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HomeMy WebLinkAboutS-1332-B Map 5LEGAL DESCRIPTION PAPi rHF FRACTIONAL SW1/4 SW1/4 AND PART OF THE SE1/4 SW1/4, SE( 9, Ni,2-R-? rY, P,;LASK. C.':J.Y, ,r.AN_ _, ,1,-,?c PA ST` a' THE ,.. , -;.EST CORNER Ga SA..: Sty, f ;31,4' j 1t 1HEI+CE S8I`4'59"E ALONG THE NORTH LINE OF SAID SE1/4 SW1/4, 220.98 FT. TO THE POINT OF BEGINNING; THENCE S89'54'59"E CONTINUING ALONG SAID NORTH LINE, 299.04 FT. TO THE NORTHWEST CORNER OF LOT 15, HICKORY CREEK, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S02'05'32"W ALONG THE WEST LINE OF SAID LOT 15 AND ALONG THE WEST LINE OF LOTS 16 THROUGH 25, SAID HICKORY CREEK, 1316.63 FT. TO THE SOUTHWEST CORNER OF SAID LOT 25, SAID CORNER LYING ON THE SOUTH LINE OF SAID SE1/4 SW1/4; THENCE N89'44'06"W ALONG SAID SOUTH LINE, 208.07 FT.; THENCE N8942'49"W CONTINUING ALONG SAID SOUTH LINE, 310.72 FT. TO THE SOUTHWEST CORNER OF SAID SE11/4 SW1/4; THENCE N89'00'42"W ALONG THE SOUTH LINE OF THE SAID FRACTIONAL SW1/4 SW1/4, 6.81 FT. TO THE SOUTHEAST CORNER OF LOT 72, CHARLESTON ­11IGHTS, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N25'49'16"W ALONG THE EAST LINE OF SAID LOT 72, 167.35 FT. TO THE NORTHEAST CORNER THEREOF, SAID CORNER LYING ON THE EAST RIGHT-OF- WAY LINE OF CHARLESTON LANE; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE THE FOLLOWING: (1) N75'20'15"E, 8.01 FT.; (2) NORTHEASTERLY ALONG THE ARC OF A 175.77 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N57-22'49"E, 108.39 FT.; (3) N39'25'227E, 236.08 FT.; (4) NORTHEASTERLY ALONG THE ARC OF A 175.77 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE r.; Ilgl l 50 0 `0 150 W.5 � Scale 1" = 50 ft --------- -- ;------------ 21 I 2 I Landscape, Wall Maint. & No Vehicular Esmt. I I I 2' 16- t 0' I I i i Wall Maint. EsmLI I I i i i I Utility Esmt. Varier I i i i I OF N20'48'58"E, 112.17 FT.; (5) N0712'3eE, 191.05 FT.; (6) I I NORTHWESTERLY ALONG THE ARC OF A 175.77 FT. RADIUS CURVE TO THE I Conc. Footing LEFT, A CHORD BEARING AND DISTANCE OF N2652'40"W, 171.02 FT. AND '' I • Easement location based on I (7) NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE I centerline of wall as constructed. RIGHT, A CHORD BEARING AND DISTANCE OF N18'49'48"W, 30.20 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF RAHLING ROAD; THENCE 8 L---------- Insert -- - - - - - - - - J NORTHEASTERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A CERTIFICATE OF ,),,"tr. WE. THE UNDERSIGNED. OWNERS CE THE ZEAL E S T A 7Er S!-`OiN AND HEPEO'r CER T F i THAT :,E HA,E L' C'' ANO LAY OFF, PLAT, AND 301viCE Sl,iD REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION George. Gleason II 126 Hickory Creek Circle Little Rock, AR 72223 Linda D. Gle son 126 Hickory Creek Circle Little Rock, AR 72223 D.R. PAGE - INSTRUMENT NO. 97-016381 & 98-041748 1472.