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HomeMy WebLinkAboutS-0024-BA-1 Map 5Legal Description POINT OF COMMENCMENT FOUND STONE NW CORNER, SE 1/4 SE 1/4 SEC 30, T-2-N, R-13-W N 161780.89 PAGIS MONT NO. 2061-0131 E 1182296.43 O 0 P.O.B. 5 PAGIS MON . Roal°s 6 _ NO.2061-0130 S87°41'15"E a S8T41'29"E 70 98.81, 87•18,U E 111.39, Garret Glen yh Part of the SE1/4, SE1/4, Section 30, T-2-N, R-13-W, Pulaski N7�( -© Fa 16`$5coa County, Arkansas, more particularly described as: Commencing at �782 W �� the stone at the NW corner of the SE1/4, SE1/4, said Section 30; thence S0717'55"W along the West line of said SE1/4, SEt/4, 214.22 ft. to the point of beginning; thence S8741'15"E, 98.81 ft • thence Northeasterl alon the arc of a 50 ft radius curve to Huntlti, h dr. y 9 This Project 4 the right, having a chord bearing and distance of N8718'13"E, 95.51 ft.; thence S87*41'29"E, 111.39 ft.; thence S0719'34W, 30 E 57.89 ft.; thence S02'14'47W, 102.92 ft.; thence N8731'15'E, 29 j 5.70 ft.: thence S0728'45"E, 50.00 ft.; thence S8731'157W, o ' 129.58 ft.; thence Southwesterly along the arc of a 25 ft. radius M curve to the left, having a chord bearing and distance of Hifton R+l, S39'17'31"W, 34.25 ft.; thence Southwesterly along the arc of a horns 195.37 ft. radius curve to the left, having a chord bearing and distance Secken n of S28'16'12"E, 161.00 ft.; thence S5235'08"E, 191.24 ft.; 31 �Y`ve 32 p� r thence Southeasterly along the arc of a 597.96 ft. radius curve to the right, having a chord bearing and distance of S4945'54 E, 79.93 ft.; thence S44'54'13"E, 196.27 ft. to the Southwest corner i of Lot 7, Westport Phase I, an Addition to the City of Little Rock, Arkansas. Said point also being on the existing Northwesterly right-of-way of Huntleigh Court; thence continuing along said right-of-way C I S4742'26 W, 50.05 ft.; thence N44'54'13"W, 193.97 ft.; thence Northwesterly along the arc of a 547.96 ft. radius curve to the left, * ' having a chord bearing and distance of N48'45'547W 73 24 ft a� 5.0 rn `r arc of a 245.37 ft. radius curve to the right, having thence N52'35'08"W, 191.24 ft.; thence Northwesterly along the 51 a0r� V C NT I (VIA � g g � s a chord J ) I r\ rn Eswr 4 4 r' 38 "�SZsr" M I CD Cn 00 15' ESM I ^ O � 8 tom ad 120.07' ROW 23 135.25' _--__� N 0q�'95` II 9d� N LLJ Ln O o I a? 3! m00 Go �ro CIIJo �_` 45 1 ^ N N o m? oN N82°31'15"E o M I w " 5.70' o -,,. -- �� r� 15, _I G LINE 10 8.r 0O 137.34' o _ J z ST P ORT Orn o 0 1 I �I oo N82'31,15 E 172.7ro 2' o co 36 m 12 Me -LOOP 0) 15' ESMT 'd: u � CN r S82°31'15 N 9r"J 11 esh o 129.58 121.38' N 91 y�e 13 R25.00' n L15' ESMT p CDS39°17'31"W LC34.25 42 ( 15, Est�T Cn l �- �' Lr z 1 35 , R195.37' SD CDS28°16'12"E 1 w 40 LC 161.00' 14 ao 0 N Tn L. N 0 Cn N CD Q6 N R245.37' CD936°38'18"W LC 134.94' y SS2. �� 19 - i bearing and distance of N3638'18"W, 134.94 ft.; thence S69'15'23"W, 131.77 ft.; thence N11'28'48"W, 76.72 ft. to the West line of the SE1/4, SE1/4, said Section 30; thence N0717'55"E along the West line of said SE1/4, SE1/4, 308.61 ft. to the point of beginning, containing 2.8587 acres more or less. And 0 _50 Scale 1 = 50 ft 15 