HomeMy WebLinkAboutS-1484-A Map 331r27'31"
219.09' -- - __-_--_--
CH - ,N69'04'045 E �.1-89'2,.�- -_
LC = 147.917�--./�.�
a`L
I 39°52'04"
= 14'05'56" R _ 473.18' r l
j R = 802 15' L : 329 25'
L = 197.39' CH `,69'17 02"W / N40'39'00"W
CH -_- N83'43'58"W L[
LC = i9G.69 7 -.''-- ,� lam' 16.10,
Rebar (tnd)�4 �`EX4ST4NG KPN1S ROAD
1
I
m'
W
I�
Reber (fnd)
{rcNj Corner Section 11
T1N, R13W
_S88'03'35"E 420.44'
S88'03'35"E 30644'
PH
R
I
LOT 77 1
I
N_87-52.4fi
12C.C9 I
2AGI MON. N
2040-0354t
Y LOT 75 1
V9_12tselamz 1
EASEMENT 1
LOT 79 I
I
120.00T I
LOT 80
1
I z 12o.00T
LOT 81O!
x cs;
107.44�
t
LOT 82
1
I
{ C5
119.88 �
LOT 83
n I
a
a
a
m
PHAEI
w P.O.C.
w 1" Pipe
Center Section 11
T1N, R13W
LOT 84
$}" Reber w/cap #1438
CERTIFICATE OF FINAL SURVEYING ACCURACY
45'l5ltp+,l "
I, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary surv6y made or veS1f1A`-iti`'rr CERTIFICATE OF OWNER
all monuments required actually exist and are correctly shown hereon and th all surveying reSdiTeiTbI�1�,R1 Z
the Little Rock Subdivision Rules and Regulations have een complt h. We, the undersigned, owners of the real estate shown and described herein, do hereby certify t!iat we
F - have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in SIDE YARD SET BACK IS 5', REAR YARD SETBACK 20%
kT _ accordance with this plat.
Date of execution n A. Tinnel �vp� OURCE OF TITLE: KANIS VILLAGE L
1 Registered Professional Land `L r n // (Signed
Surveyor No. 1438, Arkansas 6 " :. 17 F ly NAME AND ADDRESS OF LAND OWNER: KANIS VILLAGE LLC
F "mot„• a� �D a / 111 - 205 WELLINGTON WOODS LOOP
CERTIFICATE OF FINAL ENGINEERING ACCURACY �"ff.` 4 :` Date of Execution Name LITTLE ROCK, AR. 72211
` ANS i i s r.:1, Address
I, David Garval, hereby certify that this plat correctly represents a plan m(SW
_.chat ffT
r 1_„ "*a,'.° NAME AND ADDRESS OF SUBDIVIDER: KANIS VILLAGE LLC
engineering requirements of the Little Rock Subdivision Rule and RegulatelS eped ' 205 WELLINGTON WOODS LOOP
9 b ,-� a c�L-IL� -; )G', :� 3 r it 4 1 LITTLE ROCK, AR. 72211
{ Date( of execution David Garval t t v: T ` $ SURVEYOR'S NOTES:
Registered Engineer b A"" ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
No. 10636, Arkansas HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
Jr \ ON PAGIS MONUMENT 2040,
cV CERTIFICATE OF FINAL APPROVAL
DESCRIPTION PHASE I
h Pursuant to the Little Ragk Subdivision Rules and Regulations, and all of the conditions of approval having FIELD WORK FOR THIS SURVEY WAS COMPLETED APRIL, 2005.
