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Z-8693 Map 1Scale 1 " = 50 ft AR STATE PLANE COORDINATES (NORTH ZONE) MONUMENT N 176273.43 E 1180077.37 NO MONUMENT SET N 175700.84 E 11BO169.65 NO MONUMENT SET N 175605.60 E 1180064.33 FIND. PINCH -PIP N 175595.12 E 1180055,32 SET 1 2 IRON PIN N 175724.77 E 1180020.18 SET 1 2 IRON PIN N 175654.79 E 1179816.89 SET 1 @'IRON PIN N 175402.37 E 1179898.65 SEP 1 J�° IRON PIN N 175302.46 E 1179650.22 SET 1 2' IRON PIN N 17r9r,2.51 E 1179490.33 SET ', 2 IRON PIN jLC149,73' r� ROCK IS�D C,O i i N8$' 15'25"W j � e tt RDA) "roµ y c"• I 3 00 00 - 0 �k (n I I SOUTHEAST CORNER NWS/4 NW1/4 SECTION 18, T-2 N, R-13-W / 673.10' - - - LEGAL DESCRIPTION PART OF THE NW1/4 OF SECTION 18, T-2-N, R-13-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE NW1/4 NW1/4, SAID SECTION 18; THENCE N88'15'25"W ALONG THE SOUTH LINE OF SAID NW1/4 NW1/4, 673.10 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF PINNACLE VALLEY ROAD, BEING 40.00 FT. FROM THE CENTERLINE THEREOF; THENCE N05'21'33"E ALONG SAID EAST RIGHT-OF-WAY LINE, 76.19 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF BURNETT ROAD, BEING 25.00 FT. FROM THE CENTERLINE THEREOF AND THE POINT OF BEGINNING; THENCE N05'21'33"E CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE OF PINNACLE VALLEY ROAD, 545.01 FT.; THENCE NORTHEASTERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 614.80 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N42'14'36"E, 737.64 FT.; THENCE S83'57'14"E CONTINUING ALONG SAID RIGHT-OF-WAY LINE, 96.20 FT. TO A POINT 60.00 FT. FROM THE CENTERLINE OF SAID PINNACLE VALLEY ROAD; THENCE N85'50'44"E CONTINUING ALONG SAID RIGHT-OF-WAY LINE, 80.40 FT.; THENCE S09'09'20"E, 579.98 FT.; THENCE S47'52'35"W, 142.00 FT.; THENCE S40'41'07"W, 13.82 FT.; THENCE N15'09'57"W, 134.33 FT.; THENCE S71'00'19"W, 215.00 FT.; THENCE S17'56'53"E, 265.33 FT. TO A POINT ON THE SAID NORTH RIGHT-OF-WAY LINE OF BURNETT ROAD; THENCE SOUTHWESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 1956.40 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S68'05'28"W, 267.77 FT.; THENCE S72'39'04"W CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 167.51 FT.; THENCE SOUTHWESTERLY CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 483.02 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S64'55'14"W, 149.73 FT. TO THE POINT OF BEGINNING, CONTAINING 12.4456 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) AREA OF FLOODWAY INCLUDED IN THE ABOVE DESCRIPTION IS 2.7211 ACRES MORE OR LESS. 11 1. HOURS OF OPERATION: 7 DAYS A WEEK 7:00 AM - 8:00 PM 2. NUMBER OF EMPLOYEES: 5-10 EMPLOYEES 3. SITE LIGHTING SHALL BE LOW LEVEL AND DIRECTED INWARD TO THE SITE. 4. THE WORK OUT AREA WILL BE INSIDE THE BUILDING AND LOCATED BETWEEN THE 4TH & 5TH COURT. IT WILL BE USED FOR A SPECIFIC GROUP OF INDIVIDUALS DOING TRAINING OR EXECRISES. 4. THIS WILL BE A PRIVATE FACILITY FOR TEACHING PROS, AND TENNIS CLINIC/ACADAMIES. 5. DURING PRIVATE LESSONS FOR TEACHING PROS - 8 PEOPLE PLUS INSTRUCTORS. DURING TENNIS CLINIC/ACADAMIES - 40 STUDENTS PLUS INSTRUCTORS. 6. THE FACILITY WILL NOT BE USED TO HOST TOURNAMENTS. 7. THE FACILITY WILL UTILIZE A SEPTIC SYSTEM. 8. THE DEVELOPER WILL DEDICATE 5' ADDITIONAL ROW ALONG PINNACLE VALLEY ROAD. CONDITIONAL USE PERMTf 9. THE DEVELOPER WILL DEDICATE 5' ADDITIONAL ROW ALONG SWEETWATER COVE. © WHITE-DATERS & ASSOCIATES, INC. JgCIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PH. 501-821-1667 FAX. 501-821-1668 PART OF THE NWI/4 SECTION 18 T-2-N R-13-W PULASKI COUNTY, ARKANSAS 500-02N-13W-0-18-400-60-1281 I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. ALL 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. (100 YR. FLOOD ELEVATION- 264.00) .......... .••���5T6iT Paul M. hi e,`PLS #1281 AR = 4 //A0 Revised 9-7-2011 Dale 8-15-2011 Job No. 1 1-357J