Loading...
HomeMy WebLinkAboutS-1042-B Map 60 • LEGAL DESCRIPTION August 10, 1995 Well.leg The Villages of Wellington A part of the SE1/4, SW1/4, Section 31, T-2-N, R-13-W, Pulaski County, Arkansas more particularly described as: Beginning at the Northeast corner of the said SE1/4, SWI/4 and the Southeast corner of Lot 240 Dairy Farm Addition; thence S02'16'25"W along the West line of Lots 711 thru 702, St. Charles Addition as recorded in Book E Page 41 and Book D Page 696, 900.80 ft. to a point on the West line of said Lot 702, St. Charles Addition; thence N8Z17'53"W, 108.29 ft.; thence S0741'52"W, 86.75 ft.; thence NB3.13'07•W. 50.0 ft.; thence N87*40'51"W, 107.61 ft.; thence S07*33'53"W, 45.43 ft.; thence N89'54'29"W, 249.53 ft.; thence N63'37'50"W, 268.05 ft.; thence N2312'40"E, 323.54 ft.; thence N31'32'52"E, 126.22 ft.; thence N53'51'46"W, 122.13 ft.; thence N56'59'34"W, 50.10 ft.; thence N53.28'01"W, 124.84 ft.; thence N3629'21"E, 415.75 ft. to a point on the South line of Lot 239 said Dairy Farm Addition; thence S87*32'51"E along the South line of said Lots 239 and 240 said Dairy Farm Addition, 60B.28 ft. to the Southeast corner of said Lot 240 and the point of beginning, containing 16.0089 acres more or less. B EXISTING PAGIS MONUMENT CERTIFICATE OF OWNER N 157882.52 1007-0102 CERTIFICATE OF SURVEYING ACCURACY E 1180896.32 CENTER OF SEC. 31 T-2-N, R-13-W L JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UN➢ERSIGNED, 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 REGULATI NS a W nrocicDC✓uo�,men'f"�B. - HAVE BEEN COMPLIED WIT `/Join % /•/J/ DATE ❑F XECUTION P•of3>x g SD M P.O.B. D Tu( /i7�/ 7 L2/fEtt°cc�, Br�•72u3 E ❑ EXECUTION E D. WHITE D.R. PAGE EXISTING PAGIS MONUMENT' 1007-0101 REGISTERED LAND SURVEYOR ADDRESS © - NE CORNER NO. 534, ARKANSAS INSTRUMENT NO. 89-25552 • S8T32'S1"E SE, SW SEC. 31 n 76.78' t1014 608.28' T-2-N, R-13-W CERTIFICATE OF ENGINEERING ACCURACY n ° 04 76.24' b 7s67' CERTIFICATE OF FINAL APPROVAL •'. 06-0 1 \ 5g� 9ry °�, 87.23' 120.45' Q Oa iw e 4°'�-' .f 57.45' • ^a. 1 04 BLOCK I .," .y.� d'r 7 I ? THATTHISPLAT CORRECTLY B REPRESENTS A �` �. g4 PURSUANT TO THE LITTLE ROCK SUBDIVISION 1 c6d - PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE 9 la ` - ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN 10 , a H m n I ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEf2EBY 6 9'.. 