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S-0867-CCC Map 1
E 117 480527 6Ia4 cG`ly, • S 1119945� �tio�p� 9 E 1174903.81 3g� Z E 1174ii6e5 IV61a Ill,& "4Sn 9 I_❑T 9 0, CHPJ(')[. PROI FESStLI IAE CENTRE U 'v', E/17487540 _ Z Cl) 2� R1462.40' CDN72'40'49" W LC555 58' Legal Desct pticn A tract or land in the N1/2 Section 36 and In the SI/2 Section 25, T-2-N, R-14-w, Pulaski County, Arkansas, more par-t;ciAcirly described os Starting at the center of said Section 36; thence SO'49'00'W , long the east line of the SW1/4 said Section 36, 1021.60 Ft. to the center tine of Chenal Parkwayi thence northwestt, ly along said center line, being the of of a 2864.7"1 ft. radius curve to the left, a chord bearing and distance of N22'52'28'W. 8736' ft,.i thence N31'38'39'W and continuing ' along said canter line, 2164.01 ft.; thence northwesterly and continuing riung paid -enter Line being the arc of a 5729.58 ft. radius cur sr• to the right a chord bearing and distance of N31"12'08'W 13,_a_ i't.; thence N58"46'28'E; 926.33 ft,; thence S68°08'29'E 3c3,11 r t. to the point of beginning of the tract of land herein 1, sctlued; thence N06"34'05'W, 342.07 ft.; thence NO3'46'36'F,-'C-'315 ft,; thence N26`04'49'E, 255.34 ft,; thence S89°30'47'E, '4907 fit.; thence N04'0823'E 228.30 ft, thence northwesterly along the arc of a 447.46 ft. radius curve to the left, hovirnl chord bearing and distance of N39°44'39'W, 620.39 ft.; thence N'�3'3753'W. 355.55 ft.; thence northwesterly along the orc nr 14,,240 ft radius curve to the right, hovinq a chord hear-ing and 'gist -once of N72'40'49'W, 555.58 ft,; thence NEI'4-145'Vf 111.89 tt, to a point on the south right-of-way line U:er:nl Valley Drive, said point being on the east end of right- -w�,y da1:�-ctir.n fniind In Pint Flo R p,arlo 9110; N�e•tbi' a yl..- -�, no rt; 1rer,-r S61'43""E P!; T:f rt., theme Sterlthe arc of a 1402,40 ft. .; iri- curve to 1:1�e left, having a chord bearing and distance - 3'41i'49'E, 79 ft., thence S83`37'53E. 355,55 ft.; thence c�=„tr�ea_;terty along the arc of a 507.46 ftrodius curve to right having o �hord bearing and distance of S39'44 J411 %11358 ft.; thence SO4'08'23'W, 412.10 ft.; thence southen<tef li along the arr of a 1115.92 ft. radius curve to the left. hav;nJ o 1_1ford bearing and distance of C04°51'0 'E 347.39 ft., thence n 74'-1.5'fll'W, 946.89 ft. to the point of beginning, containing 14h016 acres more or less. NILF? f _L�lION 3t T ''-N. P- 14--W 3 OF JT �:r u 00 P2864.79' C DN22°52'28' W LC873.62' R 1402.40' CDS72'40'49" E LC532.79' 100 0 100 scale 1" = 100 f- t CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL /1 MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL 300 v' SURVEYING REOUIREMENTS 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 OWNER 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 LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. 97ELT a AMBER Q7RR7RA !Or `/ DATE OF EXECUTION /%7 4/'77LE iPOck, Ar 72Z// D.R. 621 PAGE ADDRESS 233 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 N 16173727 _ E 11754120 + PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN S83"37'53'E 355.55' N 16 ENGINEEIRNG REQUIRVAENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY E u7576765.8 - s.e0 ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID /J G� 7 RULES AND REGULATIONS. E 1175405,79 N83,37'53<W 355,55, - -{! - 2-I- -�:�- L ; Ae DATE OF EXECUTION TIMOTHY E. DATERS E 117575914 REGISTERED PROFESSIONAL DATE OF EXECUTION LITTI ROCK PLANNING R507.46' ENGINEER NO 5033, ARKANSAS COMMISSION CDS39'44'39" E / LC703.58' CERTIFICATE OF RECORDING \� 97 10852 R447.46' THIS DOCUMENT,, NUMBER FILED FO CDN39'44'39" W RECORD 1* J IN PLAT BOOM: _ PAGE LC620.39' aaa' GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS ` a 2 ALL EASEMENTS SHOWN _ _ ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 4 ERROR OF CLOSURE 1:138200 N 161161.19 N 161155.85 J E 7176155.811 E 1176215 c4 a) cu • I N W y z W 3 N Ie0933.48 S89'30'4 / L E 1176139, 31 a LU N. 160939.85 - _ _ _ - - - - _ - _ --- 749 07'_ _ _- _ _ _ - _ _ -_ _ _ - _ _ -. _ _ _ - - ?' E 117539026 C ,O I � i ANTI i N Io0 %45.63 C r,Ji ".i J, R 14 W' N 160710.51 - � 10 , GE F 117_U72.00 UfILITY EP:EMENT �I I l L 1 l OTT F111f 9" D51 C D'04`51 03'E TRACT �A L347 ,SI, �� Cki TRA r� A CU L Z 1 - VA��ff - T� L L L E �Y 160407.94 "5263 30 { 1 11 60 p2 .68 E 1117622115 25 J I N 16038,174 E 1176157.39 ,8g6aT cT4689 S-74o35,01'W N 160148.02 E 1175302.43 A):\1 ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS' © 97H=1 DA171 ER9 (ar AOVOC ZA171',3 9 la I :. Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY '_?BEET LITTLE ROCK, ARKANSAS 72201 tag Yt l m PLAT 97 JOS52 BY: ! f DATE: L