HomeMy WebLinkAboutS-0867-NNNN Map 1CERTIFICATE OF SURVEYING ACCURACY
CERTIFICATE OF ENGINEERING ACCURACY
TIFICATE OF FINAL APPROVA
RTIFICATE OF OWNER
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN =-: = ARE TO BE.USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. ALL FRONT BUILDING SET -BACK LINES ARE 25'
UNLESS NOTED OTHERWISE.
6. ERROR OF CLOSURE: EXCEEDS 1:50,000
7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS
ARE 25.0, UNLESS NOTED OTHERWISE.
8. TRACTS A, B, C, D, E, F AND G MAY BE USED
AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES.
9. THERE IS A 12 FT. UTILITY/DRAINAGE ACROSS THE FRONT OF ALL LOTS.
I, PAUL M. WHITE, 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.
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
100 0 100 300
NE orner ,�Scale 1" - 100 ft
TE211/4, W7 +1: 23
1 ____
26 /1 Section 23
R924.91
> h Section 2 _
h � CDS85'48'08"E s-- __ _-----
S - _- - _ --
R283C80' --._
D a 262.20,„E O LC91.68' O CDN89'45'38" E
S88'38'35"E 729.97' 4 LC157.95� O
w -'-- 07
9P�. _. CHENAL VALLEY DRIVE
N
262. �-_.__. _-
rn 20' _
PuSHo Street
W? 97.63' 6 13t.39' 1 :25158.16'
z N I TRACT A 9s, °,� fn� �� °e"'b, so6.15'
228.93'
e `ro4�� ? p _50.0 S0.0. O1.
se2psa 80.81' " 9 TRACT B
0 16r0e'od 95 � s �V, C' A
0
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23
06 M.
,o 00� TRACT A P 255.20'
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a�io• / .99• A sJs.
, 111.19• b 6• 87.20'
_ s
un. . _ qy 5 ?gam \ \ � 216.64' \
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o r� ./ °' TRACT F �' \ \ \
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00 - - _ _ 9acP 0% 245.04' 502.45 20.53 1late to 157'51115I to v 175.00' 4%, 0
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158.40•
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175.96' 9a(o 4
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49
I, TIMOTHY E. DATERS, 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.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
SW f'4
Section 23
T-2-Nt R-14-W
R2903.18'
CDS8729'25" E
N88709'51"E 6 //
240.08'
b
o C5
® 240.08' 127
R2894.78'
CDS89'33'48"W
LC 141.38'
/ CDN854'1TE
L
L C41.88'
N83'48'23" E j
552.53' _I
176.86' 8? 149p I17417'45- � 1 \Od � � g0 � 18459'0�� ( I � 25'1(f '45?SZo IN V V 1 / 4
song-•�1 1 2 Aar Section
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/ 22
R620.00'
CDS85'34'17'W
LC38.19'
R2843.18'
CDN8729'37"W
LC429.96'
N87'20' 10" E
396.64'- _.
S8T20'10' W
396.64'
LEGAL DESCRIPTION
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 LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD 20 IN PLAT BOOK .
PAGE
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.
