HomeMy WebLinkAboutSite PlanC:LEGEND (CONSTRUCT)
LINEWORK
EASEMENT/BUILDING SET BACK
RIGHT OF WAY
PROPERTY LINE
ROAD CENTERLINE
SYMBOLS
O FOUND IRON PIN
• SET IRON PIN
U.E. = UTILITY EASEMENT
D.E. = DRAINAGE EASEMENT
B/S = BUILDING SETBACK
OWNER/DEVELOPER: AR L DEV, LLC
4058 N. COLLEGE, SUITE 300
FAYETTEVILLE, AR 72703
PHONE: 479.455.9090
'GENERAL NOTES:
1. BASIS OF BEARINGS. AR STATE PLANE COORDINATES,
NORTH ZONE-301, AS DETERMINED BY GPS OBSERVA1101
2. SUBJECT ••O• t
PROPERTY3. i
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE
COORDINATE SYSTEM, NORTH ZONE (0301), DETERMINED BY
GPS OBSERVATIONS, APPROXIMATE CONVERGENCE ANGLE IS,
-OV 14' 02.45028".
DISTANCES ARE STATE PLANE GRID DISTANCES. COMBINED
ADJUSTMENT FACTOR = 1.000055996.
PARCEL- 441_1883000700 PARCEL 441_1883200200 ,T , , ICE]kTIFICATE OF OWNER
GOODWIN JACOB ARRON JARAMILO, LOUIS/VIOLA NORTHING: 131647.37 CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF ENGINEERING ACCURACY
728 KOEN LN DAVID 0 DODD ROAD EASTING: 1191461.32� I, JASON H. GRAYHA' ______.__ f rteb f ck rfify tftat 1, _ �AD1_EY A, PETERSON hereby certify that this We, the undersigned, owners of the real estate shown
LITTLE ROCK, AR 72,204 LITTLE ROCK, AR 72204 � P, r�.,�yL.te and described herein
ZONING: R-2 ZONING: R-2 this plat correctly reFres i-As rf !� oQndcr). st�r�rey plat correctly represents a plan made by me, and that , do hereby certify that we have
POINT OF COMMENCEMENT or verified by me, all r 1`Jnur7lc;nts retltairecj u: t.c�csl'Y txisl t1��; engineering requirements of the Little Rock Subdivision laid off, platted and subdivided, and do hereby lay off,
NORTHING: 131665.83 - and are correctly shown, hereon nr'd tl••i;;rr, (30 ;1utv�sYir)9 Rules and Regulations have been complied with. plat and subdivide said real estate in accordance with
EASTING: 1190984.37 POINT OF BEGINNING- requirements of the Little Rack Subdivision Rule, t:1r1d this plat. �Ot��
54.08' S87. 48' 8'E 477.54' N87 4a' 28 W -- Regulations have been �. )r71131iFd wii^ ? M _/ } <' j" `�(�.. ° C%/`l,
113.24' 60.00' 60.00` 60A0'' r; ter. Ckste of Execution B adle . Peterson f-
62.00' 68.22 Date o Execution Name AR L DEV. LLC
--- --- - -- - _ V �t Registered Professional
z- U.E. -- -� - - '" "- - Engineer No. 13217 Address 4058 N. COLLEGE, SUITE 300
J ti DoExecution ;Arkansas31 4r
9130.03 w �r' Sit,iwe
�, Yofessicmal Load yor FAYETTEVILLE, AR 72703
SO FT 32
' 30 � t 717s,67 34 35 - -CNIIt'a. G6y 7 Source of Title: VVD 2019-012320
p, ° Q 7199.80 ® 7199.85 g � Arkanso
13276.46 o SO FT ° SO A N n o 7c04c4r736
a !t
® 22
w 7198.99
SO FT
N82° 01' 02'w
-- --- -_-_ r�Q 21
1 ( Sty FT
S° of, 0 "w
119, 98'
S 20
' 7199.00 {
So FT
AVANT GARDE DRIVE
S87° 48' 25-E 191.98'
7'w _ hIR70 An° �c•w �
8811.02
SO FT
PARCEL 440883000902
CLEMENTS, STUART ALAN & BERNICE
11415 DAVID 0 DODD ROAD
LITTLE ROCK, AR 72204
ZONING: R-2
NORTHING: 131327.69
FASTING: 1191441.38
`,S)txttt�trr►trf�y j
'E�!ltfiitStit��
A
r '
40'
NORTH[NAG: 131315.08
_-1 4 FASTINC- 1191709.74
fQ4 060 45" 42 W 39 n j Aw"ti.
