Loading...
HomeMy WebLinkAboutS-1042-A Map 1N 30 1 55454.1525 1 1 /YYYb. /Ub 31 155530.979 1180012.547 32 155847.115 1 1801 48.071 33 155817.873 1179602.810 34 155782,193 1 179651 .048 35 156061.781 1179857.850 36 156398.869 1180032,554 37 156363.189 1180080.793 Pae m M M O' N W % 1 o� _b zL South Line Of SW 1 /4 Section 31 o0 i OF WLLING ION M n 0 I II . I �i I 1�'z�turE• 1)f''U6'Ir1f)�ryl,r!.'7l.tl CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER 1, 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 , /j SURVEY MADE OR VERIFIED BY ME, ALL r HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND' r 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 W THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS „ DD ?e - HAVE BEEN COMPLIED WITH. SJ� l..".I- DATE OF EXECUTION �✓1,t,�tcic G Iu�nlw.rG, Pp&;.c DATE OF EXECUTION OE D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR ADDRESS NO, 534, ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A. RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN c ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY, :'..�u. ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY LJ' HAVE BEEN COMPLIED W+ H. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION IMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE OCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION August 3, 1995 Legal Description A part of the S 1 /2 of the SW 1 /4 of Section 31, T-2-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Commencing at the SW corner of Lot 687, St. Charles Addition to the City of Little Rock, and the SE corner of said SW 1 /4, Section 31; thence N87.38'55"W along the South line of the said S1/2 of the SW 1 /4, Section 31, 854.08 ft.; thence N 10' 16'03" E, 203.38' ft. to the point of beginning; thence N46.42'15"W, 477.67 ft.; thence N53'30'39"W, 60.00 ft.; thence N36'29'21"E, 722.66 ft.; thlence S53'30'39"E, 60.00 ft.; thence S36.29'21"W, 374.90 ft.; thence S53'30'39"E, 360.98 ft.; thence S23'12'15"W, 343.96 ft.; thence S10'16'27"W, 77.60 ft. to the point of beginning, containing 4.50 acres more or less. 50 C EXISTING PAGIS MONUMENT N 157882.52 1007-0102 E 1180896.32 CENTER OF SEC. 31 T-2—N, R-13—W GN[M , THE SE CORNER SW 1 /4 -SEC. 31 T-2—N, R-1 3—W NBT38-55"W 854.08' — ---- - - -- W 0 50 n CERTIFICATE OF RECORDING ag' 491170 p`•���f CIgC�.4 THIS DOCU NT NUMBER 7� FILED F98 RECORD Hf1PLAT BOOK (y_ PAGE. UJI • V1 s, '•. � i .s'r: L4t.A 1 XyN f'MEY/ d HtcorQel . fee; istl GENERAL NOTES, 1. 1/2' IRON PINS WERE SET •AT ALL LOT CORNERS a ALL EASEMENTS SHOWN— —ARE TOE 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, 1 1 68,649 150 7. BEARING DATUM IS STATE PLANE DATUM. Scale 1" = 50 ft P.O.B. EXISTING PAGIS MONUMENT 1007-0101 VICINITY MAP NE CORNER SCALE 1"=4000' SE, SW SEC. 31 T-2-N, R-13-W 1 Im Ft As Sione i DATE- --al r S� PLAT OF WELLINGTONS VILLAGE TRACT A , AND PORTIONS OF WELLINGTON VILLAGE ROAD O I (, 11 ® MMI TZ-IIDA7= & AMOCUTM99 MYC AN ADDITION TO THE CITY OF LITTLE ROCK R-vii"d I. 01(I,r.l(' Q CIVIL ENGINEERING, LAND PUNNING k DEVELOPMENT, SURVEYING BEING A PART OF THE DoW 8-7-95 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 S 1 /2 OF THE SW 1 /4, SECTION 31, notv"' aea. sur.a7 or. Draa Dr. Ch—kad ar. Avv Rr T-2-N, R-13-IF, PULASKI COUNTY, ARKANSA i Imat at