HomeMy WebLinkAboutS-1313-G Map 1�I1GA ACCURACY
CERTIFICATE RTIFIcATr or SURVEYING
CERTIFICATE ICA1, OF FINAL APPROVAL
B MICHAEL WATSON hereby certify that
Pursuant to the Little Rock Subdivision Rules and
1, de
this plat correctly represents a boundary, survey ma
f approval having
1 F tits conditions o a
and all o P 9
2 ulations P [Regulations,
been completed, this document is hereby accepted.
verified me, all monuments required actually exist
This certificate is hereby executed under the authority
urve in
and are correctly shown hereon and that all s Y 9
a
0( said rules and regulation
requirements of the Little Rock Subdivision Rules and
Regulations have been complied withith.
f
d ,5/
Date of Execution L.R. Pla g
Commission
Date of Execution B. Michael atson
red Professional al
Registered
Land Surveyor
No. 957
Arkansas
CERTIFICATE OF RECORDING
CERTIFICATE OF ENGINEERING ACCURACY
This document, number �fYX1P1Lke%119 filed for record
1, WES LOWDER , hereby certify that this
••--���������� � r1 1 t Book (](� I
Page
and that
me a
plat correctly represents a plan made by ,
PI
• I 1. Irl Plot , yL-.]
s.J1�0�-9
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
(Signed)
S 7f/�f
AREY, Circuit County Clerk &Recorder
COLYN STAL
Date of Execution Wes Lowder
Clerk
Registered Professional
�� CIRGVj
Engineer No. 4943
Q� c^;-h T
10
Arkansas
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q YYY y
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Z•I
CERTIFICATE OF OWNER
N /
We, the undersigned, owners of the real estate shown
have
a ti
pG4sr/cgol1t15p0.1aa'
and described herein, do hereby certify that we
laid off, platted and subdivided, and do hereby lay off,
plat and subdivide said re state in accordance with
t..
71
this plat.
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d,6 G/.�i! L U12. / I�l'( Pa(f li•Q�i./
FLOOD PLAIN STATEMENT
(
Date of Execution Name
A PORTION OF THE PROPERTY SHOWN IS LOCATED
Address P.O. Box 3157
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
Little Rock. Ar. 72203
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0081 F, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 200
Source of Title:
1 i ent No 2001056467 & 20Q3033275
CENTERLINE CURVE DATA
4 5
CURVE NO 1 2 3 6
0 0 0
DELTA 07°42'34" 09606'23" 34°48'43" 13049'36" 28'03'27"" 52°40.23"
RADIUS
397.48'
350.00'
524.78
1000.00'
400.00'
276.00'
ARC
53.48'
55.63'
316.85
241.32'
195.88'
252.81'
TANGENT
26.78'
27.87'
164.52
121.25'
99.95,
136,13'
CURVE NO.
7
v
8
v
9
�
IU
v
11
12
DELTA
27*13*41"
58035'26"
09°28'11"
09°28'11"
03031'18"
11°03'27"
RADIUS
130.00'
190.00'
200.00'
200.00'
8DO.00'
300.00'
ARC
61.78'
194.29'
33.06'
33.06'
4 .17'
9
52.90'
TANGENT-
31,48'
106.60,
16.57'
16.67'
24,59'
29.04'
\ 6
VT
t5' SANITARY SEWER \ 6 \ l
EASEMENT IfJS T. NO. 3 S 31
so-167st ��> Z
F v L�
31 Cl
\/� \ 10
a
n
.r
n
l i•
J
FLOODWAY/FLOODPLAIIJ
'a' .• $ r I DIT NAGE EASEMENT \`
_ Bt.8�e3Sao-B30 E r r \"
'Sh Nai•40'2t'E `,- .15''915' SANITARY SEWER
C� B0'a�• EASEMENT INSr. NO.
,p BLOCK 2 t& 1 T��T?rF 95-17293
�''f ' r_6,p• S
qq� qp co<
29 " � � ry �DR 111AGE AND/ E �O Y2
6' 4 v DRAINAGE EASEMENT m1. Ok
ns rum J-4..
