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BOEN ENTERPRISES, LLC•
10600 COLUNEL GLENN RD•
LITTLE ROCK, AR 72204
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PART ❑F THE NORTHWE`;T QUARTER OF THE SOUTHEAST OF SECTION 21
T-1-N, R-13-\J, LIITLE ROCK, PULASKI COUNTY, ARKANSAS MORE
PARTICULARLY DESCRIBED AS,
BEGINNING AT THE NW CORNER OF NW 1/4, SE 1/4 SECTION 21 THENCE
S 87°36'14' E 447 52' TO THE WEST RIGHT OF WAY LINE OF INTERSTATE 430
THENCE SOUTH ALONG THE WEST RIG"[ OF WAY LINE THE FOLLOWING
BEARING AND DISTANCES S 32040'22' W 673.63'; THENCE S 07°59'05' W
656.06' TO THE SOUTH LINE ❑F THE SAID NW 1/4, SE 1/4 THENCE
N 85'49123' W 391.88'; THENCE N 02°53'22' E 1314.44' TO THE POINT OF
BEGINNING, CONTAINING 13.20 ACRES MORE OR LESS
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CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
RLOWE
---- -C. ----------- HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING RE-
QUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OF LITTLF ROCK SUBDIVISION
RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COPY OF SAID BOUNDARY
HAS BEEN DULY FILED FOR THE RECORD OFFICES OF THE STATE SURVEYOR AND THE
PULASKI COUNTY CIRCUIT CLERK ON -----, 20--__,
IN PLAT BOOK --- ---------- PAGE
SIGN D
MARCH ? 9004
J
DATF OF EXECUTION NAM REGISTERED LAND SURVEYOR
NOI 12 _-_, ARKANSAS
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, P_ATRIC_KM.MC_G_ETR_ICK _ HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS
OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN CO"1PLIED
WITH.
SIGNE
MARCH 12, 2004 -
------------------------ y�
DATE OF EXECUTION ME, REGISTERED ENGINEER
NO.# 45615, ARKANSAS
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS
RR ATIVE TO THE PREPARATION AND SUBMiTTAI_ OF A PRFI !MINARY PLAT HAVING
BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO
FUR [HER PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE
SHALL EXPIRE
DATE
DATE OF EXECUTION
GENERAL NOTES
SIGNED
N AM.
LITTLE ROCK PLANNING COMMISSION
1. ALL BUILDING LINES ARE AS SHOWN
0 2. ALL DISTANCES ON CURVED BOUNDARIES ARE CHORD DISTANCES
v4-
3. ALL CORNER RADII ARE 25', UNLESS OTHERWISE NOTED.
4. ALL STREET R-O-W AND CUL-DE-SAC RADII ARE 50', UNLESS
OTHERWISE NOTED
5. ALL EASEMENTS SHOWN ARE 10'IN WIDTH, UNLESS OTHERWISE NOTED
6. ALL EASEI,tE?JTS OP.� COMMON LOT LINES ARE 10' IN 'JJIDTH, 5' EITHER
SIDE, UNLESS OTHERWISE NOTED
7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE
8. 70NINC C-3
9. NO NEW STREETS
10. WATER SUPPLIED BY CENTRAL ARKANSAS WATER
11. SANITARY SEWER BY LITTLE ROCK WASTE WATER DEPARTMENT
LOT SIZE 150 X 300 SMALL
13. DEVELOPMENT IS IN 3 PHASE
PRnPERT`, DESCRIPTION
PART CFTHE NE 1/4 SW 1/4 AND SE 1/4 NW 1" , SECTION 21
T-1-N R-13-W, PULASKI CHUNTY, ARKANSAS, MORE PARTICULARLY
DESCRIBED AS1 BEGINNING AT THE CENTER OF SAID SECTION 21;
THENCE SOUTH 02 DEGREES 53 MINUTES 22 SECONDS WEST ALONG
THE EAST LINE OF SAID NE 1/4 SW 1/4 , 1314,62 FEET TO THE
SOUTHEAST CORNER THEREOF: THENCE NORTH 87 DEGREES 46
MINUTES 23 SECONDS WEST ALONG THE SOUTH LIINE OF SAID NE
1/4; SW 1/4, 1313.42 FEET TO THE SOUTHWEST CURNER THEREOF;
THENCE NORTH 03 DEGREES 00 MINUTES 44 SECONDS EAST ALONG
THE WEST LINE UE SAID E 114, SW 1/4, 1113,62 FEET; THENCE
SOUTH 86 DEGREES 42 MINUTES 38 SECONDS EAST 122.16 FEET;
THENCE NORTHEASTERLY ALONG THE ARC OF A 17288 FOOT RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NORTH
- -ORE H cE, _pmc EA$ ? 3u 7 f --; T HENCE
NORTH 59 DEGREES 24 MINUTES 24 SECONDS EAST, 448.87 FEET;
THENCE NORTHEASTERLY ALONG THE ARC OF A 130•00 FOOT RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NORTH
01 DEGREES 12 MINUTES 29 SECONDS EAST, 113.11 FEET; THENCE
NORTH 26 DEGREES 59 MINUTES 45 SECONDS EAST, 87,56 FEET;
THENCE SOL'THE^STERLY ALONG THE ARC OF A 600 FOOT RADIUS
CURVE TO THE LEFT, A CHORD BEARTNG AND DISTANCE OF SOUTH 60
DEGREES 27 MINUTES 58 SECONDS EAST, 112,66 FEET; THENCE
SOUTH 65 DEGREES 51 MINUTES 11 SECOr:D.S' EAST , 341.84 FEET;
THENCE SOUTHEASTERLY ALONG THE ARC OF A 260.00 FOOT RADIUS
CURVE TF THE LEFT, A CHORD BEARING AND DISTANCE OF SOUTH 71
DEGREES 09 MINUTES Be SECONDS EAST, 48.10 FEET; THENCE
SOUTHEASTERLY ALONG THE ARC ❑F A 12.00 FOOT RADIUS CURVE
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF SOUTH 36
DEGREES 47 MINUTES 21 SECONDS EAST, 15.32 FEET; THENCE SOUTH
02 DEGREES 53 MINUTES PP SECONDS WES, 33.39 FEET T❑ A POINT
ON THE NORTH LINE OF SAID NE 1/4 SW 1/4 ; THENCE SOUTH 87
DEGREES 23 MINUTES 43 SECONDS EAST ALONG SAID NORTH LIitiE
296.00 FEET TO THE POINT OF BEGINNNING
LITTLE ROCK PLANNING COMMISSION'
APPR VED SUBJECTTO THE CONDITIONS
AS NOTED IN THE PLANNI��l'zO-M�M�I;'� ''uN
MINU CORD DATED'
DATE:
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APR 0 7 2004 I
LEST CIE A�DI`�IO
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319 PRESIDENT CLINTON AVE. (MARKET F20V)F202,
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PHONE 5401-223-9900�v
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DATE: MARCH 12, 2004
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