HomeMy WebLinkAboutS-0867-TTTTTTTTT MapLEGAL DESCRIPTION
BEING A PORTION OF SECTION 27, T-2-N, R-14-W, PULASKI COUNTY ARKANSAS; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
CHENAL VALLEY DR [�
".LE"
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VICINITY MAP
i
(NTS)
PLAT _
CHENAL VALLEY
KANIS ROAD �
kW1S ROAD
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TRACT i
11
TRACT E
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I
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\ m 1 1
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l
_---� 1 a O tV 1
)9'53'50"E TRACT
-30.00'_
- -P.O.B. GK 113 3 trj
-� 52 02 ry� 11 1 By. °4' B L 0 1 c
TRACT E a '1 �' s Co. 55 o b 1
20.02' ory 00-01 Jr4 G
h 1 I I\v 1+
120.02' hry es003s„ O 1$ 5.D' J'1 11� 53 °� �,
I
o• B B CK ;
47.94y s0O3s" L rn 52 m
Opp 0yL as R, o
s ss ��o• �. 51 o a. S16°42'41 "E
5Ng1 a ASS" o sa 1 + o 50.00'-`
o w 50 w o 00 l 11- s. R175.00 "_
49 = m p 9a°O. °+� _ - -J `_-- 13840 O CDN76'12'02"E ,, II
m O ,9s. ."_' in r, 90• o BLDG. - LC 1 7.7.$- \ +,i
m-2� _- `r c -�-_�� O3
__ _ - �g- LIJ -'�_� cn'n o 17.7a O 1ZOOa 2g„ /� 50.24 29.35' ^42.0 46.02' �j'' CIRC �" 104.20' N
.�, 48 / j / 0' 35.12' ORLE 549.69r_ Dranae - j51 Es ' � ,
1
o _ s7go6 R fer to Bill of Ass 120 00 _ N o
/ nh RoadWoY` _ ` - o es. c51
c' o S ' Private 115 00' o Oi
19 m ?, A �O 6?
BLOG. ONE o a°O. $ 42 rn II I
N6�
2
ROA
D
60 0 60 180
Scale 1 " = 60 ft
DRIVE
L VALLEY
cHENA (60' Rao 6'1y" -
46T 1
-
h I W I
O j
12658 30^
N I
CO
O
j
I co N35°14'07'1NNN°' Id p3. y e ,0 8
' •� I M ppg0.1D' I 17• , v. 0.0• I
70.11' \ "1g13�2 15 199-03'20^1 r 3aso' I I 126.56' �A ORLE'
44 k'® a I", ; 'i 100? INSTR. # 2005097403!
7 so
i �QCT\ N23%36'46W \ 'hO 9p0o�'� 1 ^'9°223 ayti°---------- --
- --- - - --
\ 65.22' D 9y$°9 ,37 ' I ' �/ / - -
® t / n
••v �V '/' 1 N.0 Op° '1 1S9•q 12 t': /
46 o'0j5j' �� `, �, ^1 1 62g. .° BLOCK 116
N12°48'06"W II ! ' i a6'29" A�3iCA
63.07' , 09" �I +1'� 1 1159' 9• N 5
16T58' 1 E
/ CC1 zl 1 �I o°° 160.44' o w 1 \
TRACT P o .0 1 ' o ' ° +
8 A 1 MIRAMAR PLACE w o" ' 190• . „
INSTR.', # 2014000156 D °oa 135.0 ° 1 0 , O`er IN _ - -
ol o� , o 0
47 'I 90.Oo-0 "' 9d 111 f o 2 �11 6 11 o�--7
= rn l0'<,1 �1 P
GENERAL NOTES: \\ / _ -� o 11CD
10 "$'� 'III Sao• 6
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS /� \\ a---- O? ° o° 6p44 b
1 11 I O 90o0"
2. ALL EASEMENTS SHOWN __- MAY BE USED FOR DRAINAGE t; 0 135.00' - N I \
135'-` _ - 43-- --
i50-o0' 9s o6e %s9. 44 $
-90 I a \ \ 6. 4 9oob.S i o oti SBSB9-
w°0"$ �� \ 26.84' 2h51/ j o s. 45 0CK 13 9OOp, 0 120.15' O
N \ A5 �o BL 9 0 120.00' 10
N 47 \2� ° s sue. ° °Oo, +
s°o a° 115.00' a. Z j
46 ° s 5a'
g7.7T RACT G , 4s. �, i----------------
1 1 '2p35z9" - T 65a _
-_
1 I I
BLOCK 109 /1 TRArTII F
� W
40 41 C, L4 e�F cY j G ��° 00. l
MIRAMAR PLACE 42 \ SMT (iQ> TRACT 9oo'o" 14
INSTR. # 2014069184 8 '8 115000,0.
