HomeMy WebLinkAboutS-1975-A MapOWNER:
PINEWOOD LAND COMPANY, LLC
PR
OJ�ECT I
h-ILOCATION -
- ij
VICINITY MAP
(1 "=2000')
BUILDING SETBACKS:
FRONT
20'
REAR
20'
SIDE
5•
GENERAL NOTES:
1
FLOOD INFORMATION:
ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NUMBER 05119CO305G, DATED
7/6/2015; A PORTION OF THIS PROPERTY FALLS WITHIN ZONE AE
LEGAL DESCRIPTION
13.9484 ACRES BEING A PORTION OF THE NORTH 3/4 OF THE NE1/4 OF SECTION 14,
T-2-N, R-14-W, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS; MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT LOCATED AT THE SOUTHEAST CORNER OF THE N3/4 W1/4
NE1 /4 NE1/4, SAID SECTION 14, SAID POINT ALSO BEING THE POINT OF BEGINNING;
THENCE N87.36'04"W ALONG THE SOUTH LINE OF SAID NORTH 3/4, A DISTANCE OF
1653.57'; THENCE LEAVNG SAID SOUTH LINE, NO2'51'15"E-330.11'; THENCE
S87'35'52"E-253.24; THENCE S0224'08"W-40.00'; THENCE S87'35'52"E-1229.79';
THENCE ALONG THE ARC OF A 125.00' RADIUS CURVE TO THE LEFT, HAVING AN ARC
LENGTH OF 4.08' AND CHORD OF NO3.45'31"E-4.08'; THENCE NO2'49'22'E-687.35' TO A
POINT ON THE NORTH UNE OF SAID SECTION 14; THENCE S87'36'13'E ALONG SAID NORTH
LINE, A DISTANCE OF 170.66' TO A POINT LOCATED AT THE NORTHEAST CORNER OF THE
N3/4 W1/4 NE1/4 NEi/4, SAID SECTION 14; THENCE S02'51'39"W ALONG THE EAST LINE
OF SAID N3/4 WI/4 NE11/4 NEt/4, A DISTANCE OF 981.46'; BACK TO THE POINT OF
1. ALL CORNERS WILL BE SET WITH 1/2" IRON PINS (UNLESS OTHERWISE NOTED) BEGINNING.
2. EASEMENTS INDICATED HEREON SHALL BE USED FOR DRAINAGE AND/OR UTILITIES
CURVE TABLE
CURVE NO.
RADIUS
ARC LENGTH
CHORD
CI
150.00'
234.52'
N47*36'45 E-211.35'
C2
25.00'
34.59'
N52'45'34'E-31.90'
C3
305.00'
26.72'
N1537'35'E-26.71'
C4
25.00'
39.79'
S42'00'14":-35.72'
MAP COORDINATES
POINT #
NORTHING (FT)
EASTING (FT)
1
175575.69
1172706.15
2
175644.90
1171054.03
3
175974.60
1171070.47
4
175963.98
1171323.48
5
1759 24.02
1171321.81
6
175872.47
1172550.51
7
175876.55
1172550.78
8
176563.06
1 1172584.63
9
176555.92
1172755.13
SECTION 11
SECTION
--���
59111 «I P-'s°°
S87"36'13"E-170.66'
120.65,0
73F
'w-
o..... TRACT B
W
m
w
.
4
I
N
N
W
Q
I
1
� SBT70'38'E-120
1
24,00
25
7
224 1 225
228 1 227 1 i
1
; i
mil
228 229 ; 230
1 231 1 232
50' II
LOT z75
I
S8T10'38"E-120.53'
I
I I
21.00
CHORD=N4T•9
1
S-10.OG
I_
ARC L6HLTH=lip'.
l
136
____________t------------
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______1____________J_____________L____________
; �R>•95 SY•P_4sP�
n Nil
wt I
8
m
L-----------
I
-------
NRT35'S2 P-Iy.9R' 0
I `
S8T10'38•E-120.49'
CHORD-380'68'2e'M-10.W' ..m
RAD1H5=PS.W'
I I
16.00
...___-__-____ _
-.___._________________.____..
ARC )dNGTH=f0.10' 4
CHORD=STS•95'SS•5-10.(0' qH
1
T_______-__
1
_._..
r______-
________------- ____
RADNS=Yb OD' m
_
... exc DSNcrN-rosy
SRr95'S2.6-K.fN 2
$ I'
m
I 1
135
0
1 , ; 1 , I I Iw LOT 274
1 , I , 1 , xYu'OR's-/600' z
3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. s67*10'36 E-,zo.4s'