7 mo 0 5 aro I HAVE BEEN COMPLIED WITH ACCEPTED. THIS CERTIFICATE IS HEREBY m o� 1 °,,yti-- 8^'- iv 25' B.L. ti 25' B.L EXECUTED UNDER THE AUTHORITY OF SAID �� RULES AND REGULATIONS, •/ S B M Qi' l a 7 2J r4' ` 39.42' 26.91' 42, ti6 �6 u 4 _ ra• m4 �IWO13sI + DATE OF EXECUTION TIMOTHY E, DATERS57.11, 48•357,82' 24. : REGISTERED PROFESSIONAL 40, 42.91' w, 0$ 24, ENGINEER NO, 5033, ARKANSAS DATE OF EXECUTIDN LITTLE OCK PLANNING E I 40 Bi'�3,. e 5 00, C2 N87.30'39'E : m COMMI SIGN 0 0 / 9.12 88.82' °a a CERTIFICATE OF RECORDING O 7? ^#0,v '8S 58.17. in n m 58.43' �n� 1 THIS DOCU NT, UMBER- - ,FILED�R O t0 h5 u� o 1, �+ 57.52' 30.39' , 98.16' o- - RECOR➢ 19 a S, IN PLAT BOOKd' r �115' PAGE !�f s.1Jo.-_----�.B9.59'54 12 `7'J �/[ 5�yaj/ o O 25' B.L. m ^6'ry , N I� Sp I k sa's� ., w d m 3 m n L 6 8 rn o a r 7?4B4,( \•YY/ g �•` /g 5 - 6 I m �P 3 191' 9'13r N Ay Lq �^ / 1 mi. i4 cu • .V ASS o Q C.3 os 62.04' � a o COo.00' '10.a 1o4.zz' 60 0 120 '- �`° jS R60 • �O• ti 50 rn s 72 �'.,� ~ N n ^ ry Ilk sr 84.7s m" Y ry rn m In GRAPHIC SCALE IN FEET 4 9Z3B'OC ,Sc�• 0&. 0 9 I7 J9'38'' . 'N 2 I N ?3, • 7T32'18 \5 JCS p �/ N79'16'4Y I m a SCALE: 1• = 60' co e(\ yJ16�3 N° a Na1,23v © 9a2'31r �j • e<o vBr59, 2 9"�ea, 113.53' a,9 116.87 I GENERAL NOTESI Cil' tis� %,BR S ti" ka N C70 11 .3 '� 25• B4 wn ti59'� v m�`� 1, i/2" IRON PINS WERE SET AT ALL LOT CORNERS °'` G��INVF °" I 2, ALL EASEMENTS SHOWN- -ARE-TO BE USED RN�RS FOR DRAINAGE AND/OR UTILITIES. • �. o• Q y"i u � g 33• � �.� n ,� ,aq I m • 21.0g, READ 4 g3,29• 411g 3, LOTS WITH ROUNDED CORNERS ARE s ` 2S 6, 57.35' f25.06' 123.38' w OF LOT LINES AND NOT P❑INTS ON A so 159, ti" aj ` ` 4.� • _ 3d MEASURED T❑ A POINT ❑F INTERSECTION 0~h^'/`857, • CURVE, 20* 1'28N87.43'42-W 2js,42 a- ��, / 1 a oz.26. C11 196,23' _ ---- 4, DISTANCES SHOWN ALONG CURVES ARE 2'3•s� / 7 "'46" / 0 �•.d 3.za• V CHORD DISTANCES, 25' / ryo, �o 71.68, 25.80' • • �� 7r 25' S.L. 15 0 122.57' 5, RADII AT INTERSECTI❑NS OF STREET RIGHTS ❑F WAY ARE 25 yy/ iz0.lg, hd 2878. g,.30 w md'Jg a u,. 3 `�' \ �I •f •I cir 0/ 2 b / 1 I m - �.50 `� �'P7 f 25' B.L. 15' N ry / FF 15� 9 �`b n'^ `0 �• I $ � _ 6, ERROR OF CLOSURE: 1�70,107,00 Yin..551.�•7 EIw0 ,� u1 36 _ I m cn 706 I - 7, BEARING DATUM IS STATE- PLANE DATUM, �p ^ry O '• a �ry •ham �� �7 7 , Ile)'�• n m y 4 . i �j 3 ® / / HOLE PoY \�9 136.24' 116.09' 15' Y. Fr a432'2• k EI..S1,77' 10 '� QwENv. 510.0 ow. V 10 \ Q 6 N J J b' 2 II In .N 3 5 w� ,,A++ ( �`�I w 4 9 63.48' 40 B110.45, Op fT �Y°' 0'OJ 9�fI j m F1ru. 540.0 U 6•• 4 l �h1 N Jr O 3 � � I i* w h I m \ No '1B' o rye. m LU 34 Nq'j1� •' B Ci LU Uj °? S 3e ' 3 ° gg. \�6� e> 94.80' S J 4a 0 11 F-- 165.3g' f ^i Min. FF 00 " ' °j" 9.1°A A' Ehv. 538A w C"1 `g )?