HomeMy WebLinkAboutS-0285-WWW Map 4CERTIFICATE OF SURVEYING ACCURACY
� "q � I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
�I 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.
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DATE 0 EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
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,•'��ISTER��••,�
SIGNA 11 �4
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CERTIFICATE OF ENGINEERING ACCURACY
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 R LATIO
HAVE BEEN COMPLIED WITH.
DATE 1OF XECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
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REGISTERED
a PROFESSIONAL
ENGINEER
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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.
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DATE OF EXECUTION BY
RANCH PROPERTIES,INC.
900 S. SHACKLEFORD, SUITE 300
LITTLE ROCK, AR 72211
INSTRUMENT NO. 89 62166
NW1/4 NE1/4
SECTION 14
CERTIFICATE OF FINAL APPROVAL
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.
4I 1011vu J
DATE OF EXECUTION LITTLE V OCK PLANNING
COMMISSION
60 0 60
--------_ 10'Esmt.
`L2 —T `-----------� -- ------ _--- S8735'41"E 1656.52'
N '
25BLDG. LINE 1646.52'— — _
10' RIGHT-OF-WAY DEDICATION
A THIS PLAT 3,398 ( S0. 3I FT.)
25.0'
4' r�Q M ►I
�
to
00)
T�.,
�I
o Z ZI Z
Im fir 1- �_,A CT J i
PRE
m
I- -- - -- NW?/4 NE?/4
L — — SWt/4 NEI/4
Es — —
10'mt.------- ---- 25'BLDG. LINE
Ao---.---- 1001.20'----------- —T —
4;-0�e N87°32'42-'W 1011.20' N
F
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CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER J Dl 6 21 Cl ,FILED FOR
RECORD ` 2W6 IN PLAT BOOK
PAGE
PAT UBRIEN, Circuit County Clerk
'A.UIT
PLAT OF
TRACT J
THE RANCH
AN ADDITION TO THE CITY OF
LITTLE .ROCK A KAN)0NAS
BEING PART OF THE NE 1 /4, SECTION 14
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
FINAL
i,,el
BY:
DATE:_
ta
MARCH, 2006
STOATEBRIDGE APARTMENTS
TRACT G—R, THE RANCH
PLAT BK. H, PC. 224
LEGAL DESCRIPTION
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PART OF THE NEt/4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF TRACT G-R, THE RANCH, AN
ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS;
THENCE NO2.58'18"E ALONG THE WEST LINE OF THE E1/2, SAID SECTION 14, 339.81 FT.
TO THE SOUTHWEST CORNER OF THE N3/4 NW1/4 NE1/4, SAID SECTION 14; THENCE
S8735'41"E ALONG THE SOUTH LINE OF SAID N3/4 NW1/4 NE1/4 AND THE
SOUTH LINE OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14, 1656.52 FT, TO THE
SOUTHEAST CORNER OF SAID N3/4 W1/4 NE1/4 NE1/4, SAID CORNER LYING ON THE
11
N36°35' 14' W
60.00'
R542.96'
CDN49.47'03" E
LC64.83'—��
WEST LINE OF LOT 268, CYPRESS POINT WEST, AN ADDITION TO THE CITY OF LITTLE ROCK, R'
25.00
ARKANSAS; THENCE S03'37'03"E ALONG SAID WEST LINE AND ALONG THE WEST LINE CDS73`3 25.00P�
OF LOT 267, SAID CYPRESS POINT WEST, 186.11 FT. TO THE SOUTHWEST CORNER OF SAID LC18.56'
LOT 267; THENCE S19.46'32"E ALONG THE WEST RIGHT-OF-WAY LINE OF BUCKLAND �� ' W
ROAD AND ALONG THE WEST LINE OF LOT 266, SAID CYPRESS POINT WEST, 361.78 FT. TO /
A POINT ON THE NORTH LINE OF TRACT S. SAID THE RANCH; THENCE SOUTHWESTERLY ;
ALONG THE NORTH LINE OF SAID TRACT S THE FOLLOWING: (1)
S60'59'47'W, 222.33 FT.; (2) S6755'31"W, 216.27 (3)
S49'37'25`W, 122.49 FT. AND (4) S76-22'09"W, 93.5?
WESTERNMOST CORNER OF SAID TRACT S; THENCE N3515' 15" W, 201.20 V Q
FT.; THENCE N11'39'527W, 144.93 FT.; THENCE SOUTHWESTERLY ALONG THE ARC
OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S7336'36"W, 18.56 FT. TO A POINT ON THE EASTERLY RIGHT-OF-WAY v %
LINE OF CHENONCEAU BLVD.; THENCE NORTHEASTERLY ALONG SAID
EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 542.96 FT. RADIUS CURVE Q /
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N49'47'03"E, 64.83
FT.; THENCE N36.35'14 W, 60.00 FT. TO THE NORTHEAST CORNER OF
SAID TRACT G-R, THE RANCH; THENCE N31.09'12"W ALONG THE NORTH LINE
OF TRACT G-R, 131.40 FT.; THENCE 1\18732'42"W CONTINUING ALONG SAID /
NORTH LINE, 1011.20 FT. TO THE POINT OF BEGINNING, CONTAINING %
18.9501 ACRES MORE OR LESS.
SOME PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR LITTLE ROCK. ARKANSAS.
(FIRM COMMUNITY PANEL # 050181 0029 F, DATED OCT. 19, 2001)
GENERAL NOTES:
ems.
RIGHT-OF-WAY DEDICATION
\ 50.00' 1 THIS PLAT (5,409 So. FT.)
Scale 1/1 = 60 ft
"v1/4 NE1/4 NE1/4
SE-1ION 14
180
5E CORNER I
N3/4 W1/4 NEliq NE5/4
SECl10N 1q
— 332.94_ 10'Esmt.
I In
M�
W W
.! O
c,+
rn
J'I
N72'57'17E J
55.07'
RIGHT-OF-WAY DEDICATION
THIS PLAT (4,298 SO. FT.)
. J
NVT46'32"W \
85.10, \
267
CYPRESS POINT WEST
PLAT BK. G, PG. 668
K D OAD
BUC -,
�F265
Zg 0
S72'57'17W I
50.06'
9
Q 1
�\ \ �
j
\ C
\o
SET 1/2' IRON PIN
�W/ CAP (W/D 1281)
/ (7
?s loop
00
��� ARKANSAS BAPTIST SCHOOL
TRACT S, THE RANCH
PLAT BK. D, PG. 265
SET 1/7' IRON PIN
W/ CAP (W/D 1281)
® g3'S3 AR STATE PLANE COORDINATES (NORTH ZONE
1. 1/2" IRON PINS WERE SET AT ALL CORNERS,
UNLESS NOTED OTHERWISE.
2. ALL EASEMENTS SHOWN ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. ERROR OF CLOSURE: EXCEEDS 1:50,000
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Job No. 06-252P
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