r 1 1 , 1 xeras'sr.-+zes v'�i, c>
4. ERROR OF CLOSURE: EXCEEDS 1:20,000 I I mom-x4rYslss-f.1s !
W 10.00
5. RADII AT INTERSECTIONS OF STREET RIGHT OF WAYS ARE 25.0'; UNLESS OTHERWISE ' 131 433 432 431 430
; 429
8 CN 134 S
INDICATED. 428 42711 428 I 425
6. BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATE SYSTEM i ; i I ' f
; i ; i ; i ; i ; I I S8T10'38 E-120,41'
NORTH ZONE, NAD 83
W AI I I 13.00
7. TRACTS INDICATED HEREON SHALL BE MAINTAINED BY RID (RECREATIONAL --(- --SE i 1i 1I
04
IMPROVEMENT DISTRICT) __ --te-------- ----------t---------}------ o p�a
I 1 m11
I
I
;I 1 330) d
1 ____________________
s
LOT 273,
F v�;------------58T,0'8"E-,20.3T--------101 i 402 ; 403 Z 18.WOWNER: 4005 i406 1 i I407 ' 1 ; ; ; 15' UTILTY EASENT
1 409 ' 'RANCH WESTLLC i H PLAT),
412 413I -114 1 415 , 416 1417 1 i I205 132 8 O 420 1 421 i 422 i 423 i .19
00
1Ei
___________ _________ _
; ; I
�[{ , 1 1 1 , 1 t
EeZ _I -_-L_ 1 I I CHORD -NA - 1.
..__._-_- ' 1
1
I I 1 t 120.33' �
__ --_------ L__________1_____-______' i I i I y
_ _ � re-�rl I � 58T10'38 E' O
Cv
i Z
1 ____y----_-_ L 1 I 1 1 _
Lin U I 204rA
__________t__________1_____-____1_-______-_J___--.,____J________NTS!'OH"8-16.- ARC `�
131
1 1 - ______________________________ ___ _ CTH 59'
LOT
s 4r.u•
pa
---- _ ---- _ 272
f_____-___T________-_T_ _ __._______-
-' r'------------------------' i ; 1 , -i---------- -_. _.----
a I y �----- -- _. to
CHRRP•SR
-------
( 1 1 1 1 T-- - r-'------ -
- _ __.-_--.__ R.foms=Ps.ao
7________-__-__________________________________________..__-__________-_-__-_-_-_____________________yam.
IHC lPNCTH 10. f0
-l_-___----_'1---_-_---T____----- ReDNs_zb.00' I .00
T---------- LPNCTH=rosy .' j
r---------- _
' 2 0:, r----- --
, 1 1 ' 1 I ; , I , T r T bir95'S2"e 4as a �I
13 0
S87'35'52"E-253.24' ;� so' :317 I 316 I 3-1, I 344 ; ��H -
I , ; 1 I i ; 1 ; 1 1 ; xfir9Sb8'�-�O.ss' � w
343 1 342 i ; ; i ; ; 1 ; i i 1 .rzrs. rs1v� I -1 Iz
83.24' ! , , 3-11 ; 340 339 1 336 i ' O i q ; ' i ' i ' ' ; , r s-m I 7 S8T10'38'E-120.25-
120.00' w . > I I , I 1 , I I 337 1 336 1 33� I i 1 1 , 1 1 ' ' i ! 25
S2'24 08"W-40.00 1 33-1 333 ' I ' 1
1 , 332 1 331 1 330 f 1 ; 327 :3.�.6 r 1 s 5
202 gI 18 2s 25 i i I i i i i ; 32a i 328 CHORD-N0T45'31 E-a4 08' 321 � I m
$la
VALLEY RANCH SUBDTVTSION
(INSTR. NO. 2013032011)
11 I 1 I I I 1 I RADIUS=125.00' a so' m I IN 129 $ LOT a_71
N 1 65.00' ar� 50.00, S8T35'52 E-1229
ARC GTH 4 08'
I so.00 " 79• I I I I I I LEN = I E-120.21
50.00' i 27 Sari 50.00' S0.00' 50.00'
O f AA mo NBT35'52'W-120.0p' _ I �1 I 50.00' S0,00• �•�,�, I ; ' i I CHORlI=N09.54'bl•P-d.t9' I n 1 I 14.00
" ° 3 w
1+) z $ I fN�i Py18 Ni 1= S 50.00' S0.00' 50.00' 50.00' S0.00' S0.00' S000' �• I ' I A.¢CR DXSTH 0,00 N
W - d 201 I i•, �f tt I I o g $ o g o y 5QOD' 50.00' „4.79'
suaDlvlsloN m °' a r. $ i I w 302 r 303 g s o 's o 8 s 1 I 128 n
SIGN. MAX
ALLOWED BY I i �� r� 01 o s $ 304 $ 305 A 306 307 3pg - d d $
LO
I= I ; , $ e $ 309 m 310 W 311 w 31 W d
ORDINANCE. N8T35'52 W-120.00' ZI I I o o ® 2 i, 313 W 314 315 W 316 s
p N " N ry w a
CV O " N N Y
I Z z Z Z H Y O IV N N N Y
317
`" I N o
z s � Z Z � � � � " N Y a 318 319 320 321 32 323 5 - 53
(gip
cR TRACT A F ��- _ z Z V " N " V r r Q $ LOT _SJ
20' BI.DG. UNE z z z sr N N N r 2 m // /
zl --- ---- - - --
o' 65.0o soar so.00 soar ---------- - - - -- -- --.- r �i % �/ 127
N
- - - _ _ _
_ _ 229.70' ---.- ----- --.