PP 9 PART OF THE NE 1/4 OF SECTION 11, TIN, R13W. LITTLE ROCK, PULASKI COUNTY,
IS' been completed, this document is hereby accepted. This certificate is hereby executed under the authority
of said rules and regulations. FLOOD INFORMATION: NO PORTION OF THIS PROPERTY IS WITHIN THE BOUNDARIES OF A ARKANSAS, MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS:
9 100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD COMMENCING AT THE CENTER OF SECTION 11, TIN. R13W, A FOUND 1" PIPE,
Id INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY. THENCE ALONG THE CENTER OF SECTION LINE
I Si Y COMMUNITY PANEL NUMBER 050181 0101 F. DATED OCTOBER 19, 200L N01'45'13"E 1314.55 TO A FOUND 1/2" REBAR BEING THE CENTER NORTH
1/16 CORNER OF SEC. 11, TIN, R13W; THENCE
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, 588ro3'35"E 300.44 TO A SET I/2" REBAR, THE POINT OF BEGINNING; THENCE
S88'03'35"E 725.74 TO A SET 1/2" REBAR; THENCE
Date of Execution OF ANY PROPERTY CORNER MONUMENT. S87'48'29"E 803,18 TO A SET 1/2' REBAR; THENCE
Little Rock Planning S00'23'39"E 194.08 TO A SET 1/2' REBAR; THENCE CROSSING A LAKE
Commission ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE S1332'41"W 279.18 TO A SET 1/2" REBAR; THENCE
SHOWN ON THE DRAWING. S02'08'20"W 238.56 TO A SET 1/2" REBAR; THENCE
TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, N87.5e•m"w 542.77 TO A SET 1/2" REBAR: THENCE
CERTIFICATE OF RECORDING AND PLANNING A14D ZONING REGULATIONS OF RECORD. N73'57'23"W 118.26 TO A SET 1/2" REBAR; THENCE CROSSING A LAKE
```rt Cttrrl nr l,' N8218'04"W 295.97 TO A SET 1/2" REBAR; THENCE
i This document, number 7�6 li%3/9,N •ctAE•.tuEry)fo?,record i-7Y 20 N8T54'Ot"W 9.35 TO A SET 1/2" REBAR; THENCE
N014fi'22"E 49.35 TO A SET 1/2" REBAR; THENCE
I�-,-�G, ��p,•g�.:m'i;''CO" - N87'54'01"W 114.99 TO A SET 1/2" REBAR; THENCE
in plat book page §.3 ; �; °,., x"4_- '•.Gyt S84'26'00"W 50.41 TO A SET 1/2" REBAR; THENCE
N87'5401"W 120.00 TO A SET 1/2" REBAR; THENCE
Signed, - N01'46'22"E 605.38 TO A SET 1/2" REBAR THE POINT OF BEGINNING;
CONTAINING 23.09 ACRES MORE OR LESS,
PAGIS DATA
[./nr ,•„-it,er-x•�9�A,��O,,�U•,,tN'T'���'Q•O`.
Circut Clerk ++111'hill "?ty Cleik
2
Node ID
Northin
Eastin
Elevation
Descri titn
701
147572.7415
1202227.5863
363.19
PAGIS 2040-0354
702
147552.9057
1202916.2408
398.68
PAGIS 2t140-0355
DESCRIPTION ENTRANCE DRIVE
PART OF THE NE 1/4 OF SECTION 11, TIN, R13W, LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS:
" R ar w/ca �11438 (set) 7.48'29"E 18, COMMENCING AT THE CENTER OF SECTION 11, TIN, R13W, A FOUND 1 PIPE,
m SlRt a n l ,. THENCE ALONG THE CENTER U SECTION 1-IN.
