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No 4566
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CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, _____ROBERT C._LOWE __ 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 LITTLE 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 _—_-----ENE 7 -------------- 19 933
IN PLAT BOOK __ DPAGE _71
------ SIGNED
--------- --- --
6/4/93
DATE OF EXECUTION NAME, REED LAND SURVEYOR —
NO.__12—_—, ARKANSAS
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
__ PATRICK M. McGETRICK --_— 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 COMPLIED
WITH.
— SIGNED./)
6/4/93��-�A/�G%fe/�'�✓
DATE OF EXECUTION NAME, REGISTERED ENGINEER
NO._4566 __, ARKANSAS
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGUALTIONS
RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING
BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO
FURTHER PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE
SHALL EXPIRE -------- ----------------
DATE
DATE OF EXECUTION
GENERAL NOTES
SIGNED
NAME
LITTLE ROCK PLANNING COMMISSION
1. ALL BUILDING LINES ARE AS SHOWN
2. ALL DISTANCES ON CURVED BOUNDARIES ARE CHORD DISTANCES
3. ALL CORNER RADII ARE 35', UNLESS OTHERWISE NOTED.
4. A'_L 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 EASEMENTS ON COMMON LOT LINES ARE 15' IN WIDTH, 7.5' EITHER
SIDE, UNLESS OTHERWISE NOTED
7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE
LEGAL DESCRIPTION
PART OF THE NE1/4 NW1/4 AND PART OF THE NW1/4 NW1/4 OF SECTION
22, T-1—N, R-13—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS:
BEGNNING AT THE SW CORNER OF THE NE1/4 NWI/4 OF SAID SECTION 22;
THENCE N 88'38'22" W ALONG THE SOUTHLINE OF THE NW1/4 NW1/4 88.15'
TO A POINT ON THE EAST R/W LINE OF SHACKLEFORD ROAD; THENCE IN
A NORTHWESTERLY DIRECTION ALONG THE EAST R/W LINE OF SAID SHACKLEFORD
ROAD THE FOLLOWING COURSES: N 13'35'32" W 75.25'; N 02'55'06" W 94.31';
N 05'32'39" E 198.99'; N 00*49*57" E 101.53'; N 01'17'34" W 193.00' TO A POINT
ON THE SOUTH R/W LINE OF COLONEL GLENN ROAD; THENCE IN AN EASTERLY
DIRECTION ALONG THE SOUTH R/W LINE OF SAID COLONEL GLENN ROAD THE
FOL.OWING COURSES: S 81'53'40" E 109.77% S 83'30'24" E 137.06'; S 85'59'02'
E 159.40'; S 88'48'13" E 91.52'; N 86'21'04" E 106.34'; N 85'19'56" E 112.53';
S 85'34'49" E 70.96'; THENCE S 01'16'37" W 646.00' TO A POINT ON THE SOUTH —
LINE OF SAID NE7/4 NW1/4; THENCE N 88'38'22" W ALONG THE SOUTHLINE OF
SAID NE1/4 NW1/4 675.63' TO THE POINT OF BEGINNING, CONTAINING
11.42 ACRES, MORE OF LESS.
PRELIMENARY PLAT
BUIE SUBDIVISION
BEING PART OF THE NE1/4 NW1/4
AND PART OF THE NW1/4 NW1/4 OF
SECTION 22, T-1-N, R-13-W,
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
MCGETRICK ENGINEERING4
ENGINEERING / LAND DEVELOPMENT CONSULTANT =„
Little Rock, Arkansas 72221 J41 6 1943
JUNE 4, 1993f !LL