F �_ 7847- N7ge j 4
7Q ?,7 lnx.1 LY..
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L 100
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01' - 2° 1 1 SO
FT t
11ff.98' W 01' 0 120.00' 2D'_J. 53 �
N82° 01' 02- �., 1 n7 54 t . % 1 41 �i
I 19 ' ?n 120. p0' a ^ SO FT 4 9526 6 . v5 `� n� '1,}'i
rc n 1 51 " o N SQ FT Ei BE T, 2Ei tc r 1 s< {
+ 7139.64 c�, I 1 o, �, rn 52 0 0 ° < r 3
( SO FT 76 t 10515.88 " 7050.00 ' z 1 I Sii > I * t i 8:02
FLOODPLAIN
TRACT C WILL REMAIN IN
THE OWNERSHIP OF I
COPPOLLA INCORPORATED
FLOODWAY
NORTHING: 130528.18
FASTING: 1190824.62
LAND AND REALTY LLC.
PARCEL- 44L1883000900
C AND P LAND AND REALTY LLC
99 ORLE CIRCLE
LITTLE ROCK, AR 72223
,;^GATE p�
ARKAN�'AS
n
REGISTERE]
L '
3217
s
[-:NORTHING: 131242.39 -
' FASTING: 1191881.20
' f
i
n
0
i
s Ii
I `- NORTHING: 130998.00
EASTING: 1191914.6E
I C
r�s
EXIST. SS ESYT. 20'
2 c'
7004. C ° 96-53720
SO FT
PARCEL 44L1883006200
3° 34" MARTINA, EDWARD JAMES
113.40 j U.1 11309 DAVID 0 DODD ROAD
11 `„ LITTLE ROCK, AR 72204
7004.68 N ZONING: R-2
SO FT '-
°s
i Z
l° 28' 3"E
25 E. 6.45 65,0r1' 8� 1 + 112.E6' I
-- _Go J
w _. _ - �.41
1JJ3t 3 3 ---� 1 -_. _ .w. _ - 4 1
N T
j ___
' n 6553.99 'n^o 0 7022.59 0^ 6 7200.00 Po `�' 14 ~ S 13 12 3 ,. 7005.63
o r• cv ca 7200.00 co 1 ca SO FT
00 o 7800.00 oca ,� 11 1•. ;
ao S4 FT aQ FT Sp FT ° N � 7718.75 � " � i0 9 � � � _ (^� W
cv rr " N SO FT ° SO FT r 7637.50 0o 8 - ". 1 �.
® N SQ FT n 7537.92 7418.56'''' / 6 K:
r�i rgi ,� I1 e„ SO FT N ^ SO Ft S4 FT ° 7806.20 ,.. r637,W a 9' x" . S89° 28' 23"E
--_ - ` Q _ e J45,T
S FT n, = a I=1 1 m " 111.91'
l" 1
PARCEL 4.4•L18830006400
---- 115' DRAIN GE
to 20 J.E. t.. 5 I MARTINA, EDWARD JAMES
L7 43.01` 60.00' 65.0t? c -- lr _r5� DRAINAGE- _4 _ __ _s.__. �; ;1'1309 DAVID 0 DODD ROAD
_,. 60.00' 60.00' _ASEME T 7008.43
55,X EASEMENT SO FT
�� \ -NORTHING: 130681.89 `" a 65'00' 65.00 63.14' I �'iTTLE ROCK, AR 72204
z S87 4i' 43'E .-- 66.45' 65.[kJ' g5.45' ZONING: R-2
FASTING: 11909$3.68 ., { Ne7 41 43 w ;s24. s----..,.,
I 1 ESMT. 15 ESMT. S87° 41' 43'E
S76 35�0 20' ACCESS g W q c1 = Q -"� -' _ _ NORTHING: 130644.68
00
Q Fr ESMT. o cWa z � o � o .� F= FASTING: 119190i.54
Wong �' 1 r
2 I
a^o ��ce Q Q�rWn �W� � g i 0 S� 0 S !
