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Home My WebLink AboutS-0024-BA-1 Map 4POINT 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 O Ln N CV [V N V N 161780,89 E 1182296.43 564.86 This Project Huntleigh dr. 30 FE Hinson Rd. Beckenham 31 Qrwe 32 P.O.B. 5 PAGIS S8 MON . O �,Rodws 6 7°41'15' E 01I O S87°41'29"E NO. 2061- N 7 98.8 1' �_ -87• 18' 13" E 111.39' O n 95.51' CY)0 V NTY MAP // // � � � � ESMT � � En 38 Il �'�S2's�• I o 15ESMT O �° ' o�� I � � 8 CD 10 120.07' A 50 23' 135.25' N ROW 90. Ln o 37 °° I- N Q I mz 45 1 moo N82°31'15"E o M z I V) w 5.70' j W i 5' BLf DG i 3� S e.>> O° 137-34' 0 - ---h9h--1;6.D'I~ WESTPORT 9 P 0 O I N8731'15'E 172.72' CD� II� 36 mJ °I 12 0o LOOP 0) F--15' ESMT N S8 h� r I r 9°29 58' W 11 121,38' g1�N� 13 R25.00' r' L15• ESMT p CDS39917'31"W LC34.25 42 15 ESM1 `n J 35 J A R195.37' CP z 1 0, CDS28°16'121'E 50 40 LC161.00' Cbq 19 14 41 ' R245.37' CDN`36°38'18"W y� SS�� LC 134.94' 39 �s`�`�S T�Fjc ,9� Q��F �9 coO ono ,9J Q rY STATE PLANE COORDINATES 3 161780.890 1182296.430 4 161566.842 1182287.838 5 161562.855 1182386.568 6 161567.349 1182481,972 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 1607D5.892 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 1182661A19 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 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. �' -3 Y DATE OF EXECUTION J E D. WHITE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS 40> 6 r� 6 �f -R547:96' CDN48.45'54" W LC73.24' R25'00' CDN89'3835"E \ LC33.16' R447.46' CDS44°17'24'E \ LC70.65' S39'43'43" E 17.69' N50016' 16" E 60.00' N3W43'43"W 17.69' �- 29 N39043'43"W R507.46' --------- CDN44°53'5311W LC90.86' N5904'0211W 69.98' S88°32'28"E Legal Description Garret Glen `LOb,1'1 Part of the SE1/4, SE1/4, Section 30, T-2-N, R-13-W, Pulaski N79. 1 ch County, Arkansas, more particularly described as: Commencing at 27W the stone at the NW comer 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 S87'41'29"E, 111.39 ft.; thence S0719'347W, 57.89 ft.; thence SO714'47"W, 102.92 ft.; thence N8731'15"E, 5.70 ft.; thence S0728'45"E, 50.00 ft.; thence S8731'15"W, J 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 I195.37 ft. radius curve to the left, having a chord bearing and distance of S2916'12"E, 161.00 ft.; thence S52'35'08"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 S4845'54"E, 79.93 ft.; thence S44'54'13"E, 196.27 ft. to the Southwest corner 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 0 3 I of Huntleigh Court; thence continuing along said right-of-way S4742'26 W, 50.05 ft.; thence N44'54'13"W, 193.97 ft.; thence a rn Northwesterly along the arc of a 547.96 ft. radius curve to the left, CDhaving a chord bearing and distance of N48'45'54"W, 73.24 ft.; CD thence N52'35'08"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 Nt l'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 50 Scale 1" = 50 ft R597.96' CDS48°45'54" E LC79.93' 16 \17 Ee 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 S42'17'55"W along the West line of said SE1/4, SE'/4, 1342.08 ft. to the SW comer 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, on Addition to the City of Little Rock, Arkansas, 472.62 ft. to the East comer of Tract A, said Addition and the Southwesterly right-of-way of Beckingham Drive to the point of beginning; thence N5904'02"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 4-47,46 ft. radius curve to the left, having a chord bearing and distance of S4417'2eE, 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 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 N88'12'46"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 S0958'53"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 I CDN54°33 30" E N6a5913' 19 LC39.62' 12 36 7.5' ESMT on �5 ESMT 26 on I m crl 2 1 30 !tin g3.2 N 00 O.. - OZf a 31 34 35 j60 44 CD 33 �� a 9� R150.78 20 � O � � \ ^� \ 60 J �\�\ 0 5� 21 NI „ , F� �� Q'� ��•\�� 2Z 3.46' �51/?s, ' 9 "� � S48°06'16"W R125.78' �' o� 23 24.79' CDS69°55'51"W 27 yq�!/ �p� y�$ R25.00' LC93.60' Ssoa 24 CDSOO'58'53" E LC37.78' F'os S50'04'02" E 9? 53.39' �E1cs N88°32'28"W LOT 6 96.44' PLEASANT Po�N P.C.B. 25 HEIGHTS 26 ADDN CERTIFICATE OF ENGINEERING ACCURACY �/ S�T E G 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 WAY 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. a' DATE OF EXECUTION R• 5• RDgC►j D.R. PAGE " ADDRESS INSTRUMENT NO. A6 G418d BY: -- DATE: ARrl AS N I, TIMOTHY E. DATERS, HEREBY CERTIFY ,.. THAT THIS PLAT CORRECTLY REPRESENTS A `eP iR>F�a!+ , ip a. PLAT OF LOTS , 3 , 6, 37,, 38, 44 & 45 PLAN MADE BY ME, AND THAT THE v �1 0FFNe,l4)NA,t. ENGINEERING REQUIREMENTS OF THE LITTLE } it N61I Hit ROCK SUBDIVISION RULES AND REGULATIONS A.it • Y� / rr HAVE BEEN COMPLIED WITH.5033�c� t t 1 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 114, Section 30 T-2-N, R-13- W, Pulaski Co UD ty, Arkansas O 966; IT :L5:0; IE 100 and 1VIdNV3�\N.