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Home My WebLink AboutS-0285-YY Map 4T,yr SA ci �'9T 0 u Y >A ro RAN a Cy a dR Q a ARK. STgQE HVy # 10 U Y 0 U VICINITY MAP NOT TO SCALE ARKANSAS STATE PLANE COORDINATES NORHT ZONE 1 N 174107.03 E 1172211.55 FND. MONUMENT 1/2' IRON PIN 2 N 174071.10 E 1172163.51 SET 1/2- IRON PIN 3 N 174106.43 E 1172137.08 SET 1/2' IRON PIN 4 N 174206.27 E 1172033.51 SET 1/2- IRON PIN_ 5 N 174255.60 E 1172067.66 SET 1/20 IRON PIN 6 N 174379.58 E 1172191.26 SET 1/2' IRON PIN _ 7 N 174239.78 E 1172331.48 SET 1/2' IRON PIN _ 8 N 174142.38 E 1172185.12 SET 1/2- IRON PIN 30 0 30 Scale 1" �575.29. J /.00 sRS•17 �S'9SOO NSF °° LOT 5, TRACT F ° A, 00 R507.46' 9s•°�, \ CDN46'03'07'W LC 163.14' .T, S 1>2 0 (00 c �ti R447.46' CDN46`03'07'W LC 143.85' RANCH DRIVE RIGHT—OF—WAY DEDICATION PART OF THE E1/2, SECTION 14, T-2—N, R-14—W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 3, TRACT F, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S53'11'537W, 60.00 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF RANCH DRIVE; THENCE N36748'07'W, 44.13 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 447.46 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N46'03'07"W, 143.85 FT.; THENCE N34'41'53"E, 60.00 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 507.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S46'03'07'E, 163.14 FT.; THENCE S36'48'07"E, 44.13 FT. TO THE POINT OF BEGINNING, CONTAINING 11,897 SO. FT. OR 0.2731 ACRES MORE OR LESS. 1 �01 ® •LS Qyu' QS �, .>S � t �c��ro0 of bey` 30 ft .9 PAGIS MONT. 534-017 (RECORDED ON PLAT BK. F, PG. 110) �s. t' co �o / X LOT 4 TRACT F C THE RANCH Book F, Page 299 \ \ \ \` \ \ \ 0 / LOT 3 \ \ ak / TRACT F THE RANCH / Book F, Page 299 Y, Ll/ e� e� �o- LOT 5, TRACT F, THE RANCH 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 CORRECTLY REPRESENTS 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 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 FINANCIAL CENTRE CORPORATION RANCH PROPERTIES, INC. 900 S. SHACKLEFORD, SUITE 300 LITTLE ROCK, AR 72211 D.R. PAGE INSTRUMENT NO. — 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 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD 20_ PAGE FILED FOR IN PLAT BOOK . GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - - - ARE TO BE USED 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, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. Little Rock Wasot' Water Utility 221 East Cap Little Rock, Arkansas 72202 501-376-2903 pT TH SETT SERVICE AVAILABLE By: f�" Date. PART OF THE E1/2, SECTION 14, T-2—N, R-14—W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 3, TRACT F, THE RANCH AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N36448'07'1bk/ ALONG THE PROPOSED NORTH RIGHT—OF—WAY LINE OF RANCH DRIVE, 44.13 FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID PROPOSED NORTH RIGHT—OF— WAY LINE BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N46'03'07'W, 163.14 FT.; THENCE N44'54'45" E, 175.07 FT.; THENCE S45'05'15" E, 198.00 FT. TO A POINT ON THE WEST LINE OF LOT 4, SAID TRACT F, THE RANCH; THENCE S42'05'46'W ALONG SAID WEST LINE AND ALONG THE WEST LINE OF SAID LOT 3, 178.90 FT. TO THE POINT OF BEGINNING, CONTAINING 34,492 SQ. FT. OR 0.7918 ACRES MORE OR LESS. PLA T OF LOT o, U 151 PLANS APPROVED EASEMENTAPPROVED EASEMENTREOUI ED. DATE BY THE' RANCH AN ADDITION TO THE CI T Y OF LITTLE R 0 CK, ARKANSAS NO VEMBER, 2002 © WMTF� mA9P1E1,&.S AMO CIAT= HYC CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE OTTLE ROCK, ARKANSAS 72223 Job No. 02-0691