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Home My WebLink AboutS-0024-BA Map 1N 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 T 0 0 5 S87°41' 15" E 98.81' 38co I� ` CD u I I 120.07' : LLJ e��5 �i of 37 _� N z � b<Js Zo 36 � �oyI1 M1• ESY ca ^1 , I, This Proje4 0 N88' 32' 39" E 50,Rod.us 110.60' "79 g E - y/ I `nor VIC NTY MAP h j 00, 0 , T JSr575B ESMf I C•V o 138.44' S' ESM 24' S ` 8 OW 19, 1 4 5 I °° L a�on N82'31'15"E �' Cn � 5.70' 9.I W 15' BLDG .SINE �- *I � �_0 t 37.34' Ln 0 s� o 12CP LOOP F S82°31'15'W 11 129.58' 13 R25.00' L15' ESMT p CDS39'17'31"W C 2 LC34.25' 15 ESMT cn '� 35 J a CP a' I W 40 P 569\� 9 L(o ram. N O "- GO SW CORNER SE 1/4 SE 1/4 SEC 30, T-2-N, R-13-W R245.37' CDN36°38'311"W LC 134.95' STATE PLANE COORDINATES 1 161228.170 1185591,240 2 161756.490 1182860.763 3 161780,888 1182296.430 61566.840 11 _287.838 5 161562.853 11823$6567 6 161581,175 1182483.552 7 161583.985 1182594.116 8 161501.203 1182590.754 9 161395.404 1182586.604 10 161396,146 1182592.255 11 161346.572 1182598.763 12 161329.705 1182470.286 13 161301 198 1182448.596 14 161161,401 1182524.850 15 161045,214 1182676.737 16 160992.528 1182736.845 17 160853.511 1182875.395 18 160819.832 1182838.373 19 160183,483 118286195 20 160023.714 1182858.689 21 160023.822 1182855.230 22 159991.703 1182767.314 23 159975.149 1182748,861 24 159937.374 1182749.508 25 159903.104 1182790.447 26 159905.451 1182694,076 27 159950.370 1182640.416 28 160014.732 1182576,282 29 160028.337 1182564,976 30 160066.687 1182611.120 31 160053.082 1182622.427 32 160002.509 1182671.761 33 160002.716 1182704.921 34 160028.786 1 182733.981 35 160051.761 1182766.259 36 160136.841 1182742.409 37 160957.220 1182701.446 38 161005.496 118-,646.369 39 161 12 L689 11 b2494.474 40 161229.970 1182413.934 41 161183.299 11B2290.706 42 161258.484 1182275.437 43 159917.484 118,221.609 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 JOE D. WHITE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS R 195,37' CDS28' 16' 12" E LC 161.00' 50 0 50 OO � Garret Glen Part of the SE1/4, SE1/4, Section 30, T-2-N, R-13-W, Pulaski N7 ✓ W PP ,6 h59, County, Arkansas, more particularly described as: Commencing at �'02'5% �� the stone at the NW corner of the SE1/4, SE1/4, said Section 30, 2781.12'thence S02'17'55"W along the West line of said SE1/4, 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 N79'18'09"E, 98.70 ft.; thence N88'32'39"E, 110.60 ft.; thence S02't9'34"W, 82.85 ft.; thence S02'14'47"W, 105.88 ft.; thence N8<31'15'E, 5.70 ft., thence S0728'45E, 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 orc of a 195.37 ft. curve to the left, having a chord bearing and distance of S28' 16' 12" E, 161.00 ft., thence S5735'08" E, 191.24 ft.; thence Southeasterly along the arc of a 597.96 ft. radius curve to the right, having a chord baring and distance of S4945'54"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 North right-of-way of 3 Huntleigh Court; thence continuing along said right-of-way S47'42'26"W, 50.05 ft., thence N44'5,4'13"W, 193.97 ft.; thence Northwesterly along the arc of a 547.96 ft. radius to the left, having a chord baring and distance of N48745'54"W, 73.24 ft.; N I 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 N36'38'31"W, 134.95 ft., thence S69'I5'23'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 N0'17'55"E along the West line of said SE1/4, SE1/4, 30861 ft, I to the point of beginning, containing 2.9032 acres more or less. i And So I I 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 of the NW corner of the SE1/4, SE1/4, said Section 30; thence S02'17'55"W along the West line of said SE1/4, SE1/4, "?i-tc Ife 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, an Addition to the City of Little i Rock, Arkansas, 472.62 ft. to the East corner of Tract A, said Addition and the Southwesterly right-of-way