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HomeMy WebLinkAboutS-0767-B Map 3JESSE S. REED SUBDIVISION PLAT BOOK 33 PAGE 74 DEER PARK ADDITION PLAT BOOK C PAGE 140 Northwest Corner, Fractional SW 1 /4, SW 1 /4, Section 19, T-2-N, R-13-W, Pagis No. 2090-0083 Pagis No. 2090-0084 W r� O z 1 4 54.9C Point of Beginning Southwest Corner, Fractional SW 1 /4, SW 1 /4, Section 19, T-2-N, R-13-W 10 / 11 12 / I 13 I 14 I 15 / / S8801 1 '43" F inn? in, / N88059'28 W 630.97' Charleston Heights First Phase Legal Description Part of the Fractional SW1/4, SW1/4. Section 19, T- 2-N, R-13-W. Pulaski County, Arkansas, more particularly described as, Beginning at the Southwest corner of the Fractional SW1/4, SWi/4, said Section 19; thence NO1'43'31"E, along the West line of said fractional SW1/4, SW1/4, 1.329.56 ft. to the Northwest corner of said Fractional SW1 /4, SW1 j 4, said corner also being the Southwest corner of Let 5, Jesse S. Reed Subdivision, Little Rock, Arkansas; thence S88'11'43"E along the North line of sa;d Fractional SW'1 /4, SW1/4, and along the South line at said Jesse S. Reed Subdivision and along the South line of Deer Park, an Addition to the City of Little Rock, Arkansas, 1002.10 ft. to a point on the South line of Lot 45, said Deer Park Addition; thence S13'05'42°W, 132.25 ft.; thence S25'05'18"W, 52-43 ft.; thence 126*11'49"W, 349.40 ft.; thence S27'55'01"W, 397.84 ft.; thence S26;35'14°E, 204.43 ft.; S27'15'43"E, 69.67 ft.; thence Southwesterly oiong the arc of a 858.51 ft, radius. curve to the left, having a chord bearing ano distance of S33-14'56"W, 237.38 ft.; thence S2518'55'W, 26.45 ft. to a point on the South line of the Fractional SW1/4, SW1/4, said Section 19; thence N88'59'287W, along said South line, 630.97 ft. to the point of beginning, containing 23,9156 acres more or less. S25005' 18" W 52.43' r Vx- y cb ye/ CERTIFICATE ❑F SURVEYING ACCURACY CERTIFICATE OF ❑WNER 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 ❑R VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AN➢ SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY ❑FF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLeT, ROCK SUBDIVISION RULES AND REGULATIONS roz'Q5cTol¢ 7HAVE BEEN COMPLIED WITH./ .40 WOEXE�CUTION DATE OF EXECUTIONDJOE D. WHITE D.R.PAGE REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS S~•p iR � - . INSTRUMENT NO. r CERTIFICATE OF ENGINEERING ACCURACY �� �„'11 CERTIFICATE OF FINAL APPROVAL R E fa S V R E O L.jT•IMOTHY E. DATERS, HEREBY CERTIFY Pf! 4a .� 1�WN MADE BYAME,OAND CT THAT HEESENTS A aALTHIS P PURSUANT TO THE LITTLE ROCK SUBDIVISION 1 �f�� y �' E,GINEERING REQUIREMENTS OF THE LITTLE RULES AND REGULATIDNS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN NOCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY c)33 ���iAVE BEEN COMPLIE T ACCEPTED, THIS CERTIFICATE IS HEREBY Jl'r'�a.{� ,�.✓� �� �3-(i>^-- EXECUTED UNDER ULATHE REGULATIONS. ❑F' SAID RULESANDREG DATE OF EXECUTION TIMOTHY E. DATERS \-D REGISTERED PROFESSIONAL ENGINEER NO, 5033, ARKANSAS DATE OF EXECUTION LITTLE 4OCK PLANNING COMMISSION Q� CERTIFICATE OF RECORDING THIS DOC��U�MEE,,N��T, NllJJ��11 ERi'' r�` POR G, RECORD. 19 19i IN PLAT BOOK ,c ism O O 115.00, --- 28 N CURVE LENGTH DELTA RAnll 1s TANr:FNT C 1 C2 23'.32' 58.65' 90' 9'- 122'17'19" 150.78' r151.26' 150.78' I29.70' C3 C4 '04.13: 178.19 16'39'37" 67-42'41 358.10' 52.43' 150.78' 101.15' :,5 101.32' I77'23'59" 75.00' 60.09' C6 58.29' 11'39'30" 286.48' 29.25' STATE PLANE COORDINATES POINT NORTHING EASTING NO. 8 167185.86 1178692.36 10 16 6804.88 1178680.89 14 165856.90 1178652.33 15 167154.30 1179693.96 17 167025.49 1179663.99 18 166978.01 1179641 .77 20 166664.49 1179487.52 21 166312.95 1179301.26 25 166130.15 1179392.75 26 166068.22 1179424.66 27 165869.70 1179294.51 28 '.65845.79 1179283.2i: 60 0 60 120 GRAPHIC SCALE IN FEET SCALE: 1" = 60' 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 10 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 / 338,357FT 7. BEARING DATUM IS STATE PLANE DATUM. PLAT OF LOTS, 1 —56 & 86 ill Maw An Addition to the City of Little Rock, Arkansas I� E r Located in Section 19, As S;� U� T-2—N, R-1 3—W, Pulaski County, Arkansas © WHITE—DATERS & ASSOCIATES, INC. ai CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201