50.00' 50.00' 50.00---.-----.--. ----- ---- - - /
-�--_-_`_ 20'-- UNE---.z----- -.-.-z � /// •�' �
_- - - - - -- _ _- _ __ 50.00° SO.UD' S0.00' S0.00' S0.00• - -15 ESMT. - - - - - - - - -- - .- - .- - - - _
50.00' S0.00'
------- _- _-- MOUNT _BR00K AU -AD N So.ar 50.00" saoo' 50.00' 39.89' a1Y l / / ks�
/ 0•
N AS8T3S'S2'E-1359.58' _ -- _ -- _ �- - -- - �/ /� sj�, '
43.35' - _ -- _ - _ _
ry 80.00' 6000• 60.00' II,n---'�
1 r I - - 15- ESM7.. 80.00' 60.00' 60.00' 60.00'6000,,t7 _ -- _ - _ - _ - _ -•-�-- - �� - ' �/ \ \ B)
- - - - - - - -
5.. 5 - -- --.-- -_---- _ -- ------ --.-- saw fi0 0 N
U $ a o - ----- --._ _----- ----- 60.00• 60.00• 60.00' 60.00• /\ \ 3.. 26
_ _ _BOar
_ _ _ _ _ �� 6 oa' _ 1
r " d O o - - -- ----- -- - - '--- ------ -- 26.12' 30.45 \ 7j
N N N 6d 9 c in - 15- Mr. 60.ar 60,Oy ��, `•> / G4 LOT 289
101
0 102 0 103 104 105 106 T o e o 0 0 o a n
N N $ $ 107 0 108 109 110 111 112 = r
N N N N N a N 113 114 115 0 116 $ 117 118 119 $ 120 # 121 # 122 123 124� 125 s `� ��\ \r N
0 14N o \ m
74.61' 60.ar " Vi y & N N N
60.00' 80.00' 80.00' i rn � H H
� N'u 80.ar 60.00' so.00• eo.00' Boar
\ \
ao.00' so.00' ' \ \ LOT 268
T-POST �•�, � � �. \ \
TRACT
N87'36'04"W-1653.57' 60.00, 60.00' Saar \ \
78•0B' 100.9p'
140.01' \ POINT OF BEGINNING
d FIND 3/4" REBAR
THE RANCH TRACT d ts'-' SOUTHEAST CORNER
TRACT B OWNER:
CERTIFICATE OF ENGINEERINGA f p TT� INSTR. NO. 2008029407) TRACT A PARKLAND HEIGHTS, PHASE IC PARKLAND HEIGHTS SECTION114, TE12 NNR1 14-W
OWNER:
PARKLAND HEIGHTS, PHASE 1B
I, JOE D. WHITE, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY �` S� OF a RENAISSANCE POINT APARTMENTS CERTIFICATE OF FINAL APPROVAL (INSTR. NO. 2012020213 PHASE to - COMMON AREA PULASKI COUNTY, ARKANSAS
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING AIII AI�SAS (INSTR. NO. 2011031147) )
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND * * ��� PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND OWNER: OWNER:
Orr_ul el'1nN¢ NAVE RFFN Cf)MPI IFD WTI -I, EEGISTERED 794 REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING PARKLAND HEIGHTS RANCH PARKP ND HEIGHTS RANCH FINAL PLAT
t4 /¢- 21W
DATE OF EXECUTION
PROFESSIONAL H1111111111111111111 2025044
ENGINEER �� PRESENTED 1&2025022001PM RECORDED 15-202502.21:49PM
® III
7094 * In Official Records of Terri Hollllinngss-woortth Circuit/County Clerk
5.00
���J/!�✓ARCH-1 $1 Y'r- 11 YV 2/L'q q �13
CERTIFICATE OF SURVEYING ACCURACY
I, BENSON JOHN LEBOEUF, HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED
BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE •'. G
CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING W' ar1-
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND _ 14 �
REGULATIONS HAVE BEEN CO PLIED WITH. %: ��'-
BENS JOHN LEP&LIF DATE OF EXECUTION
REGISTERED LAND SURVEYOR
"puuunOp
to
f \ a�t4'•• O
�✓ •tea¢ ' r
'' .,
BEEN COMPLETED, THIS DOCUMENT" TS�EREBY ACCEPTED. THIS
CERTIFICATE IS HEREBY EXECUTED UN ER THE AUTHORITY OF SAID
RULES AND REGULATIONS. i
LITkIl R PCANNIN DATE OF EXECUTION
COMMISSI/Opt
"pEiTIFICATE 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. ,
MOUNTARYBROOK, LLC DATE OF EXECUTION
P.O. BO 242142
UTTLE OCK, AR 72223
INSTRUMENT NO. 2024047463
ROPERTIES, LLC
SCALE IN FEET
60' 30' 0' 60' 120' 180'
a
1-•y
G:\DWG\2024\24-143B - Storthz Property\FINAL PLAT\FINAL PLAT - PHASE i_rev.dwg
.I _ A