00'UU 8 0- I 1 I !, 3 N01'45'13"E 1314.55 TO A FOUND 1/2" REBAR BEING THE CENTER NORTH
I I I I I I 1/16 CORNER OF SEC. 11, T1N, R13W; THENCE
1 Ali tUI CRAIN.4 LOT 49
n I 1 �'-�, 1 1 I I I I I I I I wI :�T. 588'03'35"E 420.44 TO A SET 11v" REBAR, THE POINT OF BEGINNING; THENCE
a1 rl l['7�t"/ SEMENT I I I 4 4 F 4 I- L 4 l l F W w, l�
W L F F N M <O [D 1�- IM I,a IN 10 rM I Cj/ I S
Iw h h Ira la IN IW IM W e W < o h / r.. NO1'46'22"E 48.54 TO A POINT; THENCE ALONG A CURVE TO THE LEFT
LOT 1 I"-' LO7 2 1^ LOT 3 Io LOT 4 to LOT 5 Io LOT a Io LOT 7 Io Lore lo; LOT 9 lo; LOT 10 h LOr 11 1a5 LOT t2 h LOT 13 h LOT 1a h LOT 15 N1� LOT 16 , ji / -y_ N79'46'3,9"ly HAVING A RADIUS OF 125.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF
,erN IN Icy IN IN IN IN IN 1� I� 1� I� I� I'" I� ol� J It /^ I 1533.50' N00'12'08"W 8.61 FEET; THENCE ALONG A CURVE TO THE LEFT
• / /// I- I� I- 1- 1� HAVING A RADIUS OF 40.23 AND HAVING A CHORD BEARING AND DISTANCE OF
is
25'IBUIlA1NGTBACK I - -1- _ LOT 50 _
5c �) l • ,I 6 I fi5_00' I 65 C _' 1 65.00' 1 65.00' 65.00' 1 65.00' 1 65_00' 65.00 1 65.00' 1 65.00' 65.00' 65.00' l 65.00' 65.00 �2.75'M S60'07'37"E 64.42 FEET; THENCE
m �-0 3-==vim= -�_ =t ---;_--"-T---�=.=w=`r_�T'---•:1 ===�# -- _��---'1_ >.. M AND DISTANCE OF
N29'35'17"W 60.02 TO A POINT; THENCE ALONG A CURVE TO THE LEFT
_ l ---_4 S3g F+ HAVING A RADIUS OF 38.00 FEET AND HAVING A CHORD BEARING A
---- -
-1-0 �T-rl ---r--�- I Ilo I 7. �6••t�K'� N38'20'40"E 30.40 FEET; THENCE ALONG A CURVE TO THE RIGHT
m --s LOT CURVE DATA PHASE 1 HAVING A RADIUS OF 62.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF
_'--_ _- Gc,
�I I t45.97 f65.1�i0 65.00 1 . 65.00 I 6 e00 65.00 1 85.00 I . 65.00 I 65.00 I 65.00 1 65.00 I 65.00 I 65.00 I 65.00 I 83.58 C r of LOT 51
tAnt_I_-.- - -I-- j25J8UILDING TRACK_ J __ _ J _ J - _ J 1 I -' - 1 - - 111L AMAGE_'t 7454,
-�\ N _ i _ i i 1 - i j i 20 10 55 i - - 1 1 I`N EA ENT I r I i74so `w vN
pp,IN OI QI OI OI SI OI Ot OI OI 01 OI -WIN �/, /� ,10
1 II \♦��\ osg LOT 30 of LOT 29 LOT 28 at LOT 27 oI LOT 26 al LOT 25 cil LOT 24 0l LOT 23 pl LOT 22 pl LOT 21 0l LOT 20 al LOT 19 al LOT 16 a;l� LOT 17 / wI _ /� / LOT 52 L43
NI NI NI NI NI NI ,-I•
II ,♦ - CA, f1 «�I t`i1 ^Iz p/ 6 II� y-__7 r3 7p
oI I I ,\!� cz I ' 1 I I/ I I I I 1 I / I I 22.40' I Bs.Od/ f i Il'fp' 1 16j 428"w
rl; Ito ��� \70(L97 1 6. 65. I 65. t /6�5. 1 65�' t 6TO 65.0 65.0Q�q,,65.00 85.0 5.00 42.60J_ _,i_� /een
L_ to _ r _ .. -ram '��.00r�' �t15.00' 75. 0 75.00'-- 120'