CERTIFICATE OF RECORDING
This document, number 2061113I_Lfiled for record
I( 1i in Plat Book Page q(10
(Signed) � /b417 C-- V1/P %I
NOTES
yo'.
1
SET 5/8" REBAR WITH CAP
o-
t
AT ALL LOT CORNERS.
j 27 s
sv74a
7�a
2
ALL DISTANCES ALONG CURVES
m 4(l
T ?
ARE CHORD DISTANCES.
m ��
3
ALL EASEMENTS ARE FOR UTILITY
a
i
AND/OR DRAINAGE PURPOSES.
f
!'"
4
TRACT K-1 IS A PROTECTED
GREENBELT AREA.
7g
5
ERROR OF CLOSURE EXCEEDS 1/10,000.
has
v
PAGIS COORDINATES
NORTHING EASTING NORTHING EASTING NORTHING EASTING
1 145738.01 1186520.96 19 145947.84 1186125.79 37 145682.43 1188014.42
2 146638.19 1186463.85 20 145961.60 1186173.88 38 145621.60 1188076.23
3 146669.91 1186396.64 21 146973.49 1186307.26 39 145546.16 -187877.60
4 145688.06 1186325.88 21A 146966.49 1186306.82 40 145589.95 187868,25
5 145692.55 1186253.07 22 145962.09 1186324.87 41 145660.09 1187754.04
6 145684.29 1186170.73 23 146054.92 1186348.33 42 145600.68 1187644.40
7 145673.89 1186081.34 24 146143.60 1186366.03 43 145678.83 1187281.64
8 145663.43 1185988.66 25 146254.49 1186379.95 44 146712.99 1187180.86
9 145664.10 1185887.63 26 140365.23 1186423.29 45 146722.39 1187047A6
10 145667.92 1185798.74 27 146462.66 1186473.81 46 145713.64 1187045.65
11 145666.47 1185721.08 28 146545.34 1186520.94 47 145780.13 1186746.49
12 146826.51 1185703.56 28A 146490.84 1186604.79 48 145787.58 1186737.72
13 145826.79 1185715.15 28B 146507.72 1186615.40 49 145801.96 1186720.04
14 145941.10 1185702.56 29 146562.61 1186531.80 50 145828.48 1186684.92
15 145947.87 1185804.43 30 146765.71 1186676.02 51 145852.72 1186631.00
16 145933.99 1185896,04 31 146752.83 1186704.23 52 145763.82 1186575.13
17 145917.07 1185979.34 32 146641.66 1187066.44 53 145767.37 1186569.43
17A 145831.31 1186005.63 34 146206.28 1187479.30 54 145724.81 11813543.16
17B 145833.62 1186026.50 35 145993.90 1187591.32
18 145925.52 1186015.81 36 145857.89 1187897.30
576018'31"E
N74'02'14"E
50.02' 12 N84"54'1? E
PROTECTED GREENBELT BUFFER to 20 133.91 .
N86°11'52"E 15 S81"23'03" 31•AVE t9 Z 't8
°33
14` 102 09'. . 92.66, E t6 S7 TITS u n 1 m „\ 503 7 C
22' 13
P' g e510
17 '� tt'�°�.1 BLO k
Z 1 LOrL1K 90 0� �) �1 m x� £1.. IBA
m
8 44' CH.e S87.31'43"E 127.3---4' --O N8TS6'Ofi'E(�9�- •-- 80.00' 'of "" h
\ {{{---� -�q�.� Z •4 iO w 3, is "E 76.53"
183'42'50•E N87.4490" 1'4 - 3 67.31'43'E 46.01- Cll. - J - 1-DRAIN�Oc EASEMEN
NAB'57'I6_E l p $
UTILITY AND A • 0 25' BUILDING LINE o & 0 16 m
- OR DRAINAGE 3 w n m V
EASEMENT 61�
UTILITY AND
y1B J E7DRAINAGE
ASEME
�\ '0 0• 2 1 y tn�n 20 m 1 m - c p,T N EASEMENT
�• ----!{ -- --o, :; o CONSERV. g275, .6
' BLOCK 4 y o 9o.ou'" 6 °
93.26 „ 7 S84 16'17"W NS
t1 �056605W ioN87g32'21' W �N89°31' 13'W ®S83°33'b2 W S83°21'53 W
\� PROTECTED GREENBELT BUFFER
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PROJECT
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CHERRY CREEK PHASE XII
PLAT F-104
12
13
PROTECTED GREENBELT BUFFER
VICINITY MAP
'FLOODPLAIN ' \
I \ •/ 26
PRIVATE DRI1jE
'W I \ 34
'E to- LANDSCAPE 8 \\
I. `SIGN EASEMENT ,
4.FRIVATE
5- ACCESS 4 UTILRY AND R DRAINAGE EASEMENT\ DRIVE \ 27
Ln
\ FLOODWAY
TRACT K-1 \ \ • mod].