R597.96' CDS48'45'54" E LC79.93' 40 J 6' J ,T 64 , Jo STATE PLANE 3 161780.890 COORDINATES 1182296.430 38 �d 4 161566,842 1182287.838 5 161562.855 1182386.568 1 6 6 56,.34s 82481.972 272 uwn� R547.96' 8 9 161562.862 16105.019 1182590.922 118253.922 C DN48'45'54"W 37 o S,r � 10 161402.920 1182592.539 LC73.24 11 161353.346 1182599.048 12 161336 470 1182470 570 13 161309A72 1182448.880 sir• 14 161 168.175 1182525.134 4yt Sys F- 15 161051.982 1182677.029�� 16 160999.296 1182737.137 9� 17 160860.279 1182875.688 18 160826.600 1182838.665 19 160705.892 1182884,467 20 160546.124 1182879.691 21 160546.232 1182876.233 22 160514,112 1182788.317 23 160497.558 1182769.864 24 160459.784 1182770.511 25 160425.513 1182811.450 26 160427.861 1182715.079 27 160472.780 1182661.419 28 160537.142 1182597.285 29 160550.747 1182585.979 30 160589.096 1182632.123 31 160575.491 1182643.430 32 160524.919 1182692.764 33 160525.126 1182725.923 34 160551,196 1182754.983 35 160574.170 1182787.262 150 Part of the SE1/4, SE1/4, Section 30, T-2-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Commencing at the stone at the NW corner of the SE1/4, SE1/4, said Section 30; thence SCL717'55'W along the West line of said SEI/4, SE1/4, 1342.08 ft. to the SW corner of said SE1/4, SE1/4; thence S88'32'28"E along the South line of said SE1/4, SE1/4 and the North line of Pleasant Heights, an Addition to the City of Little Rock, Arkansas, 472.62 ft. to the East corner of Tract A, said Addition and the Southwesterly right-of-way of Beckingham Drive to the point of beginning; thence N50'04'02" W, 69.98 ft.; thence Northwesterly along the arc of a 507.46 ft. radius curve to the right, having a chord bearing and distance of N44'53'53"W, 90.86 ft.; thence N39'43'43"W, 17.69 ft.; thence N50'16'16"E, 60.0 ft.; thence S39'43'43"E, 17.69 ft.; thence Southeasterly along the arc of a 447.46 ft, radius curve to the left, having a chord bearing and distance of S44'17'24"E, 70.65 ft.; thence Southeasterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of N89'38'35'E, 33.16 ft,; thence N48'06'16"E, 39.04 ft.; thence Northeasterly along the arc of a 175.78 ft. radius curve to the right, having a chord bearing and distance of N54'33'30"E, 39.62 ft.; thence N1539'34"W, 88.36 ft.; thence N68'55'43"E, 129.73 ft. to the West right-of- way of Huntleigh Court and the West line of Westport, Phase I, an Addition to the City of Little Rock, Arkansas; thence S01'42'44"W along the West right-of-way of Huntleigh Court, 159.84 ft. to the. South right-of-way line of Huntleigh Drive; thence N8912'46"W, 3.46 ft.; thence Southwesterly along the arc of a 125.78 ft. radius curve to the left, having a chord bearing and distance of S69'55'51"W, 93.6 ft.; thence S48'06'16"W, 24.79 ft,; thence Southeasterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of S00'58'53"E, 37.78 ft.; thence S50'04'02"E, 53.39 ft. to the South line of said SE1/4, SE1/4 and the Northwest corner of Lot 6, Pleasant Height Addition to the City of Little Rock, Arkansas; thence N8832'28"W along said South line and the existing Northwesterly right-of-way of Beckingham Drive 96.44 ft. to the point of beginning, containing 0.7374 acres more or less. Lot 7, Westport Phase I GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS (1/2" Steel Rod). 