DELTIC TIMBER CORPORATION
# 7 Chenal Club Blvd.
Little Rock, Arkansas
D.R. PAGE
INSTRUMENT NO. 88-61004
R924.93'
LC215CDS81r0'
N82'50'20"W _- 552.53'
601.13,
552.53'
2a
R984.93'
CDN89'30'59"W
LC229.05'
R1501.01'
CDN89438'28'E
Z LC677.09'
� N
R620.00' o� 15
CDN82'58'50"E p CHENAL VALLEY DRIVE
LC94.17' tn" E
R
20
R680.00'
CDS82'58'50"W
LC 103.29'
R 15155.24'
CDS15'27'51"W
zlr R1387.39'
o j 18 _ "ect=n 2s CDN89'17'49"W
-w -
o,
89'17'49" West 580.62 feet; thence North 11'22'30" West
a distance of 15.00 feet to a Point; thence South
78'37'30" West a distance of 198.77 feet to a Point along
a curve to the right having a radius of 680.00 feet and a
chord bearing and distance of South 82'58'50" West 103.29
feet; thence South 872010" West a distance of 396.64
feet to a Point along a curve to the left having a radius of
620.00 feet and a chord bearing and distance of South
8934'17' West 38.19 feet; thence South 83'48'23" West a
distance of 552.53 feet to a Point along a curve to the
right having a radius of 984.93 feet and a chord bearing and
distance of North 8T30'59" West 229.05 feet; thence North
82'50'20" West a distance of 681.73 feet to a Point along
a curve to the left having a radius of 2843.18 feet and a
chord bearing and distance of North 8729'37" West 429.96
feet; thence South 88'09'51" West a distance of 240.08
to a Point along a curve to the right having a radius of
2894.78 feet and a chord bearing and distance South 89'33'48"
West 141.38 feet; thence South 01'01'01" East a distance of
764.07 feet to a Point; thence South 23'48'39" East a
distance of 270.99 feet to a Point;. thence South 37*04'147.
East a distance of 552.91 feet to a Point; thence South
54'43'53" East a distance of 916.43 feet to a Point;
thence South 29'18'36" East a distance of 230,28 feet to a
Point; thence South 1953'58" West a distance of 370.96
feet to a Point; thence South 76'08'14" West a distance of
109.28 feet to a Point; thence North 34'43'36" West a
distance of 189.17 feet to a Point; thence North 54'34'03"
West a distance of 121.09 feet to a Point; thence North
8709'39" West a distance of 381.98 feet to a Point;
thence North 89'07'40" West a distance of 666.65 feet to a
�� �. s 8 bearing and distance of North 89 38 28 East 677.09 feet Point; thence North 31'35'17' West a distance of 280.01
® ��g,Aroy� \ �� r , h9 \ \arar SS to a point on the West right of way line of Chenal Parkway;
feet to a Point; thence North 5T16'51" West a distance of
P 9 Y Y
\a w.�� 6 9$ /6/ \\ \• \\ 9°0° c?9 thence along a curve to the left having a radius of 157.87 feet to a Point; thence North 3T00'16" West a
moo. 33 9000' Q \ m ry I dt SS• \ \ \ 15155.24 feet and a chord bearing and distance of South distance of 163.03 feet to a Point; thence North 54'56'55"
\ v \ mom° tss23os ,5` yszd \ s, West a distance of 365.97 feet to a Point; thence North
aroo\ to �� 7B '� pd 15'27'51" West 92.02 feet along said West right of way
?a �s \ \ \� $\ n5' line; thence along a curve to the left having a radius of 3T20'06" West a distance of 472.09 feet to a Point;
\ i\ 11715' 154.49' I ' -"` ry
00� 'r �i• / ' thence North 29'09'O5" West a distance of 372.81 feet to a
u r454d woo' \ 1387.39 feet and a chord bearing and distance of North
`. •c Point; thence North 08'10'18" East a distance of 848.85
° feet to a Point; thence North 0702'19" East o distance of
q$ Nnhoo its\a�''', A?t q6� I'0 e lS4'3U' \\ g 04
189.99 feet to the Point of Be innin containing 79.39 gcres
or 3458149.02 square feet more or less.
