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HomeMy WebLinkAboutS-0983-C Map 494,' 729SZ . p L-1199411.2100 NW1/4, SECTION 35, T-2-N, R-13-W I I LOT I WHITE ROCK TERRACE S86°4_'21;'E 746.33' W #2040-00B6 N_I57055.4300 Ea199BG9.3500 t STATE PLANE COORDINATES CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD ARC DEF POINT NO. NORTHING EASTING 61.59ft 47°02'53" 75.00ft 32.65ft N684807E 59.87ft 762340 3 157424.12 1199425.82 [C2 63.21ft 48°17'-3V 75,OOft 33.62ft N69'20'57E 61.36ft 76'23'40 a isioae0 1200168.4488 mW 17 157258.49 1200249.D5 o 19 157384.19 1200141.07 'a) ^? ''�ro 21 157G68.33 1199909.33 22 157084.92 1199975.34 S gyp. F` 94''r A. �✓ A R K�SA S `t r • f RFGISTEREB PROFESSIONAL ENGINEER ,,� No.5033 � �ryE E 0 0 1�v o� 0 1� Q� �P Legal Description Part f il•e S1/2, S1/2. SW1/4, NW1/4, Section 35, T-2-N, P,-13-W, Pulaski County. Arkansas, more particularly described as: Beginning at the Southwest comer of St/2, S1/2, SWt/4, NWt/4, said Section 35; thence N0725'35E along the West line of said S1/2, S1/2, SW1/4, NW1/4, 330.18 ft. to the Northwest comer thereof; thence S8648'21"E along the North line of said S1/2, S1/2, SW1/4, NW1/4, 746,33 ft.; thence S4,739'47"E, 165.72 ft.; thence S23.41'02"W, 200.59 ft.; thence N8659'57'W, 193.40 ft.; thence S75-53'37'W, 68.06 ft. to a point on the South line of said S1/2, S1/2, SWI/4, NWI/4; thence N87*00'32"W, along the South line of said S1/2, S172, SW1/4, NW1/4, 528.06 ft. to the point of beginning, containing 6.0358 acres more or less. THIS PLAT 5 * 94- ° 2982 PAGIS MONUMENT #2040 VICINITY MAP SCALE:1"=2000' CERTIFICATE ❑F SURVEYING ACCURACCERTIFICATE OF OWNER Y I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTh, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE �LTH THE PLAT, ROCK SUBDIVISION RULES AND REGULATIONS �j l HAVE BEEN COMPLIED WITH. 9-30-94 DATE OF EXECUTION DATE OF EXECUTION E D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS INSTRUMENT NO CERTIFICATE OF ENGINEERING ACCURACY ADDRESS CERTIFICATE OF FINAL APPR❑VALI L TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED W TH. ACCEPTED, THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID 9-30-94 RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTE146b" PREIFIE�SsIONAL ENGINEER NO, 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFjjAT 01F RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD l0 A l 7 , 199y IN PLAT BOOK PAGE I . PLAT OF 50 0 100 MMEl GRAPHIC SCALE IN FEET SCALE: 1" = 50' 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. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6, ERROR OF CLOSURE, 1FT / 29,105FT 7, BEARING DATUM IS STATE PLANE DATUM. ADJACENT TO NORTH IS ALSO STATE PLANE DATUM, 8. FRONT R REAR BUILDING LINES ARE DESIGNATED AS _B.�. _ LOTS, 1-22 An Addition to the City of Little Rock, Arkansas FINAL 4 As SpD��' .enr6,j © WHITE-DATERS & ASSOCIATES, INC. a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 W s M t