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HomeMy WebLinkAboutS-1264 Map 2LEGAL DESCRIPTION RIGHT OF WAY DEDICATION FOR PART OF RAHLING ROAD, CHENAL VALLEY DRIVE, PEBBLE BEACH DRIVE AND CHAMPLIN DRIVE IN SECTIONS 30 AND 31, T-2-N, R-13-W AND IN SECTIONS 25 AND 36, T-2-N, R-14-W, PULASKI COUNTY ARKANSAS MORE PARTICULARLY DESCRIBED AS: STARTING AT THE SOUTHEAST CORNER OF FRACTIONAL SW1/4 SW1/4 SECTION 19, T- 2-N, R-13-W; THENCE N8859'28"W ALONG THE SOUTH LINE THEREOF, 380.12 FT. TO THE POINT OF BEGINNING OF THE RIGHT OF WAY DESCRIBED HEREIN; THENCE SOUTHERLY ALONG THE ARC: OF A 773.51 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S03'49'43"W, 588.52 FT.; THENCE S18'31'51"E, 1387.79 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 2909.79 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S18'12'57"E, 31.99 FT.; THENCE S22'31'33"E, 102.03 FT.; THENCE S53'22'45'E, 74.22 FT.; THENCE N8759'53"E, 50.99 FT.; THENCE N76'41'17"E, 76.83 FT. TO THE SOUTHWEST CORNER OF LOT 45, CHENAL RIDGE ADDITION, LITTLE ROCK, ARKANSAS; THENCE S12'43'27"E ALONG THE WEST RIGHT OF WAY LINE OF PEBBLE BEACH DRIVE, 60.00 FT. TO THE SOUTH RIGHT OF WAY LINE THEREOF; THENCE S76'41'17'W, 76.22 FT.; THENCE S65'22'41"W, 25.50 FT.; THENCE S26' 17'32" W, 95.23 FT.; THENCE S05' 14'35" E, 101.45 FT.; THENCE S0439'24"E, 152.93 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 2909.79 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF SO4'13'57"E, 271.32 FT.; THENCE S01'33'37"E, 317.68 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 999.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S11'30'31"W, 452.21 FT.; THENCE S24'34'39"W, 1229.79 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 999.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S44'53'23"W, 694.22 FT.; THENCE S65'12'07"W, 1470.44 FT.; THENCE S5942'50"W, 52.47 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 58.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE S15'33'00"W, 73.77 FT.; THENCE S24'10'23"E, 730.54 FT. TO A POINT ON THE SOUTH LINE OF THE NE1/4 NE1/4, SECTION 36, T-2-N, OF R-14-W, BEING 713.65 FT. FROM THE SOUTHEAST CORNER THEREOF; THENCE N88'26'21"W ALONG SAID SOUTH LINE 99.91 FT.; THENCE N24'10'23"W, 684.88 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 58.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N70'12'32"W, 83.54 FT.; THENCE S65'12'07"W, 129.89 FT.; THENCE S7941'08"W, 125.57 FT.; THENCE S65'12'07"W, 530.09 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 999.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S72'41'25"W, 260.64 FT.; THENCE S80'10'44"W, 1019.48 FT.; THENCE S09'49'16"E, 20.00 FT.; THENCE S80'10'447W, 279.06 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 889.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S69'16'02"W, 336.91 FT.; THENCE S58'21'21"W, 23.67 FT.; THENCE S34'01'06"W, 47.80 FT. TO THE EAST RIGHT OF WAY LINE OF CHENAL PARKWAY, THENCE N31'38'39"W At_ONG SAID EAST RIGHT OF WAY LINE, 158,53 FT.; THENCE N7422'05"E, .52.00 FT.; THENCE N58'21'21"E, 36.47 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 1019.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N69' 16'02" E, 386.13 FT.; THENCE N80' 10'44" E, 279.06 FT.; THENCE S09'49'16"E, 20.00 FT.; THENCE N80'10'44"E, 1057.48 FT.; THENCE N63'41'02"E, 45.11 FT.; THENCE NORTHERLY ALONG THE ARC OF A 58.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1611'44'E, 82.72 FT.; THENCE N27'17'34"W, 42.07 FT.; THENCE N21'47'33"W, 125.20 FT.; THENCE N2717'34"W, 206.30 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 1175.92 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N20'35'32" W, 274.46 FT. - TO THE SOUTHEAST CORNER OF TRACT 7A, CHENAL VALLEY ADDITION; THENCE N7435'02"E ALONG THE SOUTH RIGHT OF WAY LINE OF CHENAL VALLEY DRIVE, 60.03 FT. TO THE EAST RIGHT OF WAY LINE THEREOF; THENCE SOUTHEASTERLY ALONG THE ARC OF A 1115.92 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S20-33'00" E, 262.05 FT.; THENCE S2T17'34"E, 326.57 FT.; THENCE S34'35'31"E, 73.06 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 58.