N' r 7 C� Q N W N N W N M W 1 Z O CL til. a. L'l
rr}m C�ZpY 1 ��m,- ow���` ti N �w �W M1 ; Q�O� W- t- t
N LL") per, -in
'' 5 Q Q' t� :Q Q'` 1'r, C) p L`'' J 0..� O C� CL Q.' C% iZ' i Q to O VS U �") i1i C�
t2 ° it'j CD O' W di.) N itf) F- Q, f C3 i In O G L`� 1 j ,p_, Gl� 1 I "t' W Q ., uJ N O ! 0 c N O
`�, •- PARCEL: 44L1$85303700 , oc o p 3 I °° r� to . ¢ ^� C0 W ¢ coo U N
_ t�� w cv c�v h E'a cl rn r
p M QQ Z: e� pp t� M CO pp W N 2 UC) I O C7 �? U W L,-o # t!) -- gIijj W N t Lc l N
V) ® C) 3 -1 C7 O M 2 Y 0 U C� N O C. N r7 C7 ` C s �� e7 ..7 �i N N
�\ LOT 37 WOODRIDGE EST. F ( a a o Y ca o c1 w r. w r.
q fl' E- Q= Zr _i Q CO C.� p 2 6 1 ,� C G J I I .� (n Z N r� •fi y 1) 9 L� tee' C.7 j O 6 a --
PHASE I a ¢.r o, wiz wz ��,�' 1 I o^� �o cc �' =c crI o0 ;Z,,t, �� w r1~ u) <t: "'tac�5ptx '`�0¢4�
CS = h `� f V c0 CI` C7 p O •d• O 1 Q N op .-' s u7 to
MITCHELL CHRISTIN �N ���a�`'�� `� 300� , =�..� .. �,�-Jao�I ova I o<c�x`.ra C t�o��¢ ��wa
...Q O Cs O O "�" Ca 3 t..J O t� ` ;l.i C W z W Z I Sa Z at tY 8 F" CJ c 7- 6 r. "', Cc � cl; c 4 i 00 M� 0 N
76 WOODRIDGt DRIVE CL,__J 5 w- � N � t _ � z to t 3.- v 3 � � U '�' m o � 3 rr U ' cr c� . - .: ono I
atQOO O c[r- ¢ �� �z at-WW< z - �OGZ? w CD
i i r� -a mr �U�
Q W J cnJ- N t1 J 2 C J N JtD-iN� v t! Z .d �" J t J ., C?
LITTLE ROCK, AR 72204 n r- 7 N < o oa o a o 0 0- o a o 'd oUJ
-� n o ! o
Z:Z
ZONING: R-2 I � � It Er � � 2 I- Q �� t;. a : *_ , r 'd z � � � z_
QpW. WG7' 4OQO �Cn!a)L ? Ce r + U
133.91' 20. - w a._jZNmN a�=erah� Ct c)�;_�r1
_. �� I ci s , 0' z < f-
S87° 41' 43"E ,. NORTHING: 130521.99 r>. a a � tNn � o a o M U") N
EASTING: 1190978.41
■
C18 e,,
N820 01' 02"
10427.81 CIO 57 N SG FT o " SO Ff r
FT 9089.97 z
25
Sr.1 t T l w
i i5
a:SO
1
clyW
j 112.78-L
U.E.
S4 FT
26' B/S
I
,
LO
93.53`
.48'_"'
102 U a�
20' u.E.
18 ��,�
9823.77
SO FT'9C'
ty
L� �*....
S87° 41' 43'E
S87° 41' 43'E 74.1T 60.00'
BL46'
- 5' � 00'
'- ......... .
F
_
1' 43-E
X
S.S'
� �-•- N87° 41' 43"W 711.23'
t«11
N87° 41' 43"W
DIAMANITINA WAY
��
c12 01Q L5
60.00
N95° 29` 33"W
60.00' 65.00' 55,05
� N
3
65.00' 6 5.00'
A A 14' t
°i41' 43`w i
°' "'"" �...
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 lot.
.LV.
Ccte of Execution Name COPPOLA INCORPORATED
Address 99 ORLE CIRCLE
LITTLE ROCK AR 72223
Source of Title:__ 2019-013209
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations, and all of the conditions of approval having
been completed, this d l,cument is hereby accepted.
This certificate is hereby executed under the authority
of said rules and regulations.