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE b] S89'54'59" E CERTIFICATE OF SURVEYING ACCURACY OF N1T56'53"E, 19.52 FT.; THENCE N17*34'06"E CONTINUING ALONG S89'54'59"E Q f 299.04' SAID EAST RIGHT-OF-WAY LINE, 381.83 FT.; THENCE NORTHEASTERLY r Northwest corner 220.98' 70 45' _ _ 228.59' 15' Esmt. t5 N•••"••••••••N„ CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A b -- '49'- I PAUL M. WHITE HEREBY CERTIFY THAT THIS SE1/4 SW1/4 -- ----=--- - - - - ---- an H le ZSTE ""� 994.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE SECTION 19 �- - ~� - G PLAT CORRECTLY REPRESENTS A BOUNDARY OF N15'45'15"E, 62.99 FT. TO THE POINT OF BEGINNING, CONTAINING R994.93' _ m i /aSx r` TtOF�5 SURVEY MADE OR VERIFIED BY ME, ALL ns 11.9620 ACRES, MORE OR LESS. , a• .�' AS ? MONUMENTS REQUIRED ACTUALLY EXIST AND CDN15'45'15 E r *s• �o. I �' LC62.99' /r \ t26 ? ARE CORRECTLY SHOWN HEREON AND THAT ALL ® rN " % SURVEYING REQUIREMENTS OF THE LITTLE !vSIGNATUkE ROCK SUBDIVISION RULES AND REGULATIONS l r��� �af+a• N `°' I 15 ';,,, 9�L r1 en : ' ' y HAVE BEEN COMPLIED WITH. 88 Y 1 / 1 1S• fe �� J: ••''•• � 2-5N o...... DATE OF EXECUTION PAUL M. WHITE �4•r 1� �S� S3S1' \= 1 N REGISTERED LAND SURVEYOR / r o• 9dN0. 1281, ARKANSAS oo \ 1 15' ARKANSAS STATE PLANE COORDINATE (NORTH) `�\ 76/I rs / sa 00- q TO fsmf. �! 10' Esmt. C4 I I 1 N 167149.35 _ E 1180325.70 OQ 4� 107. r� ` I 2 N 167148.91 E 1180325.70 �� 4. o y , `_ 1� 3 N 165833.16 E 1180277.63 �y m 4� ��' o SEE NOTE 1 8 /y7 9aa0 4 - --NT N 165834.12 E 118006157 / p 127.28' 6 N 165835.80 E 1179752.04 lC� M ��a`e'RokoRp p ti °I y1 7. '`S` a}T � _ N 165986.44 E 1179679.14 r/ , s7 RefBr ?�o. •ti r 7 -- q woy, ojN o 1 O) a 9 9 N 166046.88 E 1179778.20 �)� _(" r25'S4`E �9 Q &;p of�ly� ,;!A I 16 '�I qi�s� �i nn��pp�lA• 7�i) g �� `I 0 r '\ \\ nae\ I /f• I O '3 Ed' r E :Y 3 >! t� al t1 L 10 N 166229.24 E 1179928.12 ii N 166334.09 E 1179967.99 58 !ENGiIN8 R 1 N 166525.00 E 1179975.35 ��Pa `� ^ 1� 2S 10, 1 1 0 � No.5033 i N 166677.55 E 1179898.04 Esmt = a r �b I I I ETA N 166706.13 E 1179888.29 1 _ N 166724.70 E 1179894.30 -,i e\ige 2090 0283 9(j� 9a. l N 167088.72 E 1180009.56 �Or // ,05281d 142.50' 00• I I I W 25.0' I L 2 / ICn - of I O 17 / NY .Y ?S.G• I I^ 5 45.0' Q 0 r10' Esmt. I I I I 59 . 1- - 217.97' - - - _j d� I -f-- -- } _" -- - - � 9 Sao• 1472.39'/ %as142.50' 28''5 a� CDN 7'56'53'E ,% e PAGIS Marker~- _ _ N85.19 28"W LC 19.52' 2 I I I / 2090-0084 I `- 1211.44 1 i14313'2C'4$• " - O 10 _ I I 18 i/ o 4� ® 0 1\, fig'Co\ I 1 °i ,o I I g 10 7 io N4657'4d 1 I 11 6 in 0 . a I "' R25.00 21328' '- CDN18'49'48"W a? �`5+' 3s I \ LC30.20' CS J I w cJ I o N 9a� 142.50' 9acb, 'e' \', 15' Esmt. 1 ! 1 I I R 175.77' -L - 147.99' CDN26'52'40'W I - - - 0 01 1 19 1 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 REGULA 0 HAVE BEEN COMPLIED WITH. 1-Z4-03 DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS RR�CAATE OF FINAL APPROVA 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. \ 1 �� � 03 �-•----Z.