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Home My WebLink AboutS-0024-BA Map 5POINT OF COMMENCMENT FOUND STONE NW CORNER, SE 1/4 SE 1/4 SEC 30, T-2-N, R-13-W PAGIS MONT NO.2061-0131 N 161780.89 E 1182296.43 Legal Description t 0 6 a Ln CV CV CV CN CD cn W 160 This Project - 30 31 29 geham o 0 D{Iva 32 `o_ � dr. Hinson Rd. P.O.B. 4 PAGIS MON . R°o°s 6 N02061-0130 S87'41'15"E a 50 S8T41'29"E 4 98.81' N87_18'13"_E 111.39, 4 C NTY MAP 95.51 LC) o Q I 14J'S ESMT /,// /,// N U ?51, T T I O I 1n ro 15' ESMT O o d�� I `� � I � 8 o a 120.07' A ROW50' 23 135.25' CN � I 0�LJJ y9�, IILO CD 37 I�w M oN N82'31'15'E45 CN CDCn 5.70' LO - -- -- - -- °a° 15' B_ LDG LINE i � 10 137.34' o ��y94 z -1; 6.0'I-- W EsT 0 RT O M O �C_r N8231'15'E 172.72 0 36 �� S �o LOP r 0) �- 15, ESMT m N o 15 W N F S831 229.58, 11 121.38' R25.00' n L15' ESMT p O CDS39'17'31'W 1 C."LC34.25 42 LZ '.. 35 � �a _ R195.37' z 1 CDS28'16'12"E 1 1.161.00' 60 CD cal Ln L. CAI 0 V) C'0' T 10 14 41 R245.37' CDN'36'38' 18" W LC 134.94' 39 4152-3 �F/C J9� ApBF 08.E ti 00, ��/ N 91 00 STATE PLANE COORDINATES 3 161780.890 1182296.430 4 161566.842 1182287.838 5 161562.855 1182386.568 F '61567.349 '182481.972 7 161562.862 1182593.272 8 161505.019 1182590.922 9 161402.178 1182586,888 10 161402.920 1182592.539 11 161353.346 1182599.048 12 161336.479 1182470.570 13 161309-972 1182448.880 14 161168.175 1182525.134 15 161051,982 1182677,029 16 160999.296 1182737.137 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 36 160659.250 1182763.412 37 160963.988 1182701.738 38 161012.264 1182646.661 39 161128.457 1182494.766 40 161236.735 1182414.239 41 161190.064 1182291.011 42 161265.249 1182275,742 43 160439.893 1182242.612 r«4i.y6' CDN48'45'54" W LC73.24' R25.00' CDN89'38'35"E LC33.16' R447.46' CDS44' 17'24" E \ LC70.65' S39'43'43" E 17.69' N50'16'16"E 60.00' N39'43'43'W 17.69' 29 N39'43'43"W 4% f 7 M' ya R507.46' CDN44°53'53"W LC90.86' N50'04'02"W 413 69.98' S88 32 28 11 E 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. / /,95 DATE OF EXECUTION 4ED WHITE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS N Scale 1" = 50 ft R597.96' CDS48'45'54" E LC79.93' 16 S '9'S , '�AF 2781.12 Garret Glen ti�61 �1 Part of the 4 Section _ R QPG\ 61a5�°1�N Arkansas, more particularly de/4, g at County, scribed ib d as;Commencing 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, SE1/4, 214.22 ft. to the point of beginning; thence S8741'15"E, 98.81 ft.; thence Northeasterly along the arc of a 50 ft. radius curve to the right, having a chord bearing and distance of N8718'13"E, 95.51 ft.; thence S8741'29"E, 111.39 ft.; thence S0719'34"W, 57.89 ft.; thence S02'14'47"W, 102.92 ft.; thence N8731'15"E, 5.70 ft.; thence S0728'45"E, 50.00 ft.; thence S82'31'15"W, 129.58 ft.; thence Southwesterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of S39'17'31"W, 34.25 ft.; thence Southwesterly along the arc of a 195.37 ft. radius curve to the left, having a chord bearing and distance of S28'16'120E, 161.00 ft.; thence S52'35'09"E, 191.24 ft.; thence Southeasterly along the arc of a 597.96 ft. radius curve to the right, having a chord bearing and