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HomeMy WebLinkAboutS-1073-G Map 2ARKANSAS STATE PLANE COORDINATES N 156442.02 E 1176397.79 N 156466.24 E 1176342.89 ' N 156171,44 E 1176212.90 N 156132.77 E 1176190.94 N 156067.79 E 1176105.27 50 0 50 150 N 156049A1 E 1176048.53 N 156047.15 E 1176035.62 (� N 156094,44 E 1175969.47 Scale 1/ - 50 T -t N 156168.90 E I175956A2 2 N 156167.17 E 1175946.57 f N 156599.81 E 1175870.77 N 156669.87 E 1176270.65 3 N 156590.69 E 1176407.13 4 N 156511.54 E 1176362,86 N90' 03' 43" E 405.97' I 1f I I 1 1 0lZL I I m I I E I 9 py I I II a ID LOT 6 II \ 1 k•. 1 \ 580W .00 I.-p3'43'\ Sao moo' _ / R220' I10,00, , - f s CDS29°35'42' 1 LC44,47' fo OZ R217,00' 0LA ' CDS52049'07'W Lncr LC107.53' R214.00' / £ CDS72003'10'W / LC59.63' 1 R58.00 1 ® CDN54026' 3'W IL.0 81.3 1 /S60.0,31,43#\41 ' 1 O © l 0 � j R480.00' / 13 CDS29' 12'55"�+ ' LC90.69' ' + 0 b� n06+ of boonnwW N66'72, ��•On 1g W I f J LOT 8 PLAT BK. E, PG. 910 PROPERTY DESCRIPTION PART OF THE W1/2 SE1/4, SECTION 36, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCIRBED AS: COMMENCING AT THE NORTHWEST CORNER OF LOT 8, ARKANSAS SYSTEMS OFFICE PARK; THENCE N66.12'19"W, 60.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY UNE OF TECHNOLOGY DRIVE AND THE POINT OF BEGINNING; THENCE S23.47'41"W ALONG SAID WEST RIGHT OF WAY UNE 322.18 FT; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE FOLLOWING THE ARC OF A 220.00 FT. RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S29.35'42"W, 44.47 FT.; THENCE SOU HWESTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE. FOLLOWING THE ARC OF A 217.00 FT. RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S52'49'07"W, 107.53 FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 214.00 FT. RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S72'03'10"W, 59.63 FT., THENCE S80.03'43"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 13.11 FF ; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY UNE, FOLLOWING THE ARC OF A 58.00 FT. RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N5426'23"W, 81.32 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: N09'56'17'W, 75.59 FT ; S80'03'43"W, 10.00 FT. AND N009.56'17"W, 439.23 FT.; THENCE N80.03'43"E, 405,97 FT.; THENCE S59.52'44"E, 157.79 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID TECHNOLOGY DRIVE; THENCE SOUTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 480.00 FT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARINQ AND DISTANCE OF S29'12'55'W, 90,69 FT.; THENCE S23.47'41"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 49.51 -FT. TO THE POINT OF BEGINNING CONTAINING 4.89 ACRES MORE OR LESS. (BEARINGS ARE BASED ON ARKANSAS STATE PLANE COORDINATES.) 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. rya a11�r�1;�7��35'GL�1:a 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 LAYOFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION ADDRESS 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 TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK PAGE LITTLE ROCK PLANNING COMMISSION 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 PLA T OF LOT G 1 r� KA N S'A Sly•T/ 0 F-l' Pj BEING PART OF THE W 1 /2 SE 1 /4 SECTION 36, T-2-N, R-14-W PULASKI COUNTY, ARKANSAS © iPY79=-IIDA717 RS ek ASSOCCZA�91WCCo a 0 0 CNIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 137 PH 501-374-1666 FAX 501-374-1668 5-10-73-6- 0 7, P,w• �N 98-0199