HomeMy WebLinkAboutS-1440-B Map 28
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ARKANSAS STATE PLANE COORDINATES
NORTH ZONE MONUMENT
N 169960.19 E 1176780.67 set 1/2" iron pin w/cap # 1281
2) N 169959.05 E 1176541.26 set 1/2" iron pin w/cap # 1281
3N 170192.25 E 1176547.72 set 1/2" iron pin w/cap # 1281
-4) N 170192.00 E 1176556.72 set 1 /Z' iron pin cap # 1281
� N 170289.96 E 1176559.43 set 1/Z" iron pin w/cap # 1281
77) N 170389.91 E 1176554.25 tna. 1/z pipe
i) N 170494.44 E 1176556.11 fnd. 1-1/2" pipe
9) N 170619.98 E 1176559.53 set 11T iron pin w/cap # 1281
N 170%19 E 1176649.00 fnd. iron in
N 170748.77 E 1176651.67 fnd. 1/2" pipe
N 170747.87 E 1176802.16 set 1/7' iron pin w/cap # 1281
(� N 170937.76 E 1176807.34 found 11f iron pin w/cap DCI
(� N 170768.36 E 1176888.18 found 1/2" iron pin w cap DCI
Fd N 170632.22 E 1177004,26 found 1 /2" iron pin w/cap DCI
N 1
LEGAL DESCRIPTION
CENTERUNE CURVE DATA
CURVE LENGTH DELTA TANGENT
C, 120.22'
_91,50119•
--
77.45'
_75.00'
C2
WIT14
72.71'
75.00'
_115AW
C3 64.41'
4712'1Y
34.34'
75.00'
C4 55.73'
4T3434
29.22'
75.00'
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M 117
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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 N01'33'46"E, 125.58 FT.;
THENCE S89.40'39"E, 89.46 FT.; THENCE N01'11'04"E, 129.32 FT.;
THENCE S89'39'29"E, 150.50 FT.; THENCE NO1'33'46"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
559.06 FT. TO A POINT ON THE SOUTH LINE OF SAID 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.
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S88'24'42" E
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S89'40'39" E
89.46'
S89.46'S6
239.42'
S89.39'29" E
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CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
" �1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL rjZSTEj2r''•.,: PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
s>or '••, ' SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
r' 1 NSAS MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
N .11281 ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT.
s Al ROCK SUBDIVISION RULES AND REGULATIONS �p
fO2�!t M. HAVE BEEN COMPLIED WITH. G - zip- OS'
•• �'AL LAB....•= ••.
0� DATE OF EXECUTION CARD Investments, LLC
11,101 Rodney Parham Rd.
Little Rock, AR 72212
DATE OF XECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
/00�y- .'
/.00St A T 1 0 I, TIMOTHY E. DATERS, HEREBY CERTIFY
e101 A CAN THAT THIS PLAT CORRECTLY REPRESEN-3 A
A : k PLAN MADE BY ME, AND THAT THE
REGISTERED ENGINEERING REQUIREMENTS OF THE LITTLE
P 110 F E S S 10 N A L ROCK SUBDIVISION RULES AND REGULATI S
ENGINEER HAVE BEEN COMPLED
* . * E
No.5033 O F e
E�OPpI�r DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
'b VehiaYar Access,
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VWCUIisr Access.
: Wd Esmt.
D.R. PAGE
INSTRUMENT NO.
Z/S!/
200��79�4/�
F-11az
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.
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER 20DSosy23� FILED FQR
RECORD Aaa P zQ 20_S2_�IN PLAT BOOK_L�
PAGE Z9 I i4
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).
PLA T OF
LOTS 1-19
& TRACT A
;LLA R 0 SA ESTATES
AN ADDITION TO THE CITY
OF LITTLE ROCK. ARKANSAS
�2 d� 5' Fence Esmt. � �� 91. I JUNE, 2005 .
--102.28'- - a - F112.00'- - - - --112.00' - - - --140.00'- - J- sea47'44W
D N89'43'02"W 48.12' 12090 AZMM MK PART OF THE NE1 /4 OF SECTION 24LAI
BaSouthwest comer ® T-2-N, R-14-W,
SECTION NE7l4 466.28 PULASKI COUNTY, ARKANSAS
BY: f
DATE:
WhEMN-DATAW &C AM INr. �- CIVIL EWNEERING. LAND PLANNING k DEVELOPMENT, SURVEYING •--
24 RANUNG CIRCLE UTTUE ROCK, ARKANSAS 72223 5'G7 P
Job No. 05-QSW
77