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S72'36'35'E, 71.45 FT.; THENCE N6922'20"E, 73.31 FT.; THENCE N65'12'07'E, 51.22 FT.; THENCE N7934'49"E, 74.68 FT.; THENCE N65'12'07"E, 2266.50 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 909.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N44'53'23"E, 631.74 FT.; THENCE N24'34'39"E, 1229.79 FT.; THENCE NORTHERLY ALONG THE IARC OF A 909.93 FT. RADIUS CURVE TO THE LEFT A CHORD BEARING AND DISTANCE OF N11'30'31"E, 411.51 FT.; THENCE N01'33'37"W, 317.68 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 2819.79 FT. RADIUS CURVE TO THE LEFT. A CHORD BEARING AND DISTANCE OF N1902'447W, 832.16 FT.; THENCE N18'31'51"W, 1387.79 FT.; THENCE NORTHERLY ALONG THE ARC OF A 863.51 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NO2'26'25"E, 618.10 FT. TO A POINT ON THE SOUTH LINE OF FRACTIONAL SW1/4 SW1/4, SECTION 19, T-2-N R-13-- W; THENCE S88'59'28"E, ALONG SAID SOUTH LINE, 98.33 FT. TO THE POINT OF BEGINNING, CONTAINING 1,080,038 SQUARE FEET OR 24.7943 ACRES MORE OR LESS. E ++q N , TRACT 7A W CIIENAL VALLEY AL(DITION E 14' O9 I I N loom.E,176157. R 1175.92'CDN20'35'3YW LC274.46' 160E 1176253.Z ` N Nf'�a U R55.00' ao CON 78.11'41 E LC62.72' \ N I59691.28 E 1I763N.03 R1019 93' oa O 159510.92 LCC�38�61jD2'E O _yE 11,3.106.05 % E i 761 N8010'�E ' p5 E H,3p�6. �,/ O \ M' W i I1775.3322 430 HI422279 �.r 32� 22. 561�6, 9 q N 15911e.5[/ vim. 5 �' IN35493 E 1, 71eR4 1175049A4 CDS6716,0Tw N 1%163.62 N I. M,,,6 LC336.91' E I{]4667. E 117473174 a 1057.48 NI E1 300 0 300 Scale 1" = 300 ft 160699.]3 1176215.Ie R1115.92• CDS2033'00'E LC262.05' N.36 rT401 It7630J.24 0 J 'riot 4'•r 58.00, CDS72* '35E j LC71.45' N 15985CM E 1176J52.17 15967166 I1M574.n R999.93' COS774l'25W LC260.64' / 56'i t2pi % 06f. \1910 I 2540 R58.00' , CM7012'32' W LC83.54' E i1"37i 0.1 N 159336.9 C nn651. 900 226ro eE65 \2pTE� CCDSi 6 3YW W LC73.77' 160002.67 11n432. 19 565 NIL SOUTHEAST CORNER NE1/4, NE1/4 SECTION 36 T-2—N, R-14—W 159336.19 n m5,.34 713.65' HEIGHTS Ot SOUTHWEST CORNER E FRACT. SW1/4 SW1/4 SECTION 19 T-2-N, R-13-W R88251' — C0N0 LC6185'E C618.1 D' N 160605.40 'E 11 )6630.66 , 5931eJ0 1176486.46 N I &5221 36 E I,19254.26 N 151252.97 E 117YNI6 63 R909, 93' CDN4325"E LC 1.74' / 63 ,W723 M 1,766{i.43 E 3 N89'41'15W 311.20' 165613.16 I666}6 49 1, 793]8.M 1In75e.95 SOUTHEAST CORNER FRACT. SW1/4 SW1/4 SECTION 19 T-2—N, R— 13—W R773.51' CDS03' 49'43" W LC588.52' N te5M'" E 1170339.60 EN IW11.54 1,79693.33 R2819.79' C0N7 D'02'44' W LC832. 16' R909.93' CON 11'3ONK LC411.51' s o Z O 'z 40 x o O 41 v %t O Z �4 43 77 E , 7 BEACH DRIVE \ PEBBLE 1;6�214EN 1W17.59 A966E 01, 6330.5., 71I79010 42 R2909.79'CDSO4.13.5rE LC271.32' 163064.59117p93e.43 N 162n4A6 N 152772.03 E ,170649.13 E 117"" 10 N 162371.34 E 117476703 R999.93' CDS i l'30'31' W LC452.21' N 162333.91 E 1179646/7 f �GtSTE.. .4 STAT1•. OP'''y, i ARKANSAS '1. g NO. 1281 Q €94 NA l:N! r m.,144 0 A2 NjiAS 'N � f f wECISTRRBO P110FESS10NAL -A %33 4:t_ �tiY r ° � a Y r_ �ir Easexrrnl Eeseeleat RCG „� _ a V-90 ADDITIONAL CASEMENTS REQUIRED .. ADDIYIONAI.nSEFENTSAoEREQUIRED 4 AS SHOP, 9Y DATE: -- N 16,2,5.54 LITTLE ROCK E 1179337.36 SEPTP01tED EASw4'YFMENi`:15r7nOVr Ed"; ""NT r ED R99013' LCD694.22.23'W �'AT,E AR11 OV EASEAAENT CHAMPLIN DRIVE AND PEBBLE BEACH DRIVE EASEWENT OUI 'j,t7LjZ4 BEING PART OF SECTIONS 30 AND 31 T-2-N, R- 13-W AND SECTIONS_ 25 AND 36, T -2 -N, R -14 - W %r PULASKI COUNTY, ARKANSIAS s �A j lu✓o 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. DELTIC TIMBER CORPORATION 7 CHENAL CLUB BLVD. LITTLE ROCK, AR 72211 DATE OF EXECUTION BY: D.R. 621 PAGE 233 INSTRUMENT NO. CERTIFICATE 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 jltlmw,=V 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 TIFICATE OF RECOR THIS DOCUMENT, NUMBER FILED FOR RECORD 19 IN PLAT BOOK PAGE (/BY�//1//I..�.� D E D I CA T I O N PLA T RAHLING ROAD CHENAL VALLEY O 9491' ^© VV LI7111 11 IPi�II/ilil Il /Gll\Ily CSlAi1v1\ll�l{.�11111 Ll 1GLil.9 111 V lLo CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201