distance of S48'45'54"E, 79,93 ft.; thence S44'54'13"E, 196.27 ft to the Southwest corner of Lot 7, Westport Phase I, on 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 S47'42'26 W, 50.05 ft.; thence N44'54'13"W, 193.97 ft.; thence Northwesterly along the arc of a 54T96 ft. radius curve to the left, having a chard bearing and distance of N48'45'54"W, 73,24 ft.; thence N5735'08"W, 191.24 ft.; thence Northwesterly along the arc of a 245.37 ft. radius curve to the right, having a chord 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 N0717'55E 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 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 SEt/4, SE1/4, said Section 30; thence S02' i 7'55"W along the West line of said S` 1 /4, SE1 i 4, 1342.08 ft. to the SW corner of said SE1/4, SE1/4; thence S88732'28"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 N5(704'02"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 Lp61N6 GAS $p5 1`L the arc of a 447.46 ft. radius curve to the left, having a chord S44'17'24"E, 70.65 ft.; thence QP �6G yg5�' $ bearing and distance of the left, Southeasterly along the arc of a 25 ft. radius curve to having a chord bearing and distance of N8T38'35'E, 33.16 ft.; thence N4906'16"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 N5433'30"E, 39.62 ft.; thence N15'39'34"W, 88.36 ft.; thence N6855'43"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 N88'12'4W, 0 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 S48706'16"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 30(758'53"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 N8932'28"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. 17 I \ \/ Lot 7, Westport Phase I 18 I M54'33 30"E LC39.62' J m �- 5' ESMT 26 �Cq 2 1 30 g3.20' i ;r°n 31 34 35 j6O 44' v- o, 33 sO��9115" R150. l78' 20 a� 6 , • D� -hd �0� -�. 211 \ NI Q R• 1 �' 4 6"'N 22 3,46' 4/ S48'06'164 R125.78' �',y 6 23 24.79' CDS69'55'5.1"W h� LC93.60' 27 `O�O�ss R25.00' ao 24 CDS00'58'53" E ' LC37.78' /G ��el, S50'04'02 E _ 592, 53.39' �P 0101 N88432'28"W LOT 6 ----- 9 6.44' PLEASANT ea�0ta P.O.B. 25 HEIGHTS 26 ADDN CERTIFICATE OF ENGINEERING ACCURACY SI � Tf 07. _' 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 CF WzkY 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 COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION 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. X.s./Aosan andAsSociafcs,�M. 0 DATE OF EXECUTION R 5+ �11 D. R. PAGE' -- a ADDRESS INSTRUMENT NO. - r , r u 6Y: DATE; r//_7A2 A ` ' PLAT OF LOTS 26,35,36,37,38,44 & 45 I, TIMOTHY E. DATERS, HEREBY CERTIFY � THAT THIS PLAT CORRECTLY REPRESENTS A 9I 'RE�;;4TEBED PLAN MADE BY ME, AND THAT THE pR! FENSIONAL ENGINEERING REQUIREMENTS OF THE LITTLE EN6INEER rZ ROCK SUBDIVISION RULES AND REGULATIONS�f * w crar� G I� %(J��IHAVE BEEN COMPLIED WITH. ��`"5033 ��a�f Garr .�.//./ .�Lf .�� 1a 3i � DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK - PAGE . „ An Addition to the City of Little Rock, Arkansas Located in Part of the SE 114, SE 1/4, Section 30 T-2-N, R-13- W, Pulaski County, Arkansas 5661 i 6 Lr, Ot tE 1n0 and 1'V 1dNV3