pp., 0�, ,�pT 1 1 I 11 36 LOT 53 io
I Im I \�� 74a36 0 - .00 i �5.00 L .00 I .� I 1 I I I Fo N88'19'11" U)j N7
O ♦\ \ \ 1 I 1 1 l 1 I 1 In rot r '+_,8'08' of
olI 11� ♦ \\ I I I 1 o LOT 48 24"
_ I I I roe I 3 U[3 1'48'.57 W N
roe I I I F' VOT of t _ 01 of / Qi I - 1 13r roe �1 wl 1 l l `filly' 3 LAKE
o " _"T AS •1 !wT 38 L�T 37 0l� LOT 3e Nt CST 39 I MI _� rnl of N88_i 9'11"Wr_ IU LOT 54 '
I? N1 c,�i NI NI NI WI LO N •-I N �' 177 m
I I \ - -Is .-1 1 -1 -1 �I MI vl LOT 42 �L Ni w��- 121.41 I 'LL
"T9I I \\\t\ \ I, 1 �I 'OI al`O 31 - I l I , {_ N78*56'O 0
1. - - - i,��'\ r �' 1' - - r - r - - i -225�5 tr _ I I �I� LOT 43 m� LOT 4a 3' N�� f n�jl I ' 1 14a.so 'W
1 I 1 _C2�� 1W _C 1 I IN NI ml LOT 45 Nevi LOT 47 Ul1 ^I ',Ica I
A 25.00' 60.04' C3_0 INCSSFFTBrCK �� I I utI �nI Wh 1 I e LOT 55 n
--= _ _ 16- fl K T- _ _ I I'I N o1 t 41 _ l yti I r
�+ n I a' A "� _ _EMN �11 GC t" 11 W.
,.66 J
121.00__t' I-�1.EASEMENT-
' so 42'__50 I - C49�7-F8.4Z, �I� �� �1 �v LOT ae I ni If-N8r 42 73 W 138.62' <48
25' B�IWIH91 _ETBACK - - I rC4� „, ` y C� I 1 NO2'O5'59"E I UII IIn LOT 56
QI- 3 _ k I �L• I Cq`�� ��3�06• Tj'~� I I 'O,IU I -
I LOT 74L - I F " DR I AG ml I 6 45 - _ - - -
i• 1 a au alp N87'54'01"W
ra I M �h NL .\ \--,••IE4SEMENT ,p to?•I_-
rnlI I ri IM rI \�`1f;f •4, 61a Lo769 N 1 I 35 `` __ C31 Z821',�. C40 190.00
roll I vt 8T54'Ot"W _ �l ,EII LOT 7t 4 LOT 70 �I• rcl �.I I C I '68.37>� .
----,- �I \ H <- p LOT 68 I 1
•�\ Iz '?I �nI 1 1 �l W 1I�IM I LOT 57.
OI ,L 1 ok�' LOT 73 ^I LOT 721 I� �\ �' �Z 17 I iol LOT 87 aI 1 I `� �� C4.¢ 1j11
I w o I o1N ,\\ 04 \ ,�O L9 LB '"I I \ {�,
IN 19 LOT 75 oF`v of i,l \\ t� <6• I I ^I 1 I I 30.�4 I C43 �'C42 Z8.9C>:\ -J ---- '+ --- -
a e�Ia yl ? 1\ f\\ 1 I 1 al _ _ _ r�'P.4iIW.l I' 190.13 -"__
_ �1 LOT 66 I I I _ _ �-rt4
mm mil- cl \ urn I I ^I NI I I •In LOT 60 1 �- {lira o.N
W .1� .-11 zl ;I \ \\ Cg 1 I WI LOT 65 WI of I �trp al Y,11� I LOT 58
I \\\\\ 1 1 -I �I LOT 6441i,I�
ra G <4 I I NI LOT 63'41 wl
z W _ 35, I \\\)\ N O i3 I I �I �l NI LOT 62s 108.09' `t I •�
9 5 ` LAKE I I I I L 1 I I I L I 190.09
m + ,426 00 8 I I I 1 0 t o t o
SSS 1 1
\`9\ N82`18'04"W 295.9T " I I i i zIe LOT 61 0I11 IllIm LOT 59
tN \'\�� N73 ....-. 7 1 1A., IIn7 I'I 190.04'
\ s�0o �r23•l% 1 f$p N8734'01'W 542 77 iv M B
\:\°�eP
III
10' SANITARY
SEWER ESAEMENT
V
l i �
1a5j %I�I
LOT DATA
PHASE 1
AT&T EASEMENT
III
LOT
SQ. FT
ACRES
LOT
S0. FT
ACRES LOT
S0. FT
ACRES
LOTI
SO. FT
ACRES
COMMENCING AT A FOUND
1/2" REBAR BEING
THE CENTER
1
7895
6.18
22
7800
0.18 44
15591
0.36
65.