Date ciFxecut'scn L. VPlanning
Commission
CERTIFICATE OF RECORDING
1`11111111111111110112020Q65544
>RESENTED 10.0 -202008 3746 AM, RECORDED: 10-06..2020 08.37:46
In Official Records of Terri Hollingsworth Circuit/County Clerk
PLLAE KI CO, AR FEE $20.00
,
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1 1 G,_�.
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FLOOD NOTE;
THIS PROPERTY IS IN FLOOD ZONE 'A" OR -AE-, AND IS INSIDE
THE 100-YEAR FLOOD PLAIN AS SHOWN ON THE NATIONAL FLOOD
INSURANCE PROGRAM'S FIRM PANEL NUMBER 05119CO434 G,
EFFECTIVE DATE JULY 06, 2015.
NO ES:
VEHICLE PARKING WILL BE RESTRICTED FROM THE INTERIOR SIDE OF THE
CENTER BLOCK OF STREETS DIAMANITIA WAY, AVANT GARDE DRIVE,
WISTERIA DRIVE AND GISELLE DRIVE.
THE 100 YEAR OVERFLOW DRAINAGE EASEMENTS BETWEEN LOTS 9 AND 10
AND BETWEEN LOTS 12 AND 13 SHALL REMAIN UNOBSTRUCTED INCLUDING
FILL PLACEMENT AND FENCE CONSTRUCTION.
MAINTENANCE OF THE DETENTION POND, OPEN SPACE AND ALL PRIVATE
DRAINIAGE IMPROVEMENTS IS THE RESPONSIBILITY OF THE DEVELOPER
AND/OR PROPERTY OWNERS ASSOCIATION.
APPROVAL OR DENIAL OF "CODIFICATIONS OR ENCROACHMENTS TO
DETENTION POND AND OPEN SPACE IS THE RESPONSIBILITY OF THE
DEVELOPER ANC/UR PROPERTY OWNERS ASSOCIATION.
10825 F'iri andol C,:entica Parkway. Suite: 30f:
L11tlr; Rock. Arkonscas 12211
Crafton Tull
4D engineering j surveying
501.664-3245 t 501.664.6/04 1
www.craf',on,uii.C.orn
CERTIFICATE Or AUTHORIZATION:
CAI:'ON. TU-i &
-,._. ASSOCIATES, INC, r
r� No.109 `
GfRAPHIC SCAI._t. IN t l:.
60'
WISTERIA SUBDIVISION
LITTLE ROCK, AR
Key Pi rn
mamma M
r�
Np, 11f!SC:!ipii:fll .-._ �--���-
This document, and the ideas and designs incorpoia(t-d herein,
as an instrument of professional service, is the proper ty of
Crafton, Tull & Associates, Inc., and is not to be u%ed, in whole
or in part, for any other, project, without the written
authorization of Crafton, Tull 6 Associates, Inc.
PROTECT NO: 18111401
ISSUE DATE: 11 /15/19
CONTACT: B, PETERSON
CHECKED M
1, 2020 Crafton, tali & Ansociaca>, lnc.
FINAL PLAT
1 OF2
G
z
Z
PARCEL. CURVE TABLE
CURVE I
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
131.87
200.00'
37046'43"
S160 13' 02"E
129.50'
C2
29.23'
20.00'
83"43'26"
S42" 23' 20"W
26.69'
C3
89.03'
225.00'
22040'16"
S720 54' 55"W
88,45'
C4
13.79'
25.00'
31 "35'48"
S77" 22' 41'W
13.61'
C9
30.80'
20.00'
88013'20"
N430 35' 03"W
27.84'
CIO
22.94'
50.00'
26017'11"
S75" 31' 18"W
22.74'
C11
13.06'
25.00'
29°55'35"
S770 20' 30"W
12.91'
C12
36.54'
50.00'
41"52'27"
N70" 23' 53"W
35.73'
C13
22.81'
50.00'
26008'03"
N36" 23' 38"W
22.61'
C15
44.12'
50.00'
50033'48"
N1" 57' 17"E
42.71'
C17
13.06'
25.00'
29°55'35"
N220 56' 45"E
12.91'
C18
9.31'
50.00'
10040'21'
N32" 34' 22"E
9.30'
C30
32.19'
50.00'
3605326"
N3" 29' 54"W
31.64'
C31
13.06'
25.00'
29055'35"
N6" 58' 50"W
12.91'
C34
41.65'
50.00'
47043'58"
N380 48' 48"E
40.46'
C36
49.35'
50.00'
56033'15"
S89" 02' 36"E
47.37'
C38
13.13'
25.00'
30°05'28"
