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Home My WebLink AboutS-0024-BA-1 Map 2N 161780.89 E 1182296.43 Legal Description POINT 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 T 0 P.O.B. PAGIS MON'f\ NO.2061-013C O I'3� 564.86' This Proje O S87°41 ,29n E 50,RpdWs 6 S87°41'15"E 7 98.81' `. 1\18718'13"E 111.39' O V C OY MAP 95.51 m•• o � 3 r ESMT 4 4 I N o l I gJ525j" CD ro � N 15, ESMTTJ00 ^ 8 120.07' ROW v 3 135.25' N O Lf'n I 0$�9 II� N � Ln o T co 0 4 5 c6 N� �� N mz 1 W oN CD N82°31'1TE oN I N �' 5.70' z I5d LLJ 9'j 9 - -raoi r 15' B_ LDG UNE_� 137.34' Ln o _ J $59h z---116.0'� W EST P O RT 9 C)O 172.72' oo .P- o I �cn N8731'15"E - cr m I� 36 m N ° 12 �� LOOP 7" 0) F-15' ESMT `t n a�h� 9ro I o S8 Z29 G 121.38' s L L 15' ESMT � � r �j � l y 50 CD 41 N �t- Ln Ln , r` N 0 LO N 0 rp N 00 43 SW CORNER SE 1/4 SE 1/4 SEC 30, T-2-N, R-13-W 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 35 R245.37' CDM36°38' 18'W LC 134.94' g1�R� 13 R25.00' CDS39'17'31"W Ln LC34.25' R 195.37' CDS28° 16' 12" E LC 161.00' 6/1 SS 39 ��S• FiG,y c�(�,QT TA?E PLANE COORDINATES 38 3 161780.890 1182296.430 t 161566.842 1182287.838 5 161562.855 1182386.568 7 161562.862 1182593.272 R547.96' 3 161505.019 1162590.922 CDN48045'54" W 3 161402.178 1182586.888 LC73.24' 161402.920 1182592.539 1 161353.346 1182599.048 2 161336.479 1182470.570 3 161309.972 1182448.880 4 161168.175 1182525.134 5 161051.982 1182677.029 160999.296 1182737.137- 7 160860.279 1182875.688 3 160826.600 1182838.665 3 160705.892 1182884.467 7 160546.124 1182879.691 1 160546.232 1182876.233 2 160514.112 1182788.317 3 160497.558 1182769.864 4 160459.784 1182770.511 5 160425.513 1182811.450 5 160427.861 1182715.079 7 160472.780 1182661.419 3 160537.142 1182597.285 6 160550.747 1182585.979 160589.096 1182632.123 1 160575.491 1182643.430 2 160524.919 1182692764 3 160525.126 1182725.923 4 160551.196 1182754.983 5 160574.170 1182787.262 6 160659.250 1182763.412 R25.00' 7 160963.988 1182701.738 C D N89° 38' 35" E 50 50 Garret Glen SE1/4, SectionPulaskiat N� County, Arkansals particularly described as: Commencing Comme ng ?7g�12 W the stone at the NW corner of the SE1/4, SE1/4, said Section 30; thence SOZ'17'55'W along the West line of said SEt/4, SE1/4, 214.22 ft. to the point of beginning; thence S87*41'15"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 N87*18'13"E, 95.51 ft.; thence S8741'29"E, 111.39 ft.; thence 50719'34"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 I curve to the left, having a chord bearing and distance of i 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 I of S28'16'120E, 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 S48'45'54°E, I 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 3 of Huntleigh Court.; thence continuing along said right-of-way 54T42'26'W, 50.05 f#.; thence N4454'13"W, 193.97 ft.; thence N � Northwesterly along the arc of a 547.96 ft. radius curve to the left, NN v having a chord bearing and distance of N4945'54"W, 73.24 ft.; N � thence N52'35'08"W, 191.24 ft.; thence Northwesterly along the I 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 S69'15'237W, 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 01 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; i -'- - - thence S02'17'55"W along the West Tine of said SE1/4, SE1/'4, 1342.08 ft. to the SW comer of said SE1/4, SEt/4; thence 58932'28"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 01 ft.; thence N39'43'43"W, 17.69 ft.; thence N5(716'16°E, 60.0 ,1,p61N6 ft.; thence S3943'43"E, 17.69 ft.; thence Southeasterly along I the arc of a 447.46 ft. radius curve to the left, having a chord QpG16�0�5�, 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"f, 33.16 f#.; 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 N54'33'30"E, 39.62 ft.; thence N15'39'347W, 88.36 ft.; thence N88'55'43"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 N8912'46W, 150 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 S4906'16"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 S5(704'02"E, 53.39 ft. to the South line of said SE1/4, SE1/4 and the Northwest comer of Lot 6, Pleasant Height Addition to the City of Little Rock, Arkansas; thence N8632'28"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. 0 _ 50 Scale 1" = 50 ft R597.96' CDS48'45'54" E LC79.93' 016 6 161012.264 1182646.661 „ 1 161190.064 1182414.239 is22si.o 9 LC33.16 CDN54R3330°E 2 161265.249 1182275.742 R447.46 LC39.62 3 160439:893 1182242.612 CDS44° 17'24" E � 36 / 7 s ESMT LC70.65' S39°43'43" E 17.69' 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. DATE OF EXECUTION J E D. WHITE REGISTERED LAND SURVEYOR N0. 534, ARKANSAS N50°16'16"E � 60.00' N39'43'43" W 17.69' 29 17.69, R507.46' ---- CDN44°53'53"W LC90.86' N50'04'02"W 69.98' 472.62' Lot 7, Westport Phase I / m el- 5' ESMT � 6 � "m 2 \ o I d5y� C1' W � ,� 34`t � 31 r-- 160.44' o vo 33 °�R150.78' O�� ,C rA '��> 122 3.46' I 1 jC� , 's , ��8 g6 16 W CDS69°85'51"W I 27 4� R25.00' LC93.60' ss°o CDS00°58'53" E � ''Qo�p. LC37.78' F'os -- S50'04'02"E 9�• 53.39' N88432'28W LOT s --- 9 6.44' PLEASANT e�aN 25 HEIGHTS P.O.B. 2 6 ADDN 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 RtG675. OF WAY ARE 25' 6. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND N07 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. R.5.�2o ss rt'4n� iis5ocietc��•�M DATE OF EXECUTION � R• 5� �v�S�=tI D.R. �- PAGE ----=- ADDRESS INSTRUMENT N0. -- 1 FINA s' As Sf CERTIFICATE OF ENGINEERING ACCURACY •, ��M DATE: / I, TIMOTHY E. DATERS, HEREBY CERTIFY � AQercD � PLAT OF LOT, �6 �� 6 37,�8 44 & 45 THAT THIS PLAT CORRECTLY REPRESENTS A RF6,' 'T�'F°' ° PLAN MADE BY ME, AND THAT THE IpRoyFSsIONAL � i ' ' , ENGINEERING REQUIREMENTS OF THE LITTLE ENGiNEEK ! ROCK SUBDIVISION RULES AND REGULATIONS ��i +< • * �Gj rr ��n ��HAVE BEEN COMPLIED WITH.��?5033�t� a zH��Q�10 ZOO / S C DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL Tr - ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK_. r PAGE , An Addition to the City of Little Rock; Arkansas Located In Part of the SE 1/4, SE 1/4, Section 30 l'®2-N, R-13- W, Pulaski Co ern ty, Arkansas S66T 1t