PROTECTED \ 0
6fi507B4J' BUFFER
GREENBELT \ \`qs
a
FLOODPLAIN-T \ •• O
\1
oak\ \
~� Sr CAB \ \
2N.
066-0288 A°jPry \
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PROPERTY DESCRIPTION
Pert of the Southwest /4 the Sout
heast 1/4 of the So
uthwest 1/4 and the Northeast 1/4 of the Southwest 1/4
1
all In Section 8. T-1-N, R-13-W, Pulaski County. Arkansas, more particularly described as follows:
0 Block 4 Woodlands Ede Addition Plat G-678 • thence - - - -most corner of Lot 12 BI ( 1
BEGIN
NING et the Northern g
along the Westerly right-of-way line of Woodsgate Drive on 'a curve to the felt having a radius of 775.00 feet, an
arc distance 25.83 feet and a chord bearing and distance of North 59' 16' 17' West 25.83 feet; thence
South 29' 46' 25" West a distance of 115.00 feet; thence North 64. 45' 45" West a distance of
f 72.95 fe • thence North 6' 2' 2' West
8' 00" West a distance t. 0 eG 8 0
74.41 lest; thenoe North T5• 3
a distance of 72.96 feet; thence South 84. 16' 17" West a distance of 82.75 feet; thence South 830
21' 63" West a distance of 90.00 feet; thence South 83. 33' 42" West a distance of 93.26 feet; thence
North 89. 37' 13' West e distance of 101.0 4 feet; thence North 870 32 27 West a distance of
88.97 leaf• thence South 88' 66' 06" We
st a distance of 77.67 feet; thence North 06. 17' 10' West
e e
a distance of 160.00 feet; thence along the Northerly right-of-way line of Woodsgate Drive North 83'
42' 60" East a distance of n.66 feet; thenoe North 06. 17' 10" West a distance of 115.00 feet; thence
No hence South 111. 23' 03" East a distance of 92.66
I North 86. 11' 62" East e distance of 102.09 feet; t
feet; thenoe South 780 31' 10" East a distance of 86.00 feet: thenoe South 17. 39' 17" East e
distance of 90.00 feet; thence along the Northerly right-of-way line of Woodsgate Drive North 83. 21'
53" East a distance of 20.00 feet; thence North OB• 38' 07" West a distance of 92.52 feet; thence North
78' 31' 41' East a distance of 112,22 feet; thence North 74' 02' 14" East a distance of $0.02 feet;
thence North 84' 04' 13" East a distance of 133.91 feet; thence South 03' 33' 18" West a distance
of 7.02 feet; thence South 76. 18' 31' East a distance of 18.57 feel; thence North 14. 11' 11' East
a distance of 95.75 feel; Ihence North 1t• 17' 01" East a distance of 90.43 feet; thence North 07•
09' 22• East a distance of 111.76 teat; thenoe North 21. 22' 26' East a distance of 118.92 feet; thenoe
North 27' 24' 21• East a distance of 109.75 feet; thence North 29. 41' 08' East a distance of 96.17
feet; thenoe South 66. 68' 36' East a distance of 100.00 feet; thenoe along the Westerly right-of-way
line of Windrush Point on a curve to the right having a radius of 60.00 feet, an are distance 20.07 feet and
f t 1
e I and distance of No
rth Ih 32. 08' 61' East .94 feet; thence North 56. 42' 47' West 9
a chord bearing g
e distance of 249.09 feet to Dint on the
a distance of 100.00 feet; thenoe North 36. 22' 44' East p
Southerly line of Lot 7, Block 13, Uhnrry, Creek Addition [Plat F-104); thenoe South 65' 28' 22" East
along the Southerly line of Lots 7 and 8, said Block 13 a dislanoe of 31.01 feet; thenoe South 59' 03' 17"