- 43/ \ A jy oN
13
v \
ARKANSAS STATE
PLANE
COORDINATES
(NORTH ZONE)
1
N 166145.23
E
1164165.54
N 165987.02
E
1164218.26
3-
N 165939.13
E
1164232.64
4
N 165943.37
E
1164249.90
5
N 165797.64
E
1164275.83
6D
N 165503.94
E
1164199 25
77
N 165259.95
E
1164257 26
3)
N 165182.77
E
1164221.11
-
N 165029.02
E
1164250.29
N 165020 38
E
1164204.76
D
N 164828.65
E
1164241.14
N 164865 83
E
1164415 69
N 165148 91
-
1164778 66
-
N 165177.80
-E
E
1164845.09
D
N 165054.51
E
1164791.98
N 165037.09
E
116474-8.45
J
N 164929.96
E
1164634.73
N 164862.32
E
1164501 74
N 164842.32
E
1164434.74
N 164834.81
E
1164341 74
N 164797.01
E
1164126 72
S
N 164830.51
E
1164013.54-- -
N 164841.79
_
E
1164008 81
N 165006.21
E
116390113
N 165401.05
E
1163832 70
N 165462.56
E
1163818 72
N 165522.32
E
1163792 60
N 165579.58
E
1163752.15
N 165637.79
E
1163689.06-
30
N 165842.22
E
1163295.76
3�1
N 165924.04
-
E
- ----
1163364.55
3
N 166084.60
E
1163643.52
3
N 166174.78
E
1164160.39
COMMENCING AT THE NORTHWEST CORNER OF LOT 54, BLOCK 113 OF CHENAL VALLEY (ORLE'), AS RECORDED IN INSTRUMENT NO. 2005097403, RECORDS OF
PULASKI COUNTY ARKANSAS, SAID POINT ALSO BEING THE POINT OF BEGINNING. THENCE ALONG THE WEST LINE OF SAID LOT 54, BLOCK 113 A BEARING AND
DISTANCE OF S18'25'42"E, 166.76 FEET TO A POINT LOCATED ON THE NORTHERN RIGHT OF WAY LINE OF ORLE' CIRCLE; THENCE S16'42'41"E, 50.00 FEET TO
A POINT LOCATED ON THE SOUTHERN RIGHT OF WAY LINE OF ORLE' CIRCLE; THENCE CONTINUING EASTERLY ALONG SAID RIGHT OF WAY LINE AN ARC OF A
175.00 FOOT RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF N76'12'02"E, 17.78 FEET TO A POINT BEING THE NORTHWEST
CORNER OF LOT 1, BLOCK 116 OF CHENAL VALLEY (ORLE'); THENCE LEAVING SAID RIGHT OF WAY AND BEING THE WESTERN LINE OF BLOCK 116, A BEARING
AND DISTANCE OF; S10'05'16"E, 148.01 FEET; THENCE CONTINUING ALONG THE WESTERN LINE OF SAID BLOCK 116, THE FOLLOWING COURSES; (1) S14'36'52"W,
303.52 FEET; (2) S13'22'31"E, 250.79 FEET; (3) S25'05'56"W, 85.22 FEET; (4) S10'44'43"E, 156.50 FEET TO A POINT ON THE NORTHERN RIGHT OF WAY LINE
OF ORLE' CIRCLE, ALSO BEING THE SOUTHWEST CORNER OF LOT 8, BLOCK 116, CHENAL VALLEY (ORLE'); THENCE CONTINUING WESTERLY ALONG SAID RIGHT
OF WAY LINE, S79-15'17"W, 46.34 FEET; THENCE LEAVING SAID RIGHT OF WAY LINE, S10.44'43"E, 195.15 FEET TO A POINT BEING THE SOUTHWEST CORNER OF
LOT 18, BLOCK 113, CHENAL VALLEY (ORLE'); THENCE ALONG THE SOUTH LINE OF SAID LOT 18 AND BEING THE SOUTHERN LINE OF BLOCK 113 OF CHENAL
VALLEY (ORLE'), THE FOLLOWING COURSES; (1) N77'58'37"E, 178.46 FEET; (2) N52'02'59"E, 460.31 FEET; (3) N66'29'33"E, 72.45 FEET TO A POINT ON THE
SOUTHERN LINE OF SAID BLOCK 113 ALSO BEING THE NORTHWEST CORNER OF CHENAL VALLEY GOLF COURSE; THENCE ALONG THE WESTERN LINE OF CHENAL
VALLEY GOLF COURSE A BEARING AND DISTANCE OF S23°18'24"W, 134.25 FEET; THENCE LEAVING SAID WESTERN LINE OF CHENAL VALLEY GOLF COURSE
