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PROJECT
LOCATION
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VICINITY MAP
(1 "=1000')
GENERAL NOTES:
1. BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATE SYSTEM
NORTH ZONE, NAD 83
2. ALL CORNERS WILL BE SET WITH 1/2" IRON PINS (UNLESS OTHERWISE NOTED)
3. EASEMENTS INDICATED HEREON SHALL BE USED FOR DRAINAGE AND/OR UTILITIES
4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES.
5. ERROR OF CLOSURE: EXCEEDS 1:20,000
6. ZONING OF PROPERTY. R2
2025042189
PRESENTEO: s 0 2025 02"42 PM RECORDED: 08-04-2025 03:03-.16 PM
In Official Records of Terri Hollingsworth Circuit/County Clerk
PULASKI CO, AR FEE $15,00
CERTIFICATE OF RECORDING:
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.
LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF OWNER
EXECUTION
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.
EXALT EDUCATION, INC. ualc ur c
P.O. BOX 193711
LITTLE ROCK, AR 72219
INSTRUMENT NO. 2025040073
CERTIFICATE OF ENGINEERING ACCURACY
I, JOE D. WHITE, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH.
ENGINEER
NO.
7 -.4a -
DATE OF EXECUTION
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 &OCK SUBDIVISION RULES AND
RFGULAT10taI7 89&N C I QED WITH.
CLOVERDALE
ON \ \
208 S�D�, PAGE 42) \
209 210 211 (PLAT BODY 212 213 \ FND CRIMP
FND 1/2" PIPE CHORD=S7T00'33"E-166.64'
2 RADIUS=378.77'
REBAR ARC LENGTH=168.01'
S87'01'25"E-435.71'
_ S_ — — S S8714'40"E-18.85' lQ
i FND 5/8" FND 1/2"/
_ — s — — s — — S s S s _ s— S (50' PUBLIC ROW)
II REBAR PIPE FND 3/4" I — — - —_ _ —
20_ I CRIMP PIPE � 3 N 4 W 83RD STREET�---
`� `z`'
to _ S8TE-573.
25'27"7T
_ w -_---------------------- 10' UTILRY EASEMENT !S PLAT
II I
tape z 6 FND "X" IN------- ------ ----------------- ----
CONCRETE
\ mI I CL Ld
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206
r
II I
I
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NI25''' ROADWAY EASEMENT TO EVACATED THIS PLAT
II (BOOK 552, PAGE 273)
204 rnl I
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FND 1" II I
CRIMP PIPE
ml
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CyOVERDALE N I r4
ri7[SIOI3 uI a LOT 1
$UBD PAGE 42) ml 1
T gDOK 6• I � �
(PLA II
A
185 et
1
t"
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1 PORTION OF THE NWI/4 SE1/4,
FND 1/2' '"� SECTION 36, T-1—N, R-13—W
REBAR I1--
APPARENT 15'
SEWER EASEMENT
NI
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REpIAT NO
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RDA BDdK 12, PAGI 1
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182_R rnl
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POINT OF BEGINNING til
FND 1" PIPE �11
3
PROFESSIONAL
ENGINEER
x
00
A
MAP COORDINATES
POINT #
NORTHING (FT)
EASTING (FT)
1001
123864.92
1207003.76
1002
124477.38
1207034.11
1003
124454.75
1207469.23
1004
124417.27
1207631.65
1005
124391.48
1208204.84
1006
124031.84
1208188.42
1007
123807.22
1208174.52
1008
123837.63
1207530.17
------------------------------
EXISTING
24'X140' EASEMENT
(BOOK 754 PAGE 107)
---- 10' U7ILITY EASEMENT (THIS PLAT) ------------
------
"' N87601'57"W-527.12' ®� ------------------
-- -----------------------
-.,—
® 10' UTILITY EASEMENT IS PLAT)
� ® N8T17'S3"W-
--- BUILDING SETBACKS:
(AS PER ZONE R2 REGULATIONS)
FRONT
25'
REAR
25'
10% LOT WIDTH
SIDE
(NOT TO EXCEED W)
LEGAL DESCRIPTION
16.0677 ACRES BEING A PORTION OF THE NW1/4 SE1/4, SECTION 36, T-1-N,
R-13-W, PULASKI COUNTY ARKANSAS AND LOTS 11 AND 14 OF ARNOLD'S
HIGHLAND ACRES; MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT LOCATED AT THE SOUTHEAST CORNER OF LOT 182-R,
ROSEN REPLAT NO. 2 (AS RECORDED IN PLAT BOOK 12, PAGE 72, PULASKI
COUNTY CIRCUIT CLERK); SAID POINT ALSO BEING THE POINT OF BEGINNING;
THENCE NO2'S0'14'E, ALONG THE EASTERN LINE OF CLOVERDALE SUBDIVISION, A
DISTANCE OF 613.20% THENCE S87'01'25E, ALONG CLOVERDALE SUBDIVISION, A
DISTANCE OF 435.71' TO A POINT ON THE WESTERN RIGHT OF WAY LINE OF W.
83RD STREET; THENCE ALONG SAID RIGHT OF WAY, ALONG THE ARC OF A 378.77'
RADIUS CURVE TO THE LEFT, HAVING AN ARC LENGTH OF 168.01' AND CHORD OF
S77*00'33"E-166.64'; THENCE CONTINUING ALONG SAID RIGHT OF WAY,
S87.25'27'E-573.77'; THENCE LEAVING SAID RIGHT OF WAY, S02.36'56'W-360.02';
THENCE S03'32'20'W-225.04' TO A POINT ON THE NORTHERN RIGHT OF WAY LINE
OF HINKSON ROAD; THENCE N87'17'53"W, ALONG SAID RIGHT OF WAY, A DISTANCE
OF 645.07% THENCE CONTINUING ALONG SAID RIGHT OF WAY,
N87'01'57"W-527.12'; BACK TO THE POINT OF BEGINNING.
FLOOD INFORMATION:
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY
AS PER FEMA FLOOD INSURANCE RATE MAP NO. 05119CO461G, EFFECTIVE DATE: JULY
6, 2015 FOR THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS.
50' 25' 0'
SCALE IN FEET
50'
100'
150'
W
14
FND "X" IN
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DATE OF EXECUTION
NO.1900,
G:\DWG\2025\25-322L — Lots 11 and 14 Arnold Highland Acres — Replat\REPLAI.dwg