East along the Southerly line of Lots 8-13, said Block 13, a tllstance of 410.67 feet; thenoe South 51'
34' 56" East along the Southerly line of Lots 13-15, 17-19 and 26, said Block 13. Cherry Creek Addition IPlat
E-83) a distance of 539.71 feet; thenoe South 27' 48' 29" East along the Southerly line of Lots 26 and
27, said Block 13, a distance of 240.11 feet; thence South 66. 02' 05" East along the Southerly line of
Lots 41-43. said Block 13, a dlslance of 334.85 feet: thence South 33. 43' 18" East along the Southerly
line of Lots 69-71. said Block 13. Cherry Creek Addition [Plat E-814) a distance of 210.96 feet; thence South
45• 27' 28" East along the southerly line of Lots 71 and 72, sold Block 13. a distance of 86.72 feet to
file Northeast corner of Trnot K. cold Woodlands Edge Addition ;(Plat G-678) thenoe South 69. 12' 09"
West along the North line of sold Tract K a distance of 212.47 feet to the Southeast corner of Lot 40, Block
2; thence North 12• 03, to" West along the East line of Lot 40, said Block 2 a distance of 44,78 feet;
thenoe North 58° 26' 50" West along the Northerly line of Lot 40, said Block 2 a distance of 134.03 feet;
thenoe South 74' 10' 42' West along the North line of Lot 40. 41 and 42, sold Block 2 a distance of
217.89 feet; thence North 73. 26' 14" West along the North line of Lot 43, 44 and 45. Bald Block 2 a
distance of 274.14 feel; Ihence North 71' 16' 37' West along the North line of Lot 46, said Block 2 a
distance of 106.41 fe•,t1 thence North 85. 58- 46" West along the North line of Lot 47. said Block 2 a
distance of 134.03 last; thenoe South 74' 29' 27" West along the North line of Lot 48, said Block 2 a
distance of 32.70 last; thence North 76• 07' 32" West along the North line of Tract N. said Woodlands
Edge Addition a dl Jtance of 277.25 feet; thence North 49' 37' 30" West along the North line of Lot 51.
said Block 2 a Offence of 11.61 feet; thence North 50. 53' 38" West along the North line of Tract M.
said Woodlands ':dgi Addition a distance of 22.79 feet; thence North 62' 56' 06" West along the North
line of Lot 52. ;aid Block 2 e distance of 44.01 feet; thenoe North 66. 47' 49" West along the North line
of Lot 62. caW Block 2 a distance of 59.11 test! thence South 32. 08' 59' West along the West line of
Lot 52. said Flock 2 a distance of 106.00 feet io a point on the Easterly right-of-way line of Woodsgate Drive;
thence along sold Easterly right-of-way line on a curve to the left having a radius of 825.00 feet, an arc length
of 6.71 feet and a chord bearing and distance of North 68' 06' 00' West along said Easterly right-of-way
line a dlstaroe of 6.71 feet; thenoe South 31. 41' 01" West a distance of 50.00 feet to the POINT OF
BEGINNING containing 1,230,633 square feet or 28.249 acres, more or lose.
%,Jill,11
�•�,G131Q I , �•,
RTATR OF 0.
t nnxntTl�La
eT lV f3 '.•
14 .• C••/yw� „��'
CHERRY CREEK It
111t11,``\\O�
PLAT E-89
42
\
Ss 43
• \F o
TRACT K-1
80 40 0 80 160
Scale,l"=80'
sa1'7e'ii•E''�-1`ir t7 u; ,gt 69
Z $^ 9a z5•
'�01 6Sv` 11• 5U UTILITY w.
q OI'J52°56'05"W 44.01' DRAINAGE EAISEMENT D 0 _ \ \
!'E Y2t.te' CN_ �._ 5\ (4yF.n]" v, tS, 8 I u`a• ^Fp,�a1 ry10 o \ \.PWe
979yq'@^E S 0 . 'Ve4�rg� \ ,b's /O p/ w ° N32'44'47•E 29.44� ,� ri y1 ^ i�5' UTILITY AND/OR v.