S68'11'16"W, 46.89 FEET; THENCE S46'42'34"W, 156.23 FEET; THENCE S63'02'24"W, 149.20 FEET; THENCE S73°22'37"W, 59.92 FEET; THENCE S85'23'03"W,
THENCE N73'30'43" 1 .03 FEET TO A I H EASTERLY LINE OF BLOCK 109 CHENAL VALLEY
93.31 FEET; THENCE S80'O1'44"W, 218.31 FEET; THE W> 18 POINT ON THE
INSTRUMENT NO. 2012079564 2014000156 AND 2014 F PULASKI COUNTY ARKANSAS; THENCE ALONG
(MIRAMAR PLACE), AS RECORDED 1N069184, RECORDS 0 UL
OF SAID BLOCK 10 THE FOLLOWING COURSES 1 N22'45'04"W 12.24 T 2 N33'13'23"W 196.54 FEET 3 N09'49'57"W 400.73
THE EASTERLY LINE A L 9, H () FEET, () () ,
FEET; (4) N12'48'06"W, 63.07 FEET; (5) N23'36'46"W, 65.22 FEET; (6) N35'14'07"W, 70.11 FEET; (7) N47'18'20"W, 85.84 FEET; (8) N6232'04"W, 443.25 FEET
TO A POINT ON THE SOUTHERN RIGHT OF WAY LINE OF CHENAL VALLEY DRIVE; THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE, N40'03'13"E, 106.89
FEET; THENCE ALONG THE ARC OF A 470.00 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N60-04'41"E, 321.88 FEET;
THENCE N80'06'10"E, 524.67 FEET; THENCE LEAVING SAID RIGHT OF WAY LINE, S09.53'50"E, 30.00 FEET, BACK TO THE POINT OF BEGINNING, CONTAINING
16.38 ACRES, MORE OR LESS.
CERTIFICATE OF SURVEYING ACCURACY
MARION SCOTT FOSTER, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL
�OtSTE�
MONUMENTS REQUIRED ACTUALLY EXIST AND
4 STATE Or '�
ARE CORRECTLY SHOWN HEREON AND THAT ALL
ARKANSAS
NO. 1467
SURVEYING REQUIREMENTS OF THE LITTLE
o
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
3 4'
9f°NAL LA�9
Z 20 Z'z Y
DATE OF EXECUTION MARION SCOTT FOSTER
REGISTERED LAND SURVEYOR
NO. 1467, ARKANSAS
AND/OR UTILITIES AS NOTED. "may 48 O Lo oo� - CT H 10_00 1 L 1 la0 O '
3. SEWER EASEMENTS MAY BE USED FOR SANITARY SEWER. J 10.00 TRA O I m p \
l 1 -- 135.00' ll
�z 1 w o 1 1 Q
4. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF -}I _ 000„ a I 3B h N \ \
INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. - I ' o g '` 011 h o q' �' - /�
5. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 1' 23 I +l o �' I //s" h �� \ \ ' \
90•°, I i '1 I o °?2z.� \ % % \\\ 14 Zg'�� 14
6. ERROR OF CLOSURE: EXCEEDS 1: 20,000 ' t " + CA' g °' + ' I d° 141.45' ® \ \ N66 G5
9 1 60 135.00' , II 19 0c'� N \ /'
7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', I b 1 11. c oo I 11 ao• , I 01 o
UNLESS NOTED OTHERWISE. _ _{ 90.. 9° �I 1 90ce 0,
8. ALL FRONT AND REAR BUILDING SETBACK LINES ARE 25 FEET, I 1 __-
(25 BLDG. LINE). SIDEYARD BUILDING SETBACK LINES ARE 8 FEET - 00„ �l0 25,0' 25�'laI ° \ygya
Y cz 22 I?+� ICI 5.0' o EH I W /' 1 ? \\ y
ON LOTS 21, 22, 23, 46 AND 49, BLOCK 113. ', 11 II =11 $ �' go. I II '' 37" '�` 1 \ ' /' ` \ 5
SIDEYARD BUILDING SETBACK LINES FOR ALL OTHER LOTS ARE 10 FOOT. ', '\ 50 11 p oo 135.00' 00• ' \ 9
9. ALL TRACTS MAY BE USED FOR LANDSCAPING AND PEDESTRIAN PATHS \ \Ln
WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR _J s°o 10�1�1 \1\\� \ \ v 90'p.
