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HomeMy WebLinkAboutS-1332-B Map 2LEGAL DESCRIPTION PART OF THE FRACTIONAL SW1/4 SW1/4 AND PART OF THE SE1/4 SW1/4, SECTION 19, T-2-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: STARTING AT THE NORTHWEST CORNER OF SAID SE1/4 SW1/4; THENCE S89'54'59"E ALONG THE NORTH LINE OF SAID SE1/4 SW1/4, 220.98 FT. TO THE POINT OF BEGINNING; THENCE S8954'59"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 HILLS, 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 SE1/4 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 HEIGHTS, 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) N39'25'22"E, 236.08 FT.; (4) NORTHEASTERLY ALONG THE ARC OF A 175.77 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N2(748'58"E 11217 FT (5) NO2-12'34"E 191 05 FT 6 50 NORTHWESTERLY ALONG THE ARC OF A 175.77 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N2652'40"W, 171.02 FT. AND (7) NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N1949'48"W, 30.20 FT, TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF RAHLING ROAD; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 1472.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1T56'53"E, 19.52 FT.; THENCE N17'34'06"E CONTINUING ALONG '54'59"E 1Q S89'54'59"E 299,04' SAID EAST RIGHT-OF-WAY LINE, 381.83 FT.; THENCE NORTHEASTERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A Northwest SElj4 Scorner _ 7pl20.98' 70.45' 0 15' Esmt, 228.59' W1// N 994.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE i A3 - - - - - -, - OF N15'45'15"E, 62.99 FT. TO THE POINT OF BEGINNING, CONTAINING SEr_.TICtd i9 Os - 11.9620 ACRES, MORE OR LESS. R994.93' RORs• 4>° CDN15*45'15"E ° �o LC62.99' �c � 181•ge, •. N 88 O O Q ao ?o� 53 51 \� J 0 50 Scale 1" - 50 ft a 13411'45 ARKANSAS STATE PLANE COORDINATE (NORTH) ` 1F O� �s� / /O \ \ 15 Rs• - `a A_ a 1 _ N 167149.35 E 1180026.66 Q ' �; �\ ��� Sp \� 10' Esmt. o� I 2_ N 167148.91 E 1180325.70 3 N 165833.16 E 1180277.63 - ` `� ya`�e EASEMENT 3gOd 4 _ N 165834.12 E 1180069.57 \ ^ o SEE NOTE / 8 �gz 5 N 165835.68 E 1179758.85 3 q0 % (P, 77�jC 10 I 127.28' 6 N 165835.80 E 1179752.04/ 7 N 165986.44 E 1179679.14 y wOr Refs, V* �J "9� o� 0. 9 N 166046.88 E 1179778.20 ~ / 5�2. 5 �a ° BilfBi �E \ 30 N 166229.24 E 7179928.12 a�. �j<0\'�onCe\ i I ��S• ,/ 11 N 166334.09 E 1179967.99 5819 O 1 N_ 166525.00 E 1179975.35 ' �^> l l� H �80\5' l0 fsmt 06 I T 1 N 166677.55 E 1179898.04 / / 1 N 166706.13 E 1179888.29 � � / ?5�� \ 1 N 166724.70 E 1179894.30 9ddg I L N 167088.72 E 1180009.56 1y9' one\ _ �O / ,p52g�d g 142.50' w 25.0' IN o �N �21 Io ^ oI 25.p• I I 45.0' o + 5 59 / / 217.97' I do° I 1472.39'/ 11 os?8'so. od I g 142.50' I gd CDN T56'53" E M PAGIS Marker~-�N8519'28'W LC 19.52' / 2090-0084 I 1211.44' 143120 I o o \^ " \ o C 6 R25.00' �� 1a55j4d 2t3.28' �1 CDN18'49'48'W 54'023 • m LC30.20'\� A gdoo I f � �\ ! doI cJ C5 E o g o 142.50' Q W \'•`Ty 15' Esmt. R175.77' t _f - 147.99' - -J CDN26052 40„ W _ _ _ 8 63 LC 171.02' ' l aiy T to 0 �J/ 0 !