of Beckinghom Road to the point of beginning; thence N5(704'02"W, 69.98 ft.; thence I 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 I . Pti ft.; thence N3943'43"W, 17.69 ft., thence N50'16'16"E, 60.0 ao� 6 ft., thence S3943'43"E, 17.69 ft,; thence Southeasterly along tradius g a chord 9's e ��1ti baring and distanceof S4417'24"E, 70.65 ft.; thence CCC Southeasterly along the arc of a 25 ft. radius curve to the left. having a chord bearing and distance of N8938'35"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 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 N88712'46"W, 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 S48'01516'W, 24,79 ft.; thence th f 25 ft d t th 1 ft „ (1 utheoster y a ong e arc a s . ra lus curve o e e 1 Scale = JV ft having a chord bearing and distance of S0958'53"E, 37.78 ft., thence S50'04'02" E, 5339 ft. to the South line of said SE 1 /4, 14 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 North right-of-way of Beckngham Drive \ 96,44 ft. to the point of beginning, containing 0.7374 acres more or less. SSA yIJ�T �� 2s, �F 039 e1c C tis`�s C rT CL5 R597.96' GENERAL NOTES. 19% O8� CDS48'45 54 E 1 IRON PINS WERE SET AT ALL LC79.93 LOT CORNERS (1/2" Steel Rod) 40 �6' 2 ARE TO BEALLENTS USED�FORNDRAINAGE l , 5 AND/OR UTILITIES. . 3. DISTANCES SHOWN ALONG CURVES ARE 3838 19, r 4 T (16 CHORDS DISTANCES, ' ' `t a \ 4. ERROR OF CLOSURE; 1 F f / 40,258 FT �pJ jep 5. RADII AT INTERSECTION OF STREET 12 RIGHTS OF WAY ARE 25' G / b. LOTS WITH ROONDED CORNERS ARE CDN48'45'S4"W SQ MEASURED TO A. POINT OF INTERSECTION OF LOT LINES AND NOT TO POINTS ON A LC73.24' 37�9 S� / CURVE. 7� '. BEARING DATUM IS STATE PLAIN DATUM. ADJACENT TO NORTH IS ALSO STATE PLAIN AA, �•Afyfa'u`lt.�lT�Q.EI� DATUM 17 tITTl.E ROCK to-25-qs 'IUNI C I L 1' rt R� R 1- 7, Westport Phase I o PLANS APPROVED <; EASEMENT APPROVED LNft EASEMENTREI2UIRE 'w �m t 7: r WI/Wa.ra _ . I DATE \\ NO ADDITIONAL EASEMENTS REQUIRED I� ADDITIONAL TASEMENTS ARE REQUIRED AS SIfOW CERTIFICATE OF FINAL APPROVAL R 172.53' BY / d C DS20° 45' 41 " E DATE; PURSUANT TO THE LITTLE ROCK SUBDIVISION LC129,09' RULES AND REGULATIONS, AND ALL OF THE ARKLA CONDITIONS OF APPROVAL HAVING BEEN R25.00' EASEMENT APPROVED L/ COMPLETED, THIS DOCUMENT IS HEREBY CDN89438'35"E - EASEMENT R s ACCEPTED. THIS CERTIFICATE IS HEREBY 4-5LC33.16' R175.784-5E ( 19) DATE !v q� QUIREEXECUTED UNDER THE AUTHORITY OF SAID CDN54'33'30"E N r0$� I3 ;, �� RULES AND REGULATIONS. R447.48' LC.39.62' �2°� g ft�' i e ``- a✓ CDS44'17'24'E 36 Co Easement ,approved__ �/ U LC70.65' DATE OF EXECUTION LITTLE ROCK PLANNING 5' ESMT Co casement (Required COMMISSION S39'43'43"E Z \ 11� 6 �2 Date-- 17.69' e� By �✓ �' CERTIFICATE OF OWNER 60.00, 30) f o g3.20' _ - N WE, THE UNDERSIGNED, OWNERS OF THE REAL 3 34 35 4 4 P� ESTATE, SHOWN AND DESCRIBED HEREIN, DO o j 6 0 o HEREBY CERTIFY THAT WE HAVE LAID OFF, 29 �� R i 50 78 ' DO PLATTED, AND SUBDIVIDED, AND DO HEREBY O33°DLO A 1 a 5 LAY OFF, PLAT, AND SUBDIVIDE SAID REAL d s, 32 pcb p�� a - - ------ ESTATE IN ACCORDANCE WITH THIS PLAT. N39'43'43"W 2f R507.46' CDN44'53'53"W LC90.86' N50'04'02" W 69.98' a �- 21) N68* I2'46"W .A S4806'16W 3 -- R125.78' ,S 3 24 79' CDS69°55 .�1„ W 27 9�O R25.00' LC93.60' CDS00'58'53" E 24 1C37 78' O S50`04'02"E 53.39' SR�Z F �E\Gk135 / N88'32'28° W LOT 6 -- - _ `\ 96.44' PLEASANT 26�P.O.BHEIGHTS . ADDN � CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL 00 , ENGINEER NO. 5033, Al CERTIFICATE OF RECORDING 6 �tR .31 THIS DOCUMENT, NUMBER _ ,FILED FOR RECORD , 19 IN PLAT BOOK PAGE . S88`32'28" E 47 - DATE OF EXECUTION D.R. PAGE ADDRESS INSTRUMENT NO. -... PLAT OF LOTS 26,35,36,37,38,44 & 45 Garre--- t t G1 �n An Addition to the City of Little Rock, Arkansas Located in Part of the SE 1/4, SE 1/4, Section 30 T-2-N, R-13-W, Pulaski County, Arkansas 9651 d7 8£ Zi 01 100 a111 iVldNV3�\Nf,