S720 45' 41 "E
12.98'
C39
2.66'
50.00'
3003'02"
S590 14' 27"E
2.66'
C43
39,74'
50.DO'
45032'37"
N850 02' 18"E
38.71'
C44
13.06'
25.00'
29055'35"
N77° 13' 47"E
12.91'
C47
47.01'
50.00'
53051'58"
S450 15' 24-E
45.29'
PARCEL LINE TABLE
L5
25.76'
N870
41'
43"W
L6
42.06'
S40°
16'
39"W
L7
16.99'
S870
41'
43"E
L8
26.59'
S370
58'
08"E
L9
12.65'
S630
31'
33"W
L10
25.23'
S570
N70
16'
58'
41 "W
58"E
L11
39.07'
L12
12.74'
N70
S870
58'
48'
58"E
25"E
L13
11.12'
L14
31.42'
S86"
25'
48"E
L15
49.98'
S870
20'
13"E
Li
9.35'
S770
28'
19"E
L17
8.39'
S77°
28'
19"E
L18
7.48'
S770
28'
19"E
L19
2.09'
S20
18'
17"W
L20
40.98'
N20
00'
30"E
L21
1.89'
N20
00'
30"E
L22
62.91'
N580
10'
28"W
L23
16.81'
N580
10'
28"W
L24
25.71'
N76"
46'
31'W
L25
107.37'
N1 °
17'
19"E
L26
6.98'
SO"
31' 37"W
PARCEL CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C50
13.06'
25.00'
29055'35"
S22" 56' 45"W
12.91'
G51
49.07'
50.00'
56013'58"
S9" 47' 34"W
47,13'
C55
29.58'
20.00'
84044'39"
S340 23' 22"E
26,96'
C70
39.77'
75.00'
30022'44"
S61" 34' 20"E
39.30'
C74
34.73'
25.00'
79035'42"
N22" 45' 33'E
32.00'
C75
55.04'
175.00'
18001'12"
N710 33' 59"E
54.81'
C76
34.89'
20.00'
99057'02"
S49" 26' 54"E
30.63'
C78
61.40'
75.00'
46054'35"
S220 55' 4O"E
59.70'
C79
33.72'
25.00'
77017'19"
N380 07' 02"W
31.22'
C80
33.25'
20.00'
9501521"
S55" 36' 38"W
29.55'
C81
33.40'
20.00'
95"40'40"
S39" 51' 23"E
29,65'
C82
32.04'
20.00'
91046'40"
N46" 24' 57'E
28,72'
C83
29.43'
20.00'
84019'20"
N50" 08' 37'E
26.85'
C84
4.0.96'
24.50'
95"47'23"
N39" 54' 44'W
36,35'
C85
36.01'
24.50'
84012'37"
S50" 05' 16'W
32.85'
C86
40.91
24.50'
=95040-40- 1
S390 51' 23"E
36.32'
CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD LENGTH
C100
47.00
78.49
69.68
C101
47.00
69.08
63.03
C102
47.00
78.58
69.74
C103
200.00
114.00
112.46
C104
50.00
67.45
62.45
CENTERLINE LINE TABLE
Line #
Length
Direction
L100
18.22
S89' 28' 22.89"E
i!} PROPERTY
11 DESCRIPTION
DESCRIPTION FOR SUBDIVISION
PART OF THE SW 1/4 OF THE NE 1/4, PART Of --THE NW 1/4 OF THE SE
1/4 SECTION 28, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY
ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SE 1/4 OF THE SW 1/4
OF THE NE 1/4 OF SAID SECTION 28;
THENCE S01 057'28"W 10.27 FEET;
THENCE N87044'18"W 480.86 FEET TO THE POINT OF BEGINNING;
THENCE S03034'12 W 320.31 FEET;
THENCE S87018'40"E 268.66 FEET;
THENCE S02000'30'W 42.87 FEET;
THENCE S58010'28'� 79.73 FEET;
THENCE S76046'31 "E 25.71 FEET;
THENCE N77018t061 82.21 FEET TO THE WESTERLY RIGHT-OF-WAY OF
DAVID 0 DODD;
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY S01"17'19'v 107.37 FEET;
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY 131.87 FEET ALONG A CURVE
TO THE LEFT WITH A RADIUS OF 200,00 FEET AND A LONG CHORD OF
S16013'02"E 129.50 FEET;
THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY SO1012'52"W 366.07 FEET
TO THE NORTH LINE OF WOODRIDGE ESTATES SUBDIVISION, AS SHOWN IN
PLAT BOOK H AT PAGE 370;
