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CERTIFICATE OF SURVEYING ACCURACY
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.
f 0'
DATE OF &ECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, 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.
DATE OF EXECUTION CARD Investments, LLC
11,101 Rodney Parham Rd.
Little Rock, AR 72212
D.R. PAGE
INSTRUMENT NO. Ll 7960 /
20o4,0 1.5!/
'Loo42796414
CERTIFICATE OF FINAL APPROVAL
N 0 /y51 p t s aF� I, TIMOTHY E. DATER HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
ed
\ > / RULES AND REGULATIONS, AND ALL OF THE
75• Esmt � \ o ,tp j ffttt t�,i6t�A8 N THAT THIS PLAT CORRECTLY
ECTLY REPRESENTS A
CD _ I - o �00 v u a PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
p I ec� \ tea' 1 R E G @ $T E' RE ® N ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
r rn I y \\ems ^ ; P R O E E S S I O N A t 1 ROCK SUBDIVISION RULES AND REGULATI S ACCEPTED. THIS CERTIFICATE IS HEREBY
N EitIGIIV it HAVE BEEN COMPLIED EXECUTED UNDER THE AUTHORITY OF SAID
Z MIN. �N+S�FLOOR MIN. FINISH FLOOR \\\gyp a No.5033 RULES AND REGULATIONS.
mt I \ Sy
I ELEV. 260.o
Fence EsELEV. 282.0 \\ s6 ~ O �P�,, f GATE O�" EXECUTION TIMOTHY E. DATERS r f
ARKANSAS STATE PLANE COORDINATES 7.5' Esmt-+� \\\ yJ OPpa", \ ��1Q� J
NORTH ZONE MONUMENT S89'4O 39 E
\ REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
89.46' ® tzr2gto � 25- Bldg. Line_ \\ \
® I AN I - 1 ' sa ENGINEER NO. 5033, ARKANSAS COMMISSION
N 169960.19 E 1176780.67 set 1/2" iron pin w/cap # 1281
Zj N 169959.05 E 1176541.26 set 1/2" iron pin w/cap # 1281
•i1 N 170192.25 E 1176547.72 set 1/2" iron Din w/cap # 1281
1281
1281
i� N 170290.03 E 1176550.43 tna. cotton-spinale
71 N 170389.91 E 1176554.25 fnd. 1/2" pipe
N 170494.44 E 1176556.11 fnd. 1-1/2" pipe _
N 170619.98 E 1176559.53 set 1/2" iron pin w/cop # 1281
N 170619.48 E 1176649.00 fnd. iron pin
[� N 170748.77 E 1176651.67 fnd. 1/2" pipe
i3 N 170747.87 E 1176802.16 set 1/2" iron Din w/cop # 1281
O N 170937.76 E 1176807.34 found 1/2" iron pin w/cap DCI
(� N 170768.36 E 1176888.18 found 1/2" iron pin w/cap DCI
N 170632.22 E 1177004.26 found 1/2" iron pin w/cap DCI
Pd N 170545.95 F 1177152.33 found 1/2" iron Din w/CUD DCI
iA N 169957.89 E 1177246.95 set 1/Z Iron pin w/cap N izol
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, .AID
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 N01'33'46"E, 125.58 FT.;
THENCE S8T40'39"E, 89.46 FT.; THENCE N01'11'04"E, 129.32 FT.;
THENCE S89'39'29"E, 150.50 FT.; THENCE N01'33'46"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: S25'30'36"E, 187.71 FT.;
S40'27'17'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
`_59.06 FT. TO A POINT ON THE SOUTH LINE OF SA;D E1/2 NW1/4 NE1/4;
THENCE N89'43'02"W ALONG SAID SOUTH LINE 466.28 FT. TO THE POINT
OF BEGINNING, CONTAINING 11.5045 ACRES MORE OR LESS.
N89'32
S88'24
(RM 4) chiseled square on top of concrete
curb at northeast corner of Bello Rosa
Road bridge over South Loop
Elev. 275.19
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER 20oS05y z FILED FOR
RECORD AjIy - ?2 20 0 IN PLAT BOOK_ .
PAGE ZYI
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 (DRAINAGE EASEMENT).
A 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 # 080181 0037 F, OCT. 19, 2001
PLA T OF
L o TS i - 7
rN TRACT :i
BELLA ROSA ESTATESI
A N ADDITION TO THE CI T Y
OF LITTLE R 0 CK, ARKANSAS
JUNE, 2005
PART OF THE NE1/4 OF SECTION 24
T-2-N, R-14-W,
PULASKI COUNTY, ARKANSAS
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
l I .
S67 P
Job No. 05-NW