence North 30' 06' 01" West along the East line of Lot 28, said Block
2 a distance of 92.68 feet; thence North 33' 14' 12" West along the East line of Lot 29, said Block
2 a distance of 90.68 feet to the Northeast corner of Lot 29, Block 2, said Woodlands Edge Addition;
thence South 60' 01' 42" West along the Northerly line of said Lot 29 a distance of 165,00 feet to
a point on the Westerly right-of-way line of Woodsgate Drive; thence South 29' 37' 35" East along
said Westerly right-of-way line a distance of 8.14 feet to the Northeast corner of said Lot 6, Block 4;
thence South 60' 43' 09" West along the Northerly fine of said Lot 6 a distance of 115.00 feet to the
POINT OF BEGINNING, containing 611,362 square feet or 14.035 acres, more or less.
\/Ir'II\I1'TY
BRODIE CREEK
PLAT E-745
FLOOD PLAIN STATEMENT
A PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050131 0081 F, PUBLISHED BY THE FEDERAL.
EMERGENCY MANAGEMENT AGENCY DATED OCT'OBER 19, 2001.
1
r
t
S
Signed
BY: �
DATE: t
CHERRY CREEK
PHASE XI
PLAT E-814
60 30 0 60 120
Scale:i"=60'
THE
FIRM RGER
rsontteee.-soema"..-s„,a<yo.a
DSGN
[CM�3@ Of� DOC�MG`�L[�4�
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.
THE MEHLBURGER FIRM
MLRI;=UPY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
o®i
IF NOT ONE INCH ON
THIS SHEET. ADJUST
SCALES ACCORDINGLY.
FINAL PLAT OF PART OF THE SE I /4,SW 1 /4,
AND THE SW1/4 NW1/4,
SECTION 8, T-1-N, R-13-W,
PULASKI COUNTY, ARKANSAS
FINAL PLAT OF: SHEET 1 OF 1
LOTS 30-52, BLOCK 2; LOTS 7-12, BLOCK 4; DWG
NO.
TRACTS K, L, M, N AND 0 DATE 5-22-03
WOODLANDS EDGE PROJ 202-190
NO.
DR SDN
CHK BMW
APVD BMW
N0.
DATE
REVISION
BY
APVD
tot south Izard ❑Little Rock, AR 72201 ❑Sntj375-5331