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HomeMy WebLinkAboutS-0508-E Map 3STATE PLANE COORDINATES PT. NO. NORTHING 1 108007.61 2 107961.06 3 107955.64 4 107965.57 5 108069.99 6 108245.13 7 108388.16 8 108251.94 t i EASTING 1179966.00 1179904.10 1179858.94 1179813.57 1179708.46 1179886.13 1180029.49 1180182.92 O A in as I: h 1 IX E ryk'� m i 43 a j� a 'O• e / / N / _l n /45ti b, 60' lei 45.48' ® J6'ek S8309'00 O 3 2 42 O /m -� F °S\ttr,, ti 40 m / r 44V c j ci.) A � e /4c. ray. yY ' - PAGq MKR. NO. 534-011 / / NE CORNER, NW1/4, SE1/4, SECTION 18, T-1-S, R-13-W PAGIS MKR NO. 534-012 ON LOT LINE 8.11' FROM CORNER 18 T-1-S R-13-W I THIS PROJECT 0 1/2 i GRAPHIC SCALE INMILES VICINITY MAP w CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER 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 PLATTED, 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 WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION DATE OF EXECUTION JOE D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS INSTRUMENT NO. 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 1-ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. ADDRESS CERTIFICATE OF FINAL APPROV ALI 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 ENGINEER NO, 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION Legal Description Part of the fractional Section 18, T-I-S, R-13-11, Which includes part of the Original Town of Alexander, Arkansas, more particularly described as: Slating at the Northeast corder of the NWT/4, SEI/4 said Section 18; thence S1'58'2iW along the East line of said NW1j4. SEI/4, 1394.86 ft. to a point an the Northerly right-of-way line of Alexonder-MobeNale Rood; thence along sold Northerly right-of-way line the following bearings and distances: S41'30'27'W, 143.84 ft.; N4E28'25W, 15.0 ft. and S41'35'59'W, 114.26 ft. to the point of beginning; thence Westerly and continuing along said Northerly right-of-way line the following bearings and distances: S41'35'5TW, 326.73 R.; S53032g'W, 77.45 R.; S83'09'09'W. 45.48 ft.; N5924'3EW, 40.43 ft. and S44'48'49'W. 15.0 ft. to a point on the Easterly right-o1 way tine of Walnut Str"T thence N45 i 11 T'W, along said Easterly right-of-way line, 148.16 ft.; thence N45'24'39'W, 249.47 ft.: thence N45'03.59'E, 202.45 It.: thence S4924'01'E, 205.18 ft. to the point of beginning, containing 2.2226 Acres more or less. Aoi:)KiMAL_ L0.SErAEArr I s-LOtAIfZE1D IkS SApa)"J. e -� ANL y - 28-9� CERTIFICATE OF REC❑RDING `•4MTSOCiJMENT, NUMBER _FILED FOR i2ECORP , 19, IN PLAT BOOK "'PA E S- . as 50 ' 100 F f GRAPHIC SCALE IN FEET GENERAL NOTES: 1. i"UN PINS WERE SET F,T ALL LOT CORNERS 2. ALL EASEMENTS SHOWN ARE TO BE USED FOR ACCESS, 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 CHORDS. 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSURE; 0,98/20,000' 7. PAGIS MARKERS WERE SET AS SHOWN. LITTLE ROCK MUNICIPAL IAA 'UNI19 Rook TER WORKS PLANS APPR07ED EASEoE171=Pr^17E NO ADDITIONAL NAL EASEMENTS REQUIED EASEI•'AEN T REGI IFRcc'D ❑ ADDITIONAL CASEMENTS ARE REQUIRED DATE f I AS S WN BY ,BY DATE: /✓o sewers senv/e-e 0ve' icl)/e 41- 7'ti''3 T'ne 11'1bI/>/li'�� ��,,�;�� »Qn� PLAT OF LOTS 40-46 m �v SOUTHBE-N-D ACRES An Addition to the City of Little Rock, Arkansas ©3 WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Q� 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201