HomeMy WebLinkAboutS-1662 Map 2VICINITY MAP
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PAGIS Marker
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MABELVALE PI.
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Scale 1" = 40 ft
�a.ats l N87'02'43"W 520.84'
43 9
20' Utility 480.96'
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LOT 1
L 0 T 243.560 SO. FT./lO000 AC. ! N !
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228,426 SO. FT./ 5.2439 ACRES
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LOT 2
228.426 SQ. FT./ 5.2439 ACRES
S87.15'02"E 3
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406-84'
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
'• Js i. vn
Grb' _' ROCK SUBDIVISION RULES AND REGULATIONS
f�LLP.� HAVE BEEN COMPLIED WITH.
9�'a
I2- Ahe1;0
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
/'C51A1E 0F'�w_
A F'1 tiNfS A S iN
REGISTERED �
P It ,-) F F, S S 10 NA L e CERTIFICATE OF ENGINEERING ACCURACY
ENGINEER
.�2rfl N0.5033 ��000 1, TIMOTHY E. DATERS, HEREBY CERTIFY
E j}PFpTHAT THIS PLAT CORRECTLY REPRESENI
30.0'
R/W DEDICATION
THIS LAT__._� 15'
1,502 SQ. FT, I 1
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25.0'
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45.0'
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19.86'
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119.5T
ARKANSAS STATE PLANE COORDINATES
I PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF TH L L
ROCK SUBDIVISION RULES AND RE A I S
NE CORNER HAVE BEEN COMPLIED WITH.
N1/2 NE-1/4 NE1/4 /
SECTION 25 j 1
T-1-N, R-13-W tf
I DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
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 ACCORD AN THIS PLAT.
A/7
DA4 OF EXECUTION BY: Butch Martindill
Martindill Properties, Inc.
PO Box 8904
Little Rock, AR 72219
INSTRUMENT NO
2006090258
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.
1�(ollU -
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
2010080249 Received: 12/22/2010 1:31:48 PM
-- - Recorded: 12/22/2010 01:35:22 PM Filed 8
Recordec in Official Records of PAT O'BRIEr..
PULASKI COUNTY CIRCUIT/COUNTY CLERK
L
I Fees $15.00
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(NORTH
ZONE)
MONUMENT
I N
--
132931.86
- - ---
E
1209208.26
-_ --
FND,-AXLE_
GENERAL NOTES:
! N
132958.71
E
1208688.12
FND._
t PIN -
1 N
132940.86
E
1208618.26
SET
CONC. ML
1.
1/2" IRON PINS WERE SET AT ALL LOT CORNERS,
I. N
132909.05_
E
1208496.34
FND.
AHM _"_.DER____
UNLESS NOTED OTHERWISE.
i N
132759.33
E
1208C7 33_
FND._5/8"
PIPE
i N
132347.66
_
1208411.20
FND.
i i/2' PIPE
2.
ALL EASEMENTS SHOWN - - - ARE TO BE USED
r N
132341.13
_E
E
1208547_09
SET,
l/2" IRON W/CAP g 1281
FOR DRAINAGE AND/OR UTILITIES.
S_ N
132308_59
_ E_1208545.2I
SET-
-PIN
1/2 IRON PIN W/CAP-111 1281
3.
LOTS WITH ROUNDED CORNERS ARE
I N
132300.78
E
12087_1_0.93
-- -
SET
--
1/2 IRON PIN W/CAP 1 1281
-
MEASURED TO A POINT OF INTERSECTION
N
132745.63
E
120877.3.97
SET
1/2' IRON_ PIN_W/CAP 1281
OF LOT LINES AND NOT POINTS ON A
1 N
132726.75
E
1209180.37
_ FND.
1/2' REBAR
CURVE.
N
13283309
E
1209184.83
FND.
1/2' REBAR
N
132.8.3209E
-
12@9204.66
FN_o.
CHISELED-_ X' IN CONC.
4.
DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5.
ERROR OF CLOSURE: EXCEEDS 1:50,000
LEGAL DESCRIPTION
PART OF THE N1/2 NE1/4 NE1/4 OF SECTION 25, T-1-N, R-13-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID N1/2 NE1/4 NE1/4, SECTION 25;
THENCE N87'02'43"W ALONG THE NORTH LINE OF SAID N1/2 NE1/4 NE1/4,
30.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF GEYER SPRINGS
ROAD AND THE POINT OF BEGINNING; THENCE N87'02'43"W CONTINUING ALONG
SAID NORTH LINE, 520.84 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF
MABELVALE PIKE; THENCE WESTERLY ALONG SAID RIGHT-OF-WAY LINE BEING THE ARC
OF A 289.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE
S75'39'47'W, 72.10 FT.; THENCE S7522'47'W CONTINUING ALONG SAID RIGHT-OF-WAY LINE,
126.00 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SOUTH UNIVERSITY AVENUE;
THENCE S08'21'56"W ALONG SAID EAST RIGHT-OF-WAY LINE, 151.33 FT.; THENCE
SO8'43'04'W CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 416.48 FT.; THENCE
S87'15'02"E, 136.05 FT.; THENCE S03'18'39"W, 32.60 FT.; THENCE S87'18'03"E,
165.90 FT.; THENCE N08'03'59" E, 449.30 FT.; THENCE S87'20'22" E, 406.84 FT.;
THENCE NO2'23'58"E, 106.44 FT.; THENCE S87'05'55'E, 19.86 FT. TO A POINT ON
THE SAID WEST RIGHT-OF-WAY LINE OF GEYER SPRINGS ROAD; THENCE NO2'04'04'E
ALONG SAID WEST RIGHT-OF-WAY LINE, 99.84 FT. TO THE POINT OF BEGINNING,
CONTAINING 6.2439 ACRES MORE OR LESS.
NO 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 0103 F, dated Oct. 19, 2001)
PLA T OF
LOTS > & 2
MAR TINDILL COMMERCIAL SUBDIVISION
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
BEING PART OF THE NE114 NE1/4,
SECTION 25, T-1-N, R-13-W,
PULASKI COUNTY, ARKANSAS
NOVEMBER, 2010
'ned
DATE: 1� A
DATE:
U AMT-DA7l'!MW & AWCC A7f18.S, Z C-
CML ENGINEERING. LAND PLANNING & DEVELOPMENT. SURVEYING ■ G
24 RMUNG CIRCLE LITTLE ROCK, ARKANSAS 72223
Job No. 10-476P.1