2. ALL EASEMENTS SHOWN- ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. DISTANCES SHOWN ALONG CURVES ARE CHORDS DISTANCES. 4. ERROR OF CLOSURE: LOTS 35-38 & 44.45 1:528559 ERROR OF CLOSURE: LOT 26 1:21195 5. RADII AT INTERSECTION OF STREET RIGHTS OF *At ARE 25' - 6. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT TO POINTS ON A CURVE. 7, BEARING DATUM IS STATE PLAIN DATUM. ADJACENT TO NORTH IS ALSO STATE PLAIN DATUM, CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN 36 160659.250 1182763,412 R25.00' 37 160963.988 1182701.738 C D N 89' 38' 35" E COMPLETED, THIS DOCUMENT IS HEREBY 38 161012.264 1182646.661 „ ACCEPTED. THIS CERTIFICATE 15 HEREBY 40 161236.735 1182494.766 14.239 LC33.16 4'519 I RULESEXECUTED ANDUREEGULATONS.THE THORITY OF SAID CDN54'33'30"g �jnp�59�'J 41 42 43 161265.249 161265.249 160439.893 118227 .7 2 1182275.742 1182242.612 R447.46' CDS44°17'24'E LC39.62' 12 / 3g (f_ o r - SW CORNER SE 1/4 SE 1/4 SEC 30, T-2-N, R-13-W CERTIFICATE OF SURVEYING ACCURACY I, JOE D WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. Y DATE OF EXECUTION J E D. WHITE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS 7.5 ESMT LC70.65' �5 ESMT DATE OF EXECUTION LITTLE ROCK PLANNING S39°43'43" E 2 \ 26 a COMMISSION 17.69' �LO 6'- N50° 16' 16" E �` 15CERTIFICATE OF OWNER O ��+ , ` 60.00' 30 g3.2D' N00 WE, THE UNDERSIGNED, OWNERS OF THE REAL N39'43'43"W 31 34 35 j 6 0 4 4 ' o `n HEREBY CERTIFY THATWEWE HIAVE LAID ED HEREIN, DO DO 17.69 a'0 rod g1 • R 1 5 0 . 7 8 ' cn PLATTED, AND SUBDIVIDED, AND DO HEREBY 29 33 ��, a 5 20 � /' O O p LAY OFF, PLAT, AND SUBDIVIDE SAID REAL as 6'. 32 p��� n, ESTATE IN ACCORDANCE WITH THIS PLAT. N39°43'43"W - ' _� s �' �.� ' ���� D��o�o� 21 �- _ : _ ; _„. A. 5,l2osen'4n�fis5ocref����M 17.69' J r ,> C� �� �a° 22 `\ 3.46' R507.46' �C'�/ r? J r J =�� ���'� S48°06'16"W R125.78' DATE OF EXECUTION R• 5• ��1 CDN44°53'53"W ��' 9? c" �06° 23 24.79' CDS69°55'51"W I LC90.86' r�0y� ek Lc93.6a' � D.R. PAGE N50°04'02"W 27 �i' p R25.00 !- ADDIDESS 69.98' 0 ss0O , 24 CDS00'58'53" E Air LC37.78' INSTRUMENT N0. - S88°32'28"E F'os S50°04'02"E 472.62' - - -- --------_- 9�, 53,39' p 1 NE\GHSS N88°32'28"W Lots } 96.44' PLEASANiff AAA T HEIGHTS N ' L L �ppON 25 - 26 P.O.B. ADDN As Signed BY: CERTIFICATE OF ENGINEERING ACCURACY �sR.��� DATE: A'll'��.J`AIN� MIAT OF L01AS� 35 36,37038y 44 �C 45 I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A 1RRl1la[ii D , G PLAN MADE BY ME, AND THAT THE'tiil�E4wypAAO. y ENGINEERING REQUIREMENTS OF THE LITTLE ` � ENG I R>! R 1 ROCK SUBDIVISION RULES AND REGULATIONS v`15033��i� G il, �' n �a HAVE BEEN COMPLIED WITH. a /JJ D 3 / � �.�... r DATE OF EXECUTION TIMOTHY E. DATERS An Addition to th o City of Little Rock, Arkansas REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS �j CERTIFICATE OF RECORDING Located In Par t of the �.�Y j 114Y SE 0, Section 30 THIS DOCUMENT, NUMBER FILED FOR T -2-1 ►, 1 4 -13- R ����,{asjjrl l o un ty, Arkansas RECORD , 19 IN PLAT BOOK. PAGE 966; ;V'Li O° N- !Jn 4n- 1A7077