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HomeMy WebLinkAboutZ-4524 Map 31 i 3a►�� Sml*, 3 S861 r z 130 �8 03AI303?U e. CNr •1/[ OF v. {(,NinOto e , [ x. • ) / P rOueO STOMA w NOOa38'30aE 1130,45' yyM11111Y [t"A a x S`Q. �, 111Y EUV [Ttta 4_ 27.45 So •]b [] _ 8 1. at o OILS f 41 Al M CMNER ME 1/4 m,Tt•.aISO Ali 61( L A K E / / / - / , o so 100 / / 1 gJRFACE ELEVATION 19C5 / � 1 GRAOHiC SCALE IN FEET A�DOCK I o o N ! ' ~' No ^ I hereby rxtiry that I he" wrveyed Part of the W 1/2, W 1/2. IS e E 1/2, HE 114, Part or the East SO ft of the N 112 of the NE A , / IS: _ _ _ _ \ _ I 1 ( i • 1/4. and part of the W 1/2, WE 1/A,, all in Section 20, T-2-0, /-- \ O I ( I o' / �/ R-13-W, hu laski County, Arkansas, lying North or the north right- 40 ' f1' / • ----- I 4 of -way line of Arkansas State Hlghrny No.. 10 end South of the -}- / I 1.1 I ' I ,'' I 1 (' ! % i �� • o aooth right-of-way line of a 100 ft. Arkansas Power s Light I 1 � ��,. CarVany �t, all more particularly described as: Starting at the Northwest corner or the W 1/2, NE 1/4, said Section 20; thence S 98 dK. 12 min. 33 sec. .E (Deed 5 88 deg. 59 min. E) ))) Along the north line of said W 112, NE 1/4, 636.5 ft; thence S 0 dew- 38 un. 30 sec W, 27.116 ft. (Deed -35.1 rt.) to a point wY�I/, p / /� \\ \\ �� \ \\ \ r r o� v andthethe point ofhe Mouth ebeginning; or "id rthence S 64 deg as Power L Light min, 9nsoc sIF ant O / / a`p / / % \\� \ C I / \ ' 1 AS along and south line, 1113,85 ft. to a point on the seat line of / -_ �\ \ / \/ ' the R 112. 9 1/2, E 1/2, NE 1/4, Said -Section 20, thence 5 0 deg. C/l' 32 sun 57 sec R along mid east line, 460.69 ft. to a point i GJ thence IN 88 deg, 26 min. 28 e. N, 330.0 ft. toe point on the C1 neat line of the R 1/2. R 1/2, E 112, HE 1/4. mid Section 20; .rte vuv[ thence S 0 deg. 32 min. 57 sec. W along the west line of the {t/ rght oC ,2 ray lineor 465.22 tpoint on the north Arkansas State No. 10. and being 40 rot[ atiC i ft. North of the centerline; thence Northwesterly along said north right-of-way line, being the arc of a 2251.83 ft. radius curve to the right, having a chord bearing and distance of ,♦v ,60 / / J N 70 deg. 53 min. 54 sec. W. 451_92 Ct. to a point., thence t eTP N 65 deg. / min. 21 sec W and continuing esaid north right-or-wa line.y ne, 278.06 ft to a point; thence N 0 deg. 38 min 30 sea E, 1130.45 ft. (Deed 1120 ft.) to the point or beginning, 'I / / � containing 21.5131 acresmore or less. containing AND Part or Section 20, T-2-114, R-13-14, Pulaski County, Arkansas, .ore , par[ictilarly described as. Starting at the Southeast corner or the NW 1/4, ME 1/4, of mid Section 20; thence S 0 deg. 32 min. 57 sec. W along the mat line of the W 112, NE 1/4, 72.0 ft. to a wen - ,a. , J/ / point on the North right-of-way line or Arkansas State Highway a r FF7¢E ! • l p� S . / /l l / No 10. and the point of beginning, thence N 0 deg. 32 min a ' 86 lg' / / i / 57 sec E along the east line of the W 1/2. HE 1/4, 465.22 ft. �ri FF11Cf CAE S 27 i9 E 480 � r 1 / / j/" / (Deed 472 5 rt I to a point ; thence 5 88 deg. 26 min. 28 sec. E. N �eA^r`oew 82.JDr / a6O \ i 7244 rt (Deed 93.6 ft.) to a point; thence S 0 deg 27 min. TJ Jo 19 sec E. 480.B6 ft. (Deed 491.5 ft.) to a point on the north, ' \ I right-of-way line or Arkansas State Highway No. 10, thence t� BENCH MARK PI n %! /� f / ^ %/ ELEVATION 310.10 Northwesterly along mid north right-oC-way line. being the arc RON TOP OF IFIN AT S.W. CORNER I / / of a 2251,83 rt. radius curve to the right, having a chord � j r / A1O / %� j/ / bearing and distance of N 77 deg. 40 min. 58 sec. W. 82 59 ft. to the point of beginning, containing 0.8318 acre more or less s FNCH MARK f2 I / Property lines are located in accordance with established NAIL IN WEST SIDE OF 20' PINE 520' R AhT ; / / i 40' WEST OF S.W. CORNER z property lines. There are no apparent encroachments ezeept u S G m ELEVATION 430.67 m shorn Corners were set a shown. UNION VALLEY CEMETERY (O EDWARD GERALD SMITH BENCH MARK /J Cy R MIL IN EAST SIDE OF 15" FINE t 690' % ' tOrrEHEo , a I LAND SURVEYOR 1 NORTH OF S.W. CORNER m \ r' ELEVATION 439.65 Go / f �.',. / AR K A.S •-.-W�I�1�,l�Cil �V t✓k1Af.A11 1 L1111Lt"il. NO 9 BENCH MARK 04 /�,�1..�i1/L 11].✓� ]-Xr' NAIL IN SOUTH SIDE OF 20" PINE 50' NORTH A, I/ I / / u✓ OF LAKE o-g / / ELEVATION 408.39 BENCH MARK rS / RAILROAD SPIKE IN EAST SIDE OF POWER POLr- v� t 80' WEST OF S.E. CORNER ELEVATION 381.81 MR UK A RENEFiT OF STEVE CLARY, AAAES R CONSMI a FCC PaRTNERSn1c BOUNDARY AND TOPOGRAPHIC SURVEY BENCH MARK /6 TOP OF IRON PIN AT N.E. CORNER It r=r.-E 16 e f e o3E �Yl,t o' PART OF THE NE 1/4, SECTION 20 ne.r.a: to/lo/Bs ELEVATION 504.77 SOOe32r57 W 460.69 E © TrDWARD G. SMITH � ASSOCIATES A COeeNLTINA ■aertASA T 2'N, R 13 W, PULASKI COUNTY, Nit9/25/ee F^ Sol VinvT Lr111J Po AaaaaaAi 7'=I ARKANSAS C.It Hor van iDrawn By Checked eveed Br I r50 Sheet I of I >o� Q 06 Q >. 64 Q C) f- Q_ 0 0 CO C III -C O N Z No p M1, �/ D �/ � W ( IMSMA _ • � U CF -C N (03 Z�� 0 m D Q Y C O O U U Y � v �C 8 m U J m A� Aso, .F- •/. Z Q Uj �� C Z LL. Y Q � a Q a Y � U Q W = LJ F = J DATE 14 OCTOBER 85 REVISIONS SHEET NO. 1 COPYRIGHT 1985