•' I 01 \ \ 7 mil, ,1'S�' ` \\ \\a 99'„'2s 9
Gy' 14 � \ \ • 32 45d�ss \� 8r52'40' • I- Z I %_ Ii6S'� ��\�s\ \ \ �\ S$ 3
Y ,
Prot` yA•A4'Sd \ \ \ I I I M1d oM at 0
o aj / \ \ iyti� /6szs'aoj. A�oo zeros is °n 8 9t'3a5V�
v 09. ?\ V 1h 6 \ �T �\ \ \ / / �H a s S�?3• i 51'57.20
9a00
I off' v '/',
IV! `i+` Ig B, a g, a `�}' 8r32.3a
85O46'25'� M , 1BB (A 3l1• 'oN sJ/ ;1 /D \
` �
92'29.4s 3 '7' S " ors- .> G� / 1�' 152'41'45',?•70.�! r�9�/ n>� \\ O ,60
IV
ARKANSAS STATE PLANE �s\ ro2 ,d /s rssso\� a'//0� 9rir4s'0 16 +es`A°d 1saa5'a� p �/ \ sz�p >2 \ ^rytib 92 you
COORDINATES (NORTH ZONE) \ 'J' /� \ �� { ,rx-,,t '\\ s9� I I�
WOW C?g\�o \/ 93 ,,. �� 9 Iw �I5558'2S ! \ na \\ 2 \9aar
20•\ \ +i 208.41'OS to 9m, ` \ \ O /SO
1 N 166285.91 E 1165411.22 3 0 ;t r / \� \ ^y. Sgf
222'OB•15 ` �. \\ • 04
2 N 166253.79 E 1165671.45 A <woo \ 1 12a4szs y O g sr \ , S
BB4.
\ 12 0.
Syr. oo d a.`°� h,� 3r. s• 9 s �� 9a 30, 3F
3 N 166247.07 E 1165762.88 S6' \ ''°' ` 1gro, \ HS, \ 0 $, o v >\ �\ s\ b \
\ �� ., "� �����' � 1 \ .y s`4• � little Rock Wast1>,AratN' UtifilIl
4 N 166229.79 E 1166492.65 SS* 76 \ \ \ 3aQ ° 1 p69 Q \'i \ 9 4 ,4
5 N 16623045 E 1166650.59 \ 9a� ss�� ar00 1 1 / s s� ° ' 96 221 East Capitol
\ Q s2 \� \ d g Little Rock Arkansas 72202
6 N 16623814 E 116689055 �6S \ 2v \ \ '`70• yd 2B 0� l8a4' \ Cry o\\ �w`� 2 �� ��\ \\\ 1y 3 501-376-2903
7 N 16621890 E 116732949 9� \B¢ ��+¢ ^ \\ G \r °g� O� B9\, O \z+op�s,\� \ `TS'%?i�?a'�/ S 6r< �\\ 3 'map
NO SEWER SERVIDE AVAILABLE
8 N 166133.92 E 1168005.90 >j\ M1 ry v\ A 55 AT THIS r M E
- -
9 N 166132.10 E 1168220.99 -- - / g so B/�
- ® •°,� �% \ ' A A `yAgAs 91 s r� w 9aoo /
10 N 166191.71 E 1168770.29 CURVE LENGTH DELTA TANGENT RADIUS - 4 \ e , T N R> �s•. '
`9�, 6 6 \ �\'%' 0.6 ' X/ ,1h' \ .. �,1F \ d y .00• Y.
- C1 _606.09' 24'14'3Y 307.65' 143239' yam\ 28 118r+gAd \ ss. C' o, r0 ro \g� ` C16/// �g�Rq 9aao\ got 7� �� Date: /0 l�"O�
12 N 166213.38 E 1169208.26 C2 98 83' O1r42 4T 49.51' 650.00' a o y 1 c�
O 109.86'�n °' ° i s6.7p, / J �` :9 \ you,
13 N 166224.89 E 1169301.72 C3 40 04' 03'31 47" 20.03, 650.00' >O� O \ zr y \ � \ ' ey4125 -1 i 1op2g, 60 \ \ sO \ 14
---
C4 22258' 13'21'16" 1i1.79 95493' - O> \ 1 12Stl4'05' `� ry '� �' '`' �� \
14 N 166253.19 E 1169442.37 --- �> ry ' 1 yp � y ^> ey\ ,.OG, \9aoo-
C5 434 91' 08'40 22" 217.87 2873.18' - >L '?y\ ky' `t' \ 19ga6' >` +L6 "� 2+' w ``� 4' �`,r as• a ^ 's
15 N 166267.89 E 1169439.42
M1O 1' 8 g 3 \ \ \ \ O S
16 N 166272.13 E 1170116.50 t 59 64 0311 34" 79.84 2864.80' y N A`3 �° 133.22' C' \ & J>•
\ •5d\ « � • rs. � 8 15r5s25 9a
Part of Sections 23, 26 and 27, Township 2 North, Range 14