FOR RESTRICTIONS ON USE. --- o"� rn \ \ °' IS
10. ALL LOTS HAVE AT LEAST A 15 FT. WIDE UTILITY EASEMENT ACROSS co S • _� = i nF /
16
THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. +,MIRAMAR PLACE a 21 \ 51.34
1 36,}4 103'13'14" Cl
1 INSTR. # 2012079564 II 5E \ S79'55�^W to \S79°15'17"W
11. TRACT E, G, H AND 1 MAY BE USED FOR DRAINAGE, STORM DRAINS AND STORM \
DRAINAGE OVERFLOW. 5k \ \ g \ i 46.34' '�\ \ �� Cpo' /' // n
1' 51 �\ / i '�i 1�6 ou3 2S �\`�•Fy, i \\ \ \\ N ' tyy`� �'
12. TRACT F MAY BE USED FOR SECONDARY EMERGENCY ACCESS.
p0, 17
13. STORM DRAINAGE DITCHES IN TRACTS SHALL BE MAINTAINED BY THE / \\ > 1P ----�
PROPERTY OWNERS ASSOCIATION. \ / /' �lO \\\ 93.03'02" 2n 1p250A9 / N \,� ,' SG��
14. ALL DRAINAGE EASEMENTS ARE TO REMAIN UNOBSTRUCTED. / _
/ \ % % w o rn 1 / Q
�� 52 c� �/ / o, N 1, 18
NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, \ \ �� ,M 'o l °' DRWpO 1 BLOCK 1 13
AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP \\ \\ ,/' \\ r^, 2y l Egs�f stkg.,R 100'
FOR LITRE ROCK, ARKANSAS. \ \ \ 'O v / �''T I 46 /'
(FIRM COMMUNITY PANEL # 05119C 0315 G. DATED JULY 6, 2015) \\\\ \ \\\ 5 N22'4512 24'���N 61.42j�,� / \d 171.28' ,o°/°S.Io.o' 11 �,' E11 Ga 85°23'03 w`195�36292•'w 18 n
�\ //V TRACT I 1,441,W 93.3V
CENTERLINE CURVE DATA \ \ \ `RPj' \ 1 jg o33„w Sg 218.31
CURVE LENGTH DELTA TANGENT RADIUS
Gt-198.34'--90'54'44" _127.00' 125.00' \ i 10 FT SAN. SEWER EASEMENT
54 INSTR. # 2012078288 POTLATCHDELTIC REAL ESTATE, LLC
G
U
V1
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 PLAT.
DATE OF EXECUTION PotlatchDeltic eal Estate, LLC
# 7 Chenal Club Blvd.
Little Rock, Arkansas
D.R. PAGE
INSTRUMENT NO. 88-61004
III II I II'I III II IIII I III I I I 2022006477
PR'-k.MEn13E-2022032153PM RECORDED: 01-26-=20333:40PM
In Official Records offend Hollingsworth CircuR/Coudy Clerk
PULASKI CO, AR FEE $15.00
84's= t zO91�47l
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
p"-p�i����.y_
PLAN MADE BY ME, AND THAT THE
f'
i� ARKANSAS
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULA I S
d REGISTERED
HAVE BEEN COMPLIED WITH.
PROFESSIONAL
ENGIN
� v`
--�--Lof4�
TIMOTHY E. DATERS 1�
No. 5033
THY E. DATERS
DATE OF EXECUTION TIMREGISTERED
IIl
PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
„•„J' AlJ •,
°"'=g/';,t,�IATLS'sz
CERTIFICATE OF FINAL APPROVAL
5 cA 2 BtiU.
tfF'2� `2-;
-yam•
1iSAs-
PURSUANT TO THE LITTLE ROCK SUBDIVISION
2 Nt0.
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.
'L6 zv
DATE OF EXECUTION LITTL ROCK PLANNING
COMMISSION
THIS DOCUMENT, NUMBER , FILED FOR
RECORD 20 IN PLAT BOOK
PAGE
PLAT
LOTS
19-23
LOTS
42-53
LOTS
9-17
TRACT
E,
F & I
TRACT
G
& H
CC I,
IC 1
ILOCK
tt6
BLOCK
BLOCK
•
CHENAL VALLEY
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
To be known, as " ORLE, 9)
Being Part of Section 27
T-2-N, R-14-W
Pulaski County, Arkansas
JANUARY 24, 2022
rims LJ WHITE-DATERS & ASSOCIATES, INC.
s CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
Fj 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
T60