12684
0.29
NORTH 1/16 CORNER,
OF SECTION 11 T-1-N,
R-13-W;
2
7883
"
0.18
23
7800
0.18 45
16438
0.38
66
12687
0.29
THENCE ALONG THE NORTH
LINE OF THE
S.W.Y4 OF THE N.E.Y4
3
4
7870
785a
0.18
0.18
24
25
7800
7800
0.18 46
0.18
47
10901
9060
0,25'
0.21
67
68
11066
9698
0.25
0.22
S88'03'35"E 519.10 TO
S88'03'35"E 20.86 TO
THE POINT OF BEGINNING; THENCE
A POINT; THENCE
III
III
5
7846
0.18
26
7800
0.18
48 .9301
0.21
SS!
7868
0.18
S18'24'12"W 20.86 TO
A POINT; THENCE
I11 10' SANITARY
7833
0.18
27
7800
0t18
49
9753
0.22
T70
12928
0.30-
N88'03'35'W 0.86 TO
A POINT; THENCE
I I SEWER ESAEMENT
6
0.16
28
7800
0.18
50
11426
IC.26
1?1
18430
0.42
N18'24'12"E 20.86 TO
A POINT; TO THE
POINT OF BEGINNING;
7
7521
7805
0.18
29
7800
0.18
51
11720
0.2'
72
12864
0.30
CONTAINING 0.01 ACRES MORE OR LESS.
III
8
9
7775
0.18
30
7800
0.18
52
10883
o.25
73 _
12840
0.29
10
7744
0.18
31
16299
0.37
53
9736
0.22
74
•8797
0.20
III
11
7713
0.18
33
16625
0.38
54
9647
0.22
75
8049
0.18
12
7682
0.18
34
13530
0.31
55
9411
0.22 •
76
8096
0.19
k
13
7652
0.18
35
7800
0.18
56
11198
0.215
77
7800
0.18
14
7621
0.17
35
780D
0.18
57
12359
0.28
78
9369
0.22
I
15
7590
0.17
37
7800
0.18
58
12357
0.28
79
8400
0.19
16
12307
0.28
38
7856
0.16
59
12354
0.28
80
7800
0.18
17
11797
0.27
39
8146
0 3
60
7817
0.18
81.
7665
0.18
ENTRY WAY CURVE
DATA
18
7798
0.18
40
8709
0. =
51
7014
D.16
0.22%,-83
82
7082
7800
0.16
0.18
CHORD DIST.
NUMBER
DELTA
RADIUS
ARC LENGTH
CHORD BEARING
19
19
7800
0.18
88
41
9553
9553
0. - !62
=
63
9500
10520
0.24.
84
7800
0.18
C137
23*13'24"
305,00
123.62
N2077=7'01'46"W
122.78
7800
0.
42
0..
.
0.27
6139
26-44'39"
305.00
142.37
N04'57'16"E
141.08
21
7800
0.18
43
14U01
0..',2
54
11857
C740
6-926'53"
318.21
52.47
N04'27'42"W
52.41
C141
59'50'01"
66.72
69.67
N25'30'50"E
66.55
C142
40'34'59"
305.00
216.03
N3837'05"E
211.55
C144
87-51'25"
245.D0
375.68
N14'29'22"E
339.94
C145
O':21'29"
38.00
33.40
S83'35'48"W
32.33
CENTERLINE
CURVE DATA PHASE 1
C146
56'06'38"
62.00
60.72
S80'43'14"W
58.32
NUMBER
DELTA
RADIUS
ARC LENGTH
CHORD BEARING
CHORD
DIT.