West, Pulaski County, Arkansas; more particularly described
as;
Starting at the Northeast corner of the NE 1/4, Section 27,
Township 2 North, Range 14 West, Pulaski County, Arkansas:
thence South 4415'31' West a distance of 73.85 feet to
---__ffi-e-poTnf of beginning; thence South 8757'41" East a
distance of 262.20 feet to a Point along a curve to the left
having a radius of 924.91 feet and a chord bearing and
distance of South 85'48'08" East 91.68 feet; thence South
8938'35' East a distance of 729.97 feet to a Point along
a curve to the left having a radius of 2834.80 feet and a
chord bearing and distance of North 89'45'38" East 157.95
feet; thence North 88'09'51" East a distance of 24 .08
feet to a Point along a curve to the right having c radius
of 2903.18 feet and a chord bearing and distance of South
87'29'25" East 439.37 feet; thence South 8750'20" East a
distance of 681.73 feet to a Point along a curvet) the left
having a radius of 924.93 feet and a chord bearin and
distance of South 89'30'59" East 215.10 feet; thence North
83'48'23" East a distance of 552.53 feet to a Point along
a curve to the right having a radius of 680.00 feet and a
chord bearing and distance of North 85'34'17' East 41.88
feet; thence North 8720'10" East a distance of 39 3.64
feet to a Point along a curve to the left having a radius of
620.00 feet and a chord bearing and distance of North
82'58'50" East 94.17 feet; thence North 7937'30" ost a
distance of 143.47 feet to a Point; h 11'22'30"
n , thence North
West a distance of 15.00 feet to a Point along a curve to
the right having a radius of 1501.01 feet and a chord
NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY,
AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP
FOR PULASKI COUNTY, ARKANSAS.
PLAT OF
LOTS 1-42
BLOCK 92
LOTS 1-22,
BLOCK 93
LOTS 9
tic 2,
BLOCK 94
LOTS 1-11,
BLOCK 95
TRACTS A,
B, D & G
BLOCK 02
TRACTS C
& F
BLOCK �)3
TRACT E
BLOCK S 4
C7 9a70 0540'54 .I .._ 954.93 1 ® 6S 2 / AeS� N % 145� 7R*P.Y l 2 �xv , L� �' 00\
N 166183.44 E 1170091.96 __. _ 80.91 400.00' ?)\ y R i 1' 63 tib s$
CB159.66' 2752'10" 7g1e7d 4 3 ro4 ro Ue ro / \ 6 5 7ssr2s
>_ C70 30385' 8T02'SY 189.95' - 200.00' Ns�, \ 10,Tlo,w A4•K3V 6 33ej^\ h tib yes;, 6 N h - RIGHT-OF-WAY FOR CHENAL VALLEY DRIVE
N 166205.27 E 1169508.43 C11 377 55 36,03,15* _195.26 600 00' 1S 8 ' 7 9�6 w� 0y - Ss \ \ \ ° a 's j 'say // �� ^i $ \ /s `y ,.\ */4j 1�� o ya
N 166190.57 11
ESW
S o\
N 16616607 E 1169313.56 C12 18494 1T39'39" 93.21' 600.00' 1• !% �6N $ 143.03' Q7 5 ' \\6? \� �L Pa
co 92.71' `IT42'25' 46.73' 300.00' + �S \\ / § 6J5' / / / \s \ �° 9, n N
