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VICINITY MAP
(NTS)
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LEGEND:
0 FOUND IRON PIN
0 SET 1/2" IRON PIN 1
g PIPELINE SIGN l
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17.24' 66.23'
FND 1/2" REBARX
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FLOOD INFORMATION: X J
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD i t
BOUNDARY AS PER FEMA FLOOD INSURANCE RATE MAP NO. 05119CO479G &
05119C0477G EFFECTIVE DATE: JULY 6, 2015 FOR LITTLE ROCK, PULASKI COUNTY. i
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GENERAL NOTES: �gADGE� i r a
1. ALL CORNERS WILL BE SET WITH 1/2" IRON PINS (UNLESS OTHERWISE NOTED)
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2. EASEMENTS INDICATED HEREON SHALL BE USED FOR DRAINAGE AND/OR UTILITIES
3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES iOf
4. ERROR OF CLOSURE: EXCEEDS 1:20,000 _z
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5. ZONING: C-3 (COMMERCIAL)
6. OWNER MUST CONTACT KINDER MORGAN PIPELINE COMPANY BEFORE ANY WORK IS TO X
BE DONE WITHIN PIPELINE RIGHT OF WAY. I r
CONTACT: JAKE SIMMONS (870)557-5513. r
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CERTIFICATE OF OWNER N
00 X
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN 0 O
AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID o M
OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, `j LrJ
AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS 1J c} I
PLAT. o
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DANNY GRI ITH DATE OF EXECUTION X
10221 LANEHART ROAD
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LITTLE ROCK, AR 72204 i
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INSTRUMENT N0. 2020-063844
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CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING j
BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS
CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID ,
RULES AND REGULATIONS. rl
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LITTLE ROCK P ANNING DATE OF EXECUTION r I
COMMISSION
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CERTIFICATE OF ENGINEERING ACCURACYI��w�
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I, JOE D. WHITE, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY 1
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING y
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH. i
4-Ise. Z3
JOE W JR DATE OF EXECUTION
R TE ROFESSIONAL ENGINEER
NO. 7094, ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, BENSON JOHN LEBOEUF, 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 HAf/F REFAI (QWLIED WITH.
BENSON JOHN LEBrFVEYOR
F DATE OF EXECUTION
REGISTERED LAND
NO. 1900, ARKANS
G:\DWG\2021\21-379L Danny Griffith\LOT SPLIT.dwg
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11111 Iffpp91111111111111111 2023021167
PRESENTED 04-2z.202302.2341 PM RECORDED04-24.2023 0225:40 PM
In Official Records of Terri Hollih9sworth Cireuit/Ceunty Clerk
PULASKI CO: AR FEE $15.00
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GRIFFIN ROAD
(60' PUBLIC R/W)
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_ S89'29'13"E-329.56' �----------
1
18.09' 1 CH N LINK FENC7 BRICK SIGN
10' UTILITY EASEMENT CONC. PAD
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WOOD POSTI�
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FND 1" PINCH PIPE
I N89'30'47"W-282.71' V
OOINT OF BEGINNING
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for 1 LLC
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LOTI i ® GASI METER
51,640.02 S.F. I
1.185 ACRES
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MAP COORDINATES
POINT #
NORTHING (FT)
EASTING (FT)
1
140383.98
1255113.49
2
140226.37
1255109.22
3
140084.19
1255105.37
4
140087.00
1254775.73
5
E6
140231.40
1254779.68
140387.10
1254783.94
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r I I N89'30'47"W-45.00'
N POINT OF COMMENCEMENT
CALCULATED CORNER
1 W � -0 o SE
r I (n 10 S m SECTION 16, TER N11/ N RE1114-W
v PULASKI COUNTY, ARKANSAS
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0 10' WATER AND UTILITY EASEMENT Izr
N (THIS PLAT)
CHAINLINK FENCE
S89'09'15"E-329.58'
LOT 2
47,242.26 S.F.
1.084 ACRES
TIMBER PILES W/ CABLE
N89'32'24"W-329.65'
(DEEDED=330.00')
(PLATTED=329.52')
ZAT SUB• S
TgoNiA
2-oz3 c)2-1
LEGAL DESCRIPTION
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FND 1/2" REBAR�,
BUILDING SETBACKS N89'32'24"W-1.7l
FRONT
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SIDE NONE, UNLESS ABUTTING RESIDENTIAL
DISTRICT THEN IT WILL BE 15'
REAR 25' r I
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A PART OF THE NW1/4 NE1/4 OF SECTION 16, T-1-N,R-11-W, LITTLE ROCK, PULASKI
COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SE CORNER NW1 /4 NE1 /4 OF SAID SECTION 16; THENCE
N89'30'47"W-45.00'; THENCE N01'25'31"E-299.92' TO A POINT ON THE SOUTHERN
RIGHT OF WAY LINE OF GRIFFIN ROAD; THENCE ALONG SAID RIGHT OF WAY;
N89'30'47"W-282.71' TO THE POINT OF BEGINNING; THENCE S01'31'15"W-299.90' ;
THENCE N89'32'24"W-329.65'; THENCE N01'32'14"E-300.20'; THENCE
S89'29'13"E-329.56' BACK TO THE POINT OF BEGINNING. CONTAINING 2.270 ACRES
(MORE OR LESS)
OF q jj,?7`%,4
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cc F JOE WHITE _ =
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S89129'13 12.81'
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CHORD=513'31'29'14-28.45'
"RADIUS=150.00' /
ARC LENGTH=28.49' / r LOT 2 to
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PERMANENT EASEMENT AGREEMENT -�
(INSTR. NO 2022077429) r
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FND 1/2" REBAR 2
1.71'
f LOT SiJB'
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' FINAL PLAT
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SCALE IN FEET
20' 10' 0' 20' 40' 60'
GRIFFITH ADDITION
TO THE CITY OF LITTLE ROCK
CREATING LOT I AND LOT 2
FROM A 2.270 ACRE PARCEL OF LAND
LOCATED IN THE NWI/4 NEIA, SECTION 16
T-1-N, R-I 1-W
PULASKICOUNTY,ARKANSAS
0 JOE WHITE & ASSOCIATES, INC.
CIVIL ENGINEERING - CONSULTING SERVICES - LAND SURVEYING
25 RAHLING CIRCLE, SUITE A-2 LITTLE ROCK, ARKANSAS 72223
PHONE: (501) 214-9141
;TE DESCRaTKM DATE: APRIL 14, 2023 SCALE: 1" = 20'
REVISION PROJECT NUMBER: 21-379L