C148
37'53'56"
6200
41.01
S33'42'57"W
40.27
Ct
92'35'05"
275.00
444.38
N1537'49"E
397.58
C149
47'OW23"
38.00
31.28
S38'20'40"W
30.40
CS
29'51'00
150.00
78.15
N13'09'OS"W
77r27
C154
106'22'15"
40.23
74.69
S60'07'37"E
64.42
C9
18703'28"
1000.00
315.17
S79'11'54"E
313.87
'
C155
03'56'59"
125.00
8.62
N00'12'08"W
8.61
C10
17'22'53"
500.00
151.68
N78'51'37"W
151.10
C11
14'06'22"
997.50
245.58
S09'09'10"W
244.:f6
NUMBER
DELTA
RADIUS
ARC LENGTH
CHORD BEARING
CHORD DIST.
C17
90*00,00"
25.00
39.27
N43-1338"W
35.36
C18
75'34'01"
25.00
32.97
S53'59'21"W
30.6;r
C19
104'25'59"
25.00
45.57
N36'00'39"W
39.5f.
C20
53'47'44"
25.00
23.47
N64'52'30"E
22.62
C21
36'12'16"
25.00
15.80
N19'52'30"E
15.54,
C22
90'00'00"
25.011
39.27
N43'13'38"W
35.36
C23
00'16'41"
1022.50
4.96
N88'05'18"W
4.96
C24
03'38'43"
1022.50
65.05
S86'07'35"E
65.04
C25
03'39'41"
1022.50
65.34
N82'28'23"W
65.3:3
C26
03'41'34"
1022.50
65.90
N78'47'46"W
65.89
C27
03'44'28"
1022.50
66.76
N75'04'45"W
66.75
C28
03'02'00"
1024.49
54.24
S71'41'21"E
54.23
C29
00'24'51"
477.50
3.45
N70'22'36"W
3.45
C30
08'57'28"
477.50
74.65
S75'03'45"E
74 53
-c
. "
3
7 o
4 7.5
s
N8 '32 46 W
3
66 7-
C32
03'S022
1022.50
68.52
N05-44'11- E
b6 51
C33
88-37.57"
25.bO
38.67
S48'07'58"W
34 g;i
C34
04*14'45-
1022.50
75.77
N09'46'45"E
75.76
C35
04*18'13"
1022.50
76.80
N14'03'14"E
76.7b
C36
00'59'11"
972.50
16.74
N15'42'45'E
16.74
C37
03'51'50"
972.50
65.58
S13'17'14"W
65.5"'
C38
04'20'27"
972.52
73.68
N09'11'06"E
73.66
C39
03'48'58"
972.52
64.77
N05'06'24"E
54.76
C40
01'05'56"
972.50
18.65
NO2'38'57"E
18.65
C41
89'39'02"
25.00
39.12
S42'43'32"E
35.25
C42
06-01'04"
522.50
54.88
N84'32'31"W
54.85
C43
0T14'S9"
522,50
66.11
N77'54'30"W
66.07
C44
04'06'50"
522.50
37.52
S72'13'35"E
37.51
C45
00*42'11"
977.50
11.99
S70'31'16"E
11.95
C46
04'23'33"
879.56
67.43
N72'50'55"W
67.41
C47
03'50'40"
988.58
66.33
N7646'08"W
6 6. 32
C48
03'50'40"
977.50
65.59
N80'38'06"W
65.5'
C49
03'49'09"
977.50
65.15
N84'28'00"W
65.1/
650
01'51'04"
977.50
31.58
N87'18'06"W
31.5E',
C51
90'00'00"
25.00
39.27
N46'46'22"E
35.36
C52
38'02.51"
38.00
25.23
N20'47'47"E
24.7-'
C53
11'28'13"
42.00
8.41
N34'05'06"E
8.39
C54
64'37'29"
42.00
47.37
S03'57'45"E
44.90
C55
33'28'58"
38.00
22.21
N19'32'00"W
21.85
C56
04'33'53"
38.00
3.03
N00'30'35"W