-i\I DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION 63 LC171.02 'aJieT �y I g CERTIFICATE OF RECORDING N 89 i I 0 W I I THIS DOCUMENT, NUMBERaC05002,519 FILED FOR 188'49'00' 1. I l�ri ti S I M RECOR, 20C3 IN PLAT BOOK (I573 PAGE 142.50' SIP., _ r ?. I r 139.92' � 3 sa a " LO 50'.sl I o 0 or �' ' v o1 8 I a N Ln I 17 A 0 I o N 20 25.o' N I$10 1.- 1 / N a N I PAGIS Mon. 142.50' Saba, 2 F I N i 140.12' % 2090-0282 Z 15' 3. L M C5 I sss• i C 91 I I o f 9 I o 4. DI 1 I C \ 11 o f 185'02'00' / 6 I �I W e o I I /� 5. A o r zd I 1 � 2y I� ` I u �1 CDN20'48'58'E +'9;a to, Esmt. / '�*ii �� °d I 6. E Q \ LC112.17' -� 't3 • �d`s J i0. ea 142.50' 9a 3 90 rn I °0' 7. N iJ� I ti9 184'38'OT B Cj 92 \ �o i s 7 I 15, - FL r %f 1 O So.oa I 1 i O �(N�' N N � 93 \�� 00 i .01 c° G' i J 16T10 55'5d 1 30.00' �j y /4e �� :� �121•�3� �p,�iv �O• M N OR 94 GAvr ti�9 . \ JS I Sam 150.00' J 1 /,// b Asa / / T h� �Sa 04�� �0.0' R 175.77' / ' ; v E I I 25' Bldg. Une CDN57'22'49'E LC108.39' /9� / s9s3'ad "8 . 184.32' R J°a I-- / 4=a? c J9i /Jc° 7.5`1 1 oo�P� o• '$ 30' Access, Oro' 3' N CH AL ER 23 N cD 06 s t f1i1 t g;=1$St C1A 3 R eMder �o NERAL NOTES: 2"IRON PINS WERE SET AT ALL LOT CORNERS LL EASEMENTS SHOWN - - - - ARE TO BE USED OR DRAINAGE AND/OR UTILITIES. OTS WITH ROUNDED CORNERS ARE EASURED TO A POINT OF INTERSECTION F LOT LINES AND NOT POINTS ON A URVE. STANCES SHOWN ALONG CURVES ARE DISTANCES. FRONT BUILDING SET -BACK LINES ARE 25 FT. NLESS NOTED OTHERWISE. OF CLOSURE: EXCEEDS 1:50,000 0 PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD OUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND OOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. ZIVATE ROADWAYS SHOWN ON THE PLAT AS EASEMENTS E FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS WELL AS UTILITY PROVIDERS OR ANY OTHER USE AS RECORDED THE BILL OF ASSURANCE. L RADII AT STREET INTERSECTIONS ARE 25 FT. UNLESS NOTED OTHERWISE. 9 PLA T OF a� LOTS 1 through 21 j---_--'� to ; .� ----� landscape ESmtUtility 197.98, I o�i N15 20' � L J �� �' 25 Bdl 9 3 12 42d �� ,�� �8 �9��a3s• i_ LO co, co 13 72!°Ao��dOo c aoA ^ in �p �ee �a,� S� ------------- ------------ 00. © 5 49. 249' - - - -- - - 61.23' - - -- 27.9T---------180.10'-- N89'0$'42"W Southwest N89'42'49"W 310.72' ® N89444'06'W 208.07' 6 1' corner SE1/4 SW1/4 ' - SECTION 19 _` HICKORY POINTE AN ADDITION TO THE CITY OF LITTLE R 0 CK, ARKANSAS BEING PART OF THE S W 1 /4, SECTION 19, T-2-N, R-13-W, PULASKI COUNTY, ARKANSAS JANUARY, 2003,-,A s li�r1e, zs BY' DATE:_ I W [Q!!l It lCr DAtl LiIW A +9iMVl'V..0 7Z% M V C. CIVIL ENGINEERING, LAND PUNNING & DEVELOPMENT, SURVEYING ' - 24 RAHUJG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 02-0367 Iced E00z GP :0E :B0 az Uer Fjj itl7Id\31NIOd\A80N3IH\2002\ :N