/ 89 1 88'! lJ I o U I CID o ®- I149'00' j((� I I 4 g 142.50' I 139.92' a z° O I I 25.0' I o► IJ oI g /^/j o 90 W° v/ o I I 45.0' I 25.0' m m I col U') m ^ I I I ed142.50' N 140.12' 5 �'`y 9 VKy Z 1M0 I O06,3 ,, gd00 0 I > J O Lh 91 �I� 16 �� I 0I 9 rn m oI o I 11 OF 100 z '"" \� R175.77' o d I WHIZ ^I / CDN20'48'58" E "'' g3a3'2 t0'?R� II W d Q \ LC 1 12.17' _i-133 9p 's6`ss J''o• gdo 142.50' to � 92 184.38'DO' � 0 1 rn s. v, � • \ y ' 10 / / 5 100 so N 93 lhd / ��/ / > ?so c° 10 .pp QGti /-0 \ 10, fs 16755'5d 30.00, co 94 43 gd \9j ° 150.00, 1so ,/( LLt o by / / h 10�y1 10.0' N R 175.77' �`°� ,/ a v 25' Bld . Line CDN57'22'49" E £ I I 9 LC 108.39' �tK 184, 184.32, .� �'9• c 7.5'�{ 30'cr Londscope EUti s' lity mQ tO 197.98' mt. ti a L JI 12 Q Ui $ 1gJ �p tia o �? �BSp.O• oJs• 1,d N J �� •ems �� 72 cps b ^b' 6.81' © O N89'602'42"W Southwest corner SE1/4 SW1/4 SECTION 19 250 13 ,aJ�4 249.49' o• 61,23' N89'42'49"W 310.72' 9000, t (w mi cm WIN 150 • 4�GIS'TE�d _••• STATE OF''••, •• ARKANSAS NO. 1281 0 SIGNATURE • O 15 .. ... LANDS ••': /�JS�iTErpf ,r AR A, AS 1 16 �� REGISTERED PRRFESS104NAL ' ENGINEER Po >�O No.5033 �Q �I "-ihlr F 17 II I� 0 Ln N I sa 00 % r o I I ~ I o 19 4) N r 9 o-. E 3 w CV M N in 0 c0 0 07 0 20 I 0000, is, 01 O 0 0 Co N 15' 1 23 RTI_FL(:�ATE 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. DATE OF EXECUTION vcveyc UHU unaa bleaSOn 126 Hickory Creek Circle Little Rock, AR 72223 D.R. PAGE INSTRUMENT NO. - ERTIFICATE OF SURVEYING ACCURACY I, PAUL M. 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 PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS 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 ENGINEER NO. 5033, ARKANSAS 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 RECORDING THIS DOCUMENT, NUMBER ,FILED FOR RECORD , 20 IN PLAT BOOK PAGE Little Rock Wastewater Utilifte 221 East Capitol Little Rock, Arkansas 72202 501-376-2903 NO SEWER SERVICE AVAJ AT THIS BY: pate; ?-2-oz GENERAL NOTES: 1. 1/2"IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN = = _ = ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE C ETA MEASURED TO A POINT OF INTERSECTION 8�' OF LOT LINES AND NOT POINTS ON A l CURVE. PLANS APPROVED 4. DISTANCES SHOWN ALONG CURVES ARE EA.SEMENTAPPROVED� CHORD DISTANCES. 5. ALL FRONT BUILDING SET -BACK LINES ARE 25 FT. EASEMENTREQUIRED� UNLESS NOTED OTHERWISE. DATE 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 BY 7. NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. 8. PRIVATE ROADWAYS SHOWN ON THE PLAT AS EASEMENTS ARE FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS WELL AS ALL UTILITY PROVIDERS OR ANY OTHER USE AS RECORDED IN THE BILL OF ASSURANCE. 9. ALL RADII AT STREET INTERSECTIONS ARE 25 FT. UNLESS NOTED OTHERWISE. PLA T OF LOTS 1 through 21 2' HICKOR Y POINTE AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING PART OF THE S W 1 /4, SECTION 19, T-2-N, R-13-W, PULASKI COUNTY, ARKANSAS X-N , JUNE, 2002 191. 25 II�� 1n�A(^ _n f /[n 27.97' 180. i 0' o. N89044'06"W 208,07' O Cam' 6�'-11D.9717E1�.� It CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job # 02-036 Ined 2002 20:IO iI o2 unr nUl 1Vld\31NI0d\A8ONOIH\2002\ A