319,9T ry \S 426\( o q r5 ^ N50 53'38"W 22.79' / o• o °O A v/ DRAINAGE EASEMENT F \N , p
U � \@sa 7W r q .0 q/ as N49°37'30"W 11.51' S`/\�ja
OH, 11 •i 53 Iry 52 46 r7 Nt6.03Yi'W 24.19 �\ ,y,.TOB B- ypp
2a• �w(D- (N �T?' yRv�Oj •.F 8z y e1' J 1• \\ 'Ay, -o _ _ _ .a'� / \ .ate 7 0
4 L NF C/Y 04• .h V `1 01
\\ de. ` i7.57' 9 / \\ O
678° 5'00"W ��PO, B�OC N76°o)'32.,� '% _ 46 45 AA I NO'SVTILITY AND/OR �\ N5j0 78^w N51'12S4 W 148.0
f00.E0'
n A /1 z6 O O DRAINAGE EASEMENT
j > \ 64�`S31041'01"tp/ �Il 2 - TRACT N N85°58'46'"W' 134.03' \ \ t0' UTILITY AND/OR FLOODPLAINJ
m� O 60.00' - 1 '70` N33'00'21'W 55.25'\ \ DRAINAGE EASEMENT °®o• 37
- S74°29'27"W Ni ,•• 10' UVLITY AND/OR
! 13 .y �,S\. N59 16'17"W, 6.q \
CAS , ;\ 0� /r� , 25,83' CH, 32.710' 1°,6",37 -yc JQ�._� \ DRAINAGE EASEMENT
W Nr5°3g o , U /� \ \ \ � • �b ' 12 !yo 50 A$ Al / N�3°2a N20'62'68'E 28.91' ��.// 41 ` FLOODWAY
UTILITY EASEM �t'q ?q'g7' �4 �� - GS. 2jq. 14
DRAINAGE EASEMENT 'aS• �� O \ C nor ��•'10
A9 _. .. .. .,' AG • .�� IJ1A SANITARY SEWER TO nl
\ 1 _ J f 42 EASEM!iNT INSTRUMENT •✓ . Og
\ e(O WOODLAIIDS EDGE NO. 2J04019804 NA \ 6 12
PHASE It (PLAT G-678) _ (.V{•� '��.� / AA i Al AO O°"4 / s
O� So
�...._. _. % TRACT K
/7�FI
A /� 2 \ \ 10 po1N r j A
3 39
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FM99@9 @ DD @@UGC 90r @
THE PLANS AND SPECIFICATIONS INCORPORATED
HEREIN, AS A PRODUCT OF DESIGN SERVICES,
IS THE PROPERTY of THE MEHLBURGER FIRM
AND IS NOT '10 BE USED IN ANY OTHER DESIGN
Wf(HOUT EXPRESS WRITTEN PERMISSION.
THE MEIILDURGER rIRM
w[Er1UIFT op°ALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 1
IF (JOT 014E INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
FINAL PLAT OF PART OF THE SE1 /4,
THE SE 1 /4 SW1 /4 AND THE NE1 /4 SW1 /4,
SECTION Li, T-1-N, R-13-W,
PULASKI COUNTY, ARKANSAS
CORRECTED FINAL PLAT OF:
LOTS 53-84, BLOCK 2; LOTS 13-21, BLOCK 4;
LOTS 1-4, BLOCK 9; TRACT K-1
WOODLANDS EDGE
mma®a
_
-
Bl`
APVD
REVISION
CHERRY CREEK
PHASE XI
PUT E-814
73
SHEL1 1 of
DWG
NO,
DATE 5-24-04
PROJ 203-168