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S-0285-XX Map 3
AICYWIVJAJ WAIL YLAIVL t VVRUIIVAIGJ (NORTH ZONE) Monument O �� 1 N 171639.08 E 1174309.83 set 1/2" iron pin 2 N 171915.48 E 1174496.38 set 1/2" iron pin 3 N 171829.69 E 1174686.80 set 1/2" iron pin 4 N 171690.35 E 1174694.82 set cotton —spindle 5 N 171635.76 E 1174615.69 set cotton —spindle 6 N 171524.58 E 1174584.77 set cotton —spindle 7 N 171539.29 E 1174525.28 set 1/2" iron pin CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, 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 HAVE BEEN COMPLIED WITH. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLIREPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS re, CERTIFICATE OF RECORDING CERTIFICATE OF OWNER 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. DATE OF EXECUTION BY FCC TRACT A PARTNERSHIP 900 S. SHACKLEFORD, SUITE 300 LITTLE ROCK, AR 72211 INSTRUMENT NO. 89 62166 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION THIS DOCUMENT, NUMBER ,FILED FOR RECORD_ , 20 IN PLAT BOOK PAGE GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. AL' EASEMENTS SHO%h%J = = = ARE To BE UcE� 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. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, 11 FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP l FOR LITTLE ROCK, ARKANSAS r ,ulJe ,.�u)'p Ir Y!, SCRIPTION µ� 6q5., CTION 13, T-2-N, R-14-W, LITTLE ROCK, PARTICULARLY DESCRIBED AS: JER OF LOT 2, TRACT A, THE RANCH, AN ICK, ARKANSAS; THENCE N34°00'58"E 2, TRACT A, EXTENDED 333.47 FT.; IENCE S03° 17'36" E, 139.58 FT. LOT 1, TRACT A, SAID THE RANCH; THENCE SOUTHWESTERLY ALONG THE WEST LINE OF SAID LOT 1, TRACT A, BEING THE ARC OF A 75.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S55"23'43"W, 96.12 FT.; THENCE S15'32'29"W AND CONTINUING ALONG SAID WEST LINE, 115.40 FT. TO THE SOUTHWEST CORNER OF SAID LOT 1, TRACT A, SAID CORNER LYING ON THE NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY. #10; THENCE N76°06'47"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 61.28 FT.; THENCE N65"08'51"W AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 237.44 FT. TO THE POINT OF BEGINNING, CONTAINING 87,119 SQ. FT. OR 2.0000 ACRES, MORE OR LESS. VA LOT 3, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PART OF THE SW1/4 SW1/4 SECTION 13 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS JUNE, 2002 © VVIQ!! TFl .fls'Lss TZflW G4S LL=GCff L ll L.a , M V C CIVIL ENGINEERING, LAND PLANNING k DEVELOPMENT, SURVEYING 0 24 RAILING CIRCLE LITRE ROCK, ARKANSAS 72223 I� V ' Job No. dc