• I. 0 vi "' pP 105.75' 124'41'29• J '07 B Y od 0g� 6 5 4 N 17744N O gx��r N 17 45'!If 33 I vmi • _ , - 2� '/°• - -- -164.56' - _ _ - h 7 '�. 194 'SY 10 .� -~ ,. m U ,1.^ N �O•� �r" O1 25• Bulldln9 Lln_ -ten' w ° c' s0, r�6ds• 35' y 31 29.66, 59.89, - u` 60 rJ 47. • TOP PoY\ iB• _B_0_19' 1 • 15' STATE PLANE COORDINATES 6 0 °i 38 I 32 POINT NORTHING FASTING • S C I •, NO. f / / j / e0 C`j' - �28 o22'E�- 82,15' MVlNTOI�E PoY ^ 1 155646.789 11808.�9 6 155646.789 1180807.904 / 62.56' J 55.97' • Elw. 575.56' 13 10 7 155661.302 1180700.59i / ,6ys� AX OTp3'iT - B9.71' i it ti6M\ 7 8.29• 9 155575.334 1180688.971 Bg n / � 55,29 60.00' '9o'i?, _ gq I Q N82-17'5,j^1,1, 6 10 155581.238 1180639.321 6g. 764' 11 155585.593 1180531.799 .`� / / �',3, - �• 5t 108.29' 12 155540.558 1180525.818 Ns / 4g. H9' Buddln9 Line ry 3 14 155540.958 1180276.288 `T.Tj, / 7 Q 1 1 ai rn I �� 20 155957.367 1180163.643 Sp•. + O m 21 156064.932 1180229.682 k' � 1 O �S aw. 654.a N h 00 24 156238.562 1179988.725 .a $ $ 9 m .� 25 156572.812 1180235.959 o w 0 29 156136.955 1150131.049 26 is. ,,On rj, fin., 5u,, ^'• Yln. FF °� 107.61' N 30 156164.247 1180089.035 QOS BIL EI 51a0 Elw. 530.0 O N87*40'51"W 31 155660.015 1180036.129 w� a 3 107.61' � N850.00 %W � " ss59 BLOCK 4 102.28' '6- 1' .64' r,MjN N89'54'29"W 249.53' ©op 0 rl lR1/F I FNCTN 11F1 TA RADII IC TAN(' NT DIRFCTION CHORD C1 81.31ft 6707'06" 75.00ft 45.17ft N6732'27"E 77.39ft C2 110.89ft 11*05'21' 572.96ft 55.62ft S8656'41"E 110.72ft C3 135.41ft - 10526'S3' 75.00ft 95.05ft S40'45'55"E 117.76ft 04 129.94ft 07"47'46" 954.93ft 65.07ft NOT03'38"E 129.84ft C5 66.32ft 09'17'06" 409.26ft 33,23ft NO3.00'46"E 66.25ft C6 58.04ft 09'1711" 358.1 Oft 29.08ft N8756'00"E 57.98ft C7 129.56ft 9958'44" 75.00ft 87.78ft $4713'13"E 114.04ft C8 80.80ft 30'42'11" 150.78ft 41.39ft N1737'15"E 79.84ft C9 43.59ft 16'33'54" 150.78ft 21.95ft N24'41'23"E 43.44ft C10 128.21 ft 17'43'58" 414.26ft 64.62ft S6551'30"E 127.70ft C11 66.17ft 1800'2I" 291.48ft - 33.23ft S81'13'40"E 66.02ft C12 150.27ft 03-00'57' 1954.93ft 125.14ft I NOO'37'51"E I 50.26ft u Vicinity May PLAT OF LOTS, FINAL PLAT I - 12 BLOCK I I - 9 BLOCK 2 As SsrvEred I - 11 BLOCK 3 I - II & 32 - 36 BLOCK 4 DATE_ZZYZ%f I AND 6 BLOCK 5 CM Il��� C�59 �� WGREE I� �®III '.:71 L'w,F'dt_`. -,..v: �L ��ir3 <-.7aT = e; _ . ✓ _.,:'..`d'o < i:_._-u°'L%„r'.a 7I1iZ'..A An Addition to the City of Little Rock, Arkansas WEL_L_INGTON HIL_L_S PHASE I © WHITE-DATERS & ASSOCIATES, INC. �i CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING - 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 ,