THENCE ALONG SAID NORTH LINE N87"41'43"W 924.26 FEET TO THE
NORTHWEST CORNER OF SAID WOODRIDGE ESTATES SUBDIVISION;
THENCE LEAVING SAID NORTH LINE N87"41'43"W 16.99 FEET;
THENCE N02018'17"E 87.57 FEET;
THENCE N40`16'39"E 42.06 FEET;
THENCE 22.87 FEET ALONG A CURVE TO THE RIGHT WITH A RADIUS OF
50.00 FEET AND A LONG CHORD OF N36021'24"W 22.67 FEET;
THENCE S57007'57W 25.24 FEET;
THENCE S63031'33"W 12.65 FEET;
THENCE S02018'17"W 125.13 FEET;
THENCE S37058'08"E 26.59 FEET;
THENCE S01 053'18'W 132.36 FEET;
THENCE N87041'43"W 133.91 FEET TO THE EASTERLY RIGHT-OF-WAY OF
INTERSTATE 430;
THENCE ALONG SAID EASTERLY RIGHT-OF-WAY N07058'58"E 1148.59 FEET;
THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY S87048'28"E 477.54 FEET
TO THE POINT GF BEGINNING, CONTAINING 19.01 ACRES, MORE OR LESS AND
SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR FACT.
`rrrrllIIIIJ11"41
'sI'4 E 0•�
.AIR ,
�flrjflrtli{tifrr
MOM
TRACT C WILL REMAIN IN OWNERSHIP OF C AND P LAND REALTY LLC.
PART OF THE SW 1/4 OF THE NE 1/4, PART OF THE NW 1/4 OF THE SE 1/4
SECTION 28, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY ARKANSAS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SE 1/4 OF THE SW 1/4 OF THE
NE 1/4 OF SAID SECTION 28;
THENCE S01°57'28"W 10.27 FEET;
THENCE N8r418'W 480.86 FEET;
THENCE N87"48'28"W 477.54 FEET TO THE EASTERLY RIGHT-OF-WAY OF
INTERSTATE 430;
THENCE ALONG SAID EASTEPLY RIGHT-OF-WAY S07058'58"W 1148.59 FEET,
THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY S87041'43'E 133.91 FEET TO THE
POINT OF BEGINNING;
THENCE N01°53'18"E 132.36 FEET;
THENCE N37058'08'W 26.59 FEET;
THENCE N02018'17"E 125.13 FEET;
THENCE N63031'33"E 12.65 FEET;
THENCE N57007'57'E 25.24 FEET;
THENCE 22.87 FEET ALONG A CURVE TO THE LEFT WITH A RADIUS OF 50.00 FEET
AND A LONG CHORD OF S36"21'24"E 22.67 FEET;
THENCE S40016'39"W 42,06 FEET;
THENCE S02018'17"W 87.57 FEET;
THENCE S87041'43"E 16.99 FEET TO THE NORTHWEST CORNER OF WOODRIDGE
ESTATES SUBDIVISION, AS SHOWN IN PLAT BOOK H AT PAGE 370;
THENCE ALONG THE WEST LINE THEREOF S01053'18"W 159,98 FEET;
THENCE N87041'43'W 20.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.15
ACRES, MORE OR LESS AND SUBJECT TO ANY AND ALL EASEMENTS OF RECORD OR
FACT.
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
0 engineering j surveying
501,664.3245 t 501,664.6704 f
www.craftontull.com
CERTIFICATE OF AUTHORIZATION: 1iOj+rry,
OF
CRA'rTON, TU!
,r ASSOCIATES, wC.',
NO. 109
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WISTERIA SUBDIVISION
LITTLE ROCK, AR
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No, Description Date
This document, and the ;deal and designs incorporated herein,
as an instrument of professional service, is the property of
Crafton, Tull & Associates, Inc., and is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
Nor
PROJECT NO: 18111401
ISSUE DATE: 11 /15/19
CONTACT: B. PETERSON�
CHECKED BY:
1) 2020 Crafton, Tull & Associates, Inc.
FINAL PLAT
2 0 F 2