N 16615345 E 1169211,05 41 ty o - - - �a>a eft \ \\ A\ 1�' '' , HAT C14 115.26' 880316" 72.50' 75.00' � \ s� x TRACT C C �°�"' � p7 j� pN 166135.0, E 1168814.84 - ------ 9oOo' 7B340.89' gi °d a / °/, \, \a o �'.- l L I L/l V A� 5 J l
34.38' 200.00' ea 1d c
N 166132.06 E 1168776.76 _ . 68.10 1930-34" _ _--_ \ \ \� 8 . 5 -328 \1 we,
C16 110.65' 8431'39" 68.16' 7500' Prly * R G 94• 18
�+ \- _ Y N8907'40"W 28' \Bn
N t66072.45 E 1168227.46 5d 'm 26 \ \ Refer to BS[ of Assurance T Eon* o fz' F°M .-, Y 4p
N 166074.39 E 1167998.42 C77-,,,.1455T .,,,,_ 5536'14 _..79.09'... _. 150.00' A• �\ AAaSd �9.5 524.oa• - 9. ;_. z ry0 f�
N 166159.37 E 1167322.01 C18 185 13' 70 42'S3" , 06.43' 150 00' 'j, r S.S Z ' - 44$ - 180.53 - - / / O6 \
C19 175.75' 333358" 90.48' 30000' �• us ya-
N 166178.17 E 1166892 47 - - - -- t° p
C20 153.71 1 T36 49" 77.46' 500 00' d0 ,' �a w ,��- 3 $ y 2 2 $
N 166170.48 E 1166652 51 C21 71.42' OS'11lot- 35.77' 500.00, 'O a \ o� 2 0 �� a5 „ 2 0 \
ella'
N 16616940 E 116651113 C22 26056_.._ 371923' 135.09, 40000' \ }, ' TPACT D 1y �9a 2 `r ,2gte'S5 750•�
N 165405.46 E 1166524 69 C23 _ 219.29 a345 50' 134.50' 150 00' '., \ 9?• 'ma
- - - - CENTRAL ARKANSAS
O
N 165157 54 E 1166634.10 85.09' _ 17102'S9" 42.80' 400.00' 4 -
C24 169.48' 64'44'14' 95.08' 15011@'
) N 164716.38 E 1166967.39
238.4T s r� t-OO 209.68' `�
,., 218.49' Fsrr1. 1s.o•'`
N 164187.22 E 1167715 61 - �4 40 0 91.18"'
c27 12367 aTta2a ss.so ,s000 Q N89'07'40'W 666.65' 6 �,
--- C28 _-_-- 7635 29'094T 39.02' 15000 PLANS APPROVED N82'09
N 163986.42 E 1167828 35 3 , ? 75.00' q,
N 163622.15 E 1167758 20 --
C29 _ 2591_ 0758'1.1" 1296' 500.00' 9 IN 381. 8' 1��T a Sri
N 163595.97 E 1167652.10 EASEMENT APPFiDVED a5
N 163751.44 E 1167544.34 EASE11ENT RE UIRED
/ySg• /?/09.
9_N 163821.64 E 1167445.67 DATE
9 N 163873 74 E 1167067 26 �Y -- 09' !%
N 163883 89 E 1166400 69
N 164122.41 E 1166254.03
N 164207 74 E 116612120 _
Ii N 16-4345.99 E 1166034.8-0 -
u 1RArrr, 17 -- F 1165735 90-- - T- T_ --- ---
4
N
164931.53
E
1165448.89
4
4
N
N
165257.12
166097.36
E
E
1165267.28
-
1165387.94
9rJ55s 16 AN ADDIIDII'Il° ON TO TM (C= ®IF
;> 9"� �� ILlI"1�'Il"ILIE IR®(CII ARKAHOA2
A0 o is
�1
To be known as "SOLOGNE CIRCL_ 17
�•s a /
BEING PART OF SECTIONS 23, 26 AND 27
9 w\� a� T-2-N, R-14-W
atia�`` PULASKI COUNTY, ARKANSAS
i, ' co
0 I 7
NOVEMBER, 2001
v �
,7�p7�rlrr/,v� }� ��rr�,� �, ��a try r1/vr�v�o
VVffllllllllL-Ill�AT WN4Y & LiL�'4Y®C/llSlll s, J1tV
!y ,c}S �(1♦C _ �j CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
^ey 109 26, / %vL(/il/ /vG 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223
576 0 9 28,
10 Job # 01-0540