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CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL CERTIFICATE OF OWNER
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I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION WE, THE UNDERSIGNED, OWNERS OF THE REAL
PLAT CORRECTLY REPRESENTS A BOUNDARY THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE ESTATE, SHOWN AND DESCRIBED HEREIN, DO
SURVEY MADE OR VERIFIED BY ME, ALL PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN HEREBY CERTIFY THAT WE HAVE LAID OFF,
MONUMENTS REQUIRED ACTUALLY EXIST AND ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY PLATTED, AND SUBDIVIDED, AND DO HEREBY
ARE CORRECTLY SHOWN HEREON AND THAT ALL ROCK SUBDIVISION RULES AND RE IONS ACCEPTED. THIS CERTIFICATE IS HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
-�RAnr�H SURVEYING REQUIREMENTS OF THE LITTLE HAVE BEE COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID ESTATE IN ACCORDANCE WITH THIS LA .
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH. RULESAND REGULATIONS.
LA1
13 THIS °o DAT 0 EXECUTION TIMO E. DATERS -
AA71
(� DATE OF EXECUTION Y
<� PLAT\REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
i� \KATILLUS GROUP, LLC
>> OF EXECUTION PAUL M. WHITE ENGINEER N0. 5033, ARKANSAS COMMISSION 13,503 KANIS ROAD
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SW Corner
NE1/4 NWI/4 NW1/4
SECTION 24
T-2-N, R-14-W
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32.50' 29.26' a 50.29' �4'6 41y� �bti zo Bldg. Une i 1 zs.o' O
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PAGIS Marker ss.ar -- C2 N 50.36' �Q oA^^ 43.9T 6.05' �6 53.00' oa$ 53.00' 72.73'
2090-0397 g '+--
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N 32.50' 91.09. ` /� PAG18 Marker
j- N -- LONGLEAF COVE 2�a-a396
12 �� 1 - I 27.45' , Cl -
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ARKANSAS STATE
PLANE COORDINATES
(NORTH
ZONE)
1
N
170652.98
E 1174150.07
2
N
170982.06
E_ 1174162.41
3
N
170976 24
E 1174505.67
4
N
170971 45
E 1174805.58
5
N
170641 03
E 1174804.93
N88'57' 16" W 654.97'
MEASURED DESCRIPTION
PART OF THE NE1/4 NW1/4 NW1/4 OF SECTION 24, T-2-N, R-14-W,
PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A FOUND 1/2" REBAR. ACCEPTED AS THE SOUTHWEST CORNER
OF SAID NE1/4 NW1/4 NW1/4, SECTION 24; THENCE NO2'08'50"E, 329.31 FT.
TO FOUND 1/2" REBAR; THENCE S89'01'43"E, 343.30 FT. TO A FOUND 1/2"
REBAR; THENCE S89'05'04" E, 299.95 FT. TO A FOUND 1/2" REBAR ON THE
WEST RIGHT-OF-WAY LINE OF SOUTH KATILLUS ROAD; THENCE S0906'43"W
ALONG SAID WEST RIGHT-OF-WAY LINE, 330.42 FT. TO A FOUND 3/4" REBAR;
THENCE N88'57'16'W, 654.97 FT. TO THE POINT OF BEGINNING, CONTAINING
214,034 SO. FT. OR 4.9135 ACRES MORE OR LESS.
;CURVE
LENGTH
C 1
98 07'
C2
86 54'
CENTERLINE
CURVE DATA
DELTA
TANGENT
09 21'5T
49.15'
0915 4T
43.34'
N
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0 1
74.91'
eyti�5`,.
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25.0'
1
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0
1
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96CP
73.73'
I
RADIUS
600.00,
600.00'
N
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0
rn
I
Crainage� tAiftv &
Mokltenance t
25.0'
PAGIS Marker
# 2054-0241
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37
35
INSTRUMENT NO
2007057570
CERTIFICATE OF RECORDING
2008018285 Received: 3/19/20013 12:05:32 PM
Recorded: 03/18/2008 12:12:23 PM Filed 8
,, Recorded in Official Records of PAT O'BRIEN
OF
PULASKI COUNTY CIRCUIT/COUNTY CLERK
Fees $15.00
for Blg5 5ee °Zoogo►S'a
gNBAS \°� a �J
"rhl 11111e\\\\.
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. ALL LOTS HAVE AT LEAST A 10 FT. WIDE EASEMENT ACROSS
THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY.
7. ALL LOTS HAVE AT 5 FT. SIDEYARD BUILDING SETBACK LINE.
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 PULASKI COUNTY, ARKANSAS.
34 PLAT OF
LOTS 1-25
LONGLEAF COVE
33 AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
PART OF THE NW1/4 NW1/4,
SECTION 24, T-2-N, R-14-W,
PULASKI COUNTY, ARKANSAS.,
A Signed
MARCH, 2008 Br -
DATE:
e CIVIL ENGINEERING, LAND PLANNING 4 DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LrrrLE ROCK, ARKANSAS 72223 1
S /%• I J
lob No. 07-823P