HomeMy WebLinkAboutS-1440-B Map 4U
Al2�
STATE NWY
o
a
10
0
v
3
THIS
PLAT
o
�
p
O
52
a
�
FOyc
m
H/rySON
TAYL OR LOOP
a
�
z
J
VICINITY
MAP
NTS
ARKANSAS STATE PLANE COORDINATES
NORTH ZONE MONUMENT
N 169960.19 E 1176780.67 set 1/2" iron pin w/cop # 1281
N 169959.05 E 1176541.26 set 1/2" iron pin w/cap # 1281
N 170192.25 E 1176547.72 set 1/2" iron pin w/cap # 1281
N 170192.00 E 1176556.72 set 1/2" iron pin w/cap # 1281
N 170289.96 E 1176559.43 sett 1 2' iron pin w/cap # 1281
N 176290.03 E 1176550.43 fnd. cotton -spindle
N 170389.91 E 1176554.25 fnd. 1 pipe
N 170494.44 E 1176556.11 fnd. 1-1/2" pipe
N 170619.98 E 1176559.53 set II 2" iron pin w/cap 1281
N 17C619.48 E 1176649.00 fnd. iron pin
N 170748.77 E 1176651.67 fnd. 1/2" pipe _
N 170747.87 E 1176802.16 set 1/2" iron pin w/cap # 1281
N 170937.76 E 1176807.34 found 1/2" iron pin w/cap DCI
N 170768.36 E 1176 888.18 found-1/2- iron oin w/can DCI
8 N 169957.89 E 1177246.95 set 1/Z" iron pin w/cap # 1281
LEGAL DESCRIPTION
PART OF THE NW1/4 NE1/4, SECTION 24 TOWNSHIP 2 NORTH, RANGE 14
WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
BEGINNING AT THE SOUTHWEST CORNER OF THE E1/2 NW1/4 NE1/4, SAID
SECTION 24; THENCE S89'43'38"W ALONG THE SOUTH LINE OF THE
W1/2 NW1/4 NE1/4, SAID SECTION 24, 239.42 FT.; THENCE N01'35'18"E,
233.29 FT.; THENCE S88 24'42"E, 9.00 FT.; THENCE N01'35'18"E,
98.00 FT.; THENCE N89'32'40"W, 9.00 FT.; THENCE NO2'11'16"E, 99.95 FT.;
THENCE N01'01'11"E, 104.55 FT.; THENCE N01'33'46E, 125.58 FT.;
THENCE S89'40'39"E, 89.46 FT.; THENCE NO1'11'047E, 129.32 FT.;
THENCE S89'39'29"E, 150.50 FT.; THENCE NO7'33'46"E, 189.96 FT.
TO A POINT ON THE CENTERLINE OF SNYDER CREEK;
THENCE SOUTHEASTERLY ALONG THE CENTERLINE OF SNYDER CREEK
THE FOLLOWING BEARING AND DISTANCES: S2930'36"E, 187.71 FT.;
S4927'17"E, 178.90 FT.; S59'46'15"E, 171.37 FT. AND
S75'42'18"E, 119.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE
OF BELLA ROSA DRIVE; THENCE S02'07'17"W ALONG SAID WEST RIGHT-OF-WAY LINE
559.06 FT. TO A POINT ON THE SOUTH LINE OF SAID E1/2 NW1/4 NE7/4;
THENCE N89'43'02"W ALONG SAID SOUTH LINE 466.28 FT. TO THE POINT
OF BEGINNING, CONTAINING 11.5045 ACRES MORE OR LESS_
CENTERUNE CURVE DATA
CURVE LENGTH DELTA TANGENT
C1 nnnarsmia• Harr
C4
N89032'40" W
9.00
w
Do -
PO
-- o
�o
00
:- rn
0
Z
S88'24'42" E
9.00,
Elk
10' DRIVE ESMT,-
S89'40'39" E
89.46'
S89'43'38'
239.42'
S89'39'29" E
w Ov U 50
co
�t co
M of ' �0
o Scale 1" = 50 ft
Z
Southwest comer T N89'43102"W
E1/2 NW114 NE1/4 466.28'
SECTION 24
CERTIFICATE OF SURVEYING ACCURACY
ti�V-TS:�" '<-'
s1n'rllo I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
r ARKANSAS PLAT CORRECTLY REPRESENTS A BOUNDARY
NO.I'M SURVEY MADE OR VERIFIED BY ME, ALL
G� MONUMENTS REQUIRED ACTUALLY EXIST AND
sroun"ruxs ' i� ' ARE CORRECTLY SHOWN HEREON AND THAT ALL
q ,F SURVEYING REQUIREMENTS OF THE LITTLE
rLA B' f� HAVE BEEN SUBDIVISIONROCK COMPLIEDLES WITH AND REGULATIONS
.?NL
�faer ARkAN,SAS `.
REGISTERED �Z
PAOFESSINNAL
A BNGINEEft �+
No.5033
i�%'i ,. _
I
No Vehicula Access,
ly h Wall Esmt.
II
I
I
I
90' No Vehicular Access.
Utility h Wall Esmt.
SW47'4, W . PAGIS Marker
® 48.12' % 2090 AZM MK
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
CERTIFICATE OFENGINEERINGACCURACY
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
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.
CARD Investments, LLC
11,101 Rodney Parham Rd.
Little Rock, AR 72212
D.R. PAGE
INSTRUMENT NO. -
CERTIFICATE _ -OF FINAL APPROVA
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.
V /"I IL VI L/.LVV IIVIY
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER
RECORD , 20_
PAGE
LI I ILC RUI.r, rLANININU
COMMISSION
FILED FOR
, IN PLAT BOOK .
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. ERROR OF CLOSURE: EXCEEDS 1:50,000
6. RADII AT INTERSECTIONS ARE 25.00 FT.
7. PRIVATE ROADWAYS SHOWN ON THE PLAT AS EASEMENTS
ARE FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS WELL AS
ALL UTILITY PROVIDERS OR ANY OTHER USE AS RECORDED
IN THE BILL OF ASSURANCE.
8. TRACT A TO BE DEDICATED TO THE CITY OF LITTLE ROCK,
ARKANSAS AS FLOODWAY.
PLA T OF
I,i rl
LOTS 1-19
& TRACT A
LLA ROSA EST�T.
AN ADDITION TO THE CI T Y
OF LITTLE R 0 CK, ARKANSAS
APRIL, 2005
PART OF THE NE1/4 OF SECTION 24
T-2-N, R-14-W,
PULASKI COUNTY, ARKANSAS
13WANT7-DA71mwdps. wacg.9Tz%If c-
CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223
Job No. 05-098