3.03
LAKE 2 PHASE 1 BEARING DATA
NUMBER
DIRECTION
DISTANCE
L42
S3 +V32"W
31.66'
L43
S36'4432"W
7.11'
L44
S26'32'01"W
59.58'
L45
S28'42'30"W
60.56'
L46
S12-13'51"W
63.47'
L47
S20'42'36"W
58.10'
L48
S69-43'28"E
50,64'
LAKE 1 PHASE 1 BEARING DATA
NUMBER
DIRECTION
DISTANCE
L1
N23'42'25"W
30.47'
L2
N71-34'03"W
2.38'
L3
N71'34'03"W
37.78'
L4
N60'17'55"W
32.60'
L5
N60'39'42"W
73.32'
L6
N58'53'28"W
63.16'
L7
S83'49'47"W
10.04'
L8
S83'49'47"W
48.01'
L9
N85-00'28"W
22.01'
L10
S44'34'46"W
21.92'
L11
I S4434'46"W
21.92'
L12
S15'21'30"E
51.97'
PHASE I COORDINATE BOUNDARY DATA
ID
Northing
Eastin
1
147736.036 2
1202058.16 60
2
147711.4657
1202783.4946
3
147680.7450
1203586.0861
4
147486, 6673
1203587. 4211
5
147215.2495
1203522.0349
6
146976.8557
1203513.1317
7
146996.7411
1202970,7247
8
147029.4247
1202857.0710
9
147069.0742
1202563.7698
10
147077.9039
1202322.9254
11
147127.2300
1202324.4520
12
147131.4430
1202209.5358
13
147126,5528
1202159.3605
14
147130.9493
1202039.4391
N61'46'16"E 90.69 FEET; THENCE ALONG A CURVE TO THE LEFT
HAVING A RADIUS OF 38.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF
N83"35'48"E 32.33 FEET; THENCE ALONG A CURVE TO THE LEFT
HAVING A RADIUS OF 245.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF
N14'29'22"E 339.94 FEET; THENCE
N40'39'00"W 16.10 TO A POINT; THENCE
N49'21'00"E 60.91 TO A POINT; THENCE
S40'39'00"E 16.23 TO A POINT; THENCE ALONG A CURVE TO THE RIGHT
HAVING A RADIUS OF 305.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF
S13'38'03"W 433.40 FEET; ALONG A CURVE TO THE LEFT
HAVING A RADIUS OF 66.72 FEET AND HAVING A CHORD BEARING AND DISTANCE OF
S25'30'50"W 66.55 FEET; THENCE ALONG A CURVE TO THE RIGHT
HAVING A RADIUS OF 318.21 FEET AND HAVING A CHORD BEARING AND DISTANCE OF
SO4'27'42"E 52.41 FEET; THENCE
SOt'46'22"W 48.69 A SET X" REBAR; THENCE
N88'03'35"W 50.00 TO THE POINT OF BEGINNING;
CONTAINING 1.05 ACRES MORE OR LESS.
FINAL PLAT
McClelland KANIS VILLAGE
Consulting SUBDIVISION, PHASE 1
A
Engineers KANIS VILLAGE, LLC
10Eincorporated LITTLE ROCK, ARKANSAS
STATE SURVEYOR'S CODE
500-01N-13W-0-11-100-60-1438
Little Rock, AR Fayetteville, AR
SOO W. Markham 1810 N.Colle a
9
APPROVED
BAT
DRAWN BY
JDM
DATE
9-14-06SCALE
SHEET NO.
1
1"=100"
JOB N0.
LR05-5819
FELD BOOK