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HomeMy WebLinkAboutS-1313-Y Map 3COOPER ORBIT ROAD 11 CENTERUNE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS �Ct i 152.79' 29' 10 52" 78 09' 300 00 C_2 205.68' 26.1I'll 5' 104 67' 450 00 162 74' 3Y54'25r 83.83' 275 00 -- C4 307.09' 63.58'51" 171.77' 275 DO' C5 277.42' 5T47 57' 151.81' 275.00' C6 53 52' 08'45 4T 26 81' 350 00 )0 -i-- -r - - C7 I 50 47' I F 13 13" 25 39' 190.001 C8 - �- 27.18' 12'27 24 13 64' 125 00' Scale 111 = 100 ft KANIS ROAD n.3 4 F S1C co. KANIS ROAD $ COOPER OlmtT RD. s CAPROL 11U5 BLw, 41 Po�IIO� � VICINITY MAP (NIS) NOT1 ' 2Q 4' / J 1$6 114 IN ® N87 42'00'W I ��N88 11'33"W - - - - - - - - - - - 1 J 180.61, 8 �7 195.01' I 35� 14.55' 36 W 1 R25.00' / 30.0' CDN42.56'12"W 7 4O.W R25.00' 1 J LC35.21' zo CDS46'49'02"W I J N01'49'36"E i�w LC35.35 28.63' I o I I J�C3 I 16 30.0' J I I J i J I TRACT 9 J u !1 n TRACT 10 I CS a) O5 I TRACT 11 an J I I N QI n l I ,STERrL z .• J z o i ''�,...TT,''' e" ANSAS I I 0 I m s I 128 I I I J RY PCFE I o J SIGNA t� 1 I I C I I • •'rf��AL LP+NO... ,•• • R270.00' J I I I CDN16'10'25"E I 301W 3D.0' I O I - - - - - - - - - - LC133- I I C�S1625'02"W J CDN62'52'33' E �® LC166.26' LC26.76' 901, mod'^om as LC27.44' I J l� All AN AS TRACT 14 R90.00' I �� I CDS03.23'52"W I I J RF,s15TF.REN LC92.55' I 1 I PROFESSIONAL b CDN0( 8946 W a1 R25.00' I EN61NEEN J LC179.00' CDS00'55'34"W I J TRACT 13 I i�Zi No.5033 �`c�l� y a2 LC27.53' J I J SOT ,4,�0 s 22 �,��� �I I I �y E. R25.00' J�z1 I CDN64'40'19"W s`fl I 1 J - - - - - LC26.63 ------ L D ---y`'- �--------1 I ---'-- - ---- 20 R472.50' - - - prb4u:,1* CDS19'23'34'E I 1 I ACRE LC214.09' I I ASBLRY I i i CERTIFICATE OF RECORDING 2009032101 Received: 5/14/2009 11:30:29 AM Recorded: 05/14/2009 11:36:05 AM Filed & TRACT 15 R427.50' I I I Recorded in Official Records of PAT O'BRIEN. I CDN19'23'34'W I I I PULASKI COUNTY CIRCUIT/COUNTY CLERK LC193.70' O I I TRACT 16 I Fees $15.00 44 o o J ICT1 J ff C _--I----------------------- I I ---)-L------- ---L__ ARKANSAS STATE PLANE COORDINATES - - - - - - - - - - NORTH ZONE J 18 45 - - - N 147138.38 E 1183869.10 I J N 147155.09 E 1183826.73 -_ I I R252.5 R297.50' N 147224.18 E 1183842.26 1 - N 147278.59 E 1183858.94 I CDN10'39'i6"E CDS10''1G'W LC 1 47.26' LC 173.50' N 147376.15 E 1183897.23 N 147550 52 E 1183900.94 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 IS PLAT.. DATE OF EXECUTION Rocket PrODeD11eS, LLC by Ron Tyne, \(nen)ber 2024 Arkonscs-Velley Dr. Little Rock, AR 72212 D.R. PAGE - INSTRUMENT N0. 2001056467 & 20C3033275 O IRTIFICATF 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 ULATIONS HAVE BEEN COMPLIED WITH. J PATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURA Y I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS THE LITTLE ROCK SUBDIVISION RULES D REGULf1 S HAVE BEEN COMPLIED . S I4'o DATE OF EXECUTION MOT Y E. DATERS R IS ERED PROFESSIONAL ENGI EER 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 N 147567.22 ~ E 1183874.44 1 17 A,?sZzs WOODLANDS TRAIL EAINDTION KANIS ROAD N 147598.26 E 1183795.60 I 4Y N 147606.82 E 1183773.19 _ �+ as PART OF THE WI/2 OF SECTION 8, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, INCLUDING N 147605.06 E 1183753.60 _ I PART OF TRACTS 9, 10. 14, 15 AND PART OF A 40 FT. WIDE ROAD RIGHT-OF-WAY (TO BE CLOSED) OF ASBURY N 147650.02 E 1183751.67 ACRES, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: N 147671.00 E 1183775.27 1 ^•: COMMENCING AT THE SOUTHWEST CORNER OF LOT 28, BLOCK 11, WOODLANDS EDGE, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N73'04'14 W ALONG THE NORTH RIGHT-OF-WAY LINE OF N 147701.15 E 1183765.90 FOXFIELD LANE, 30.37 FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE N 147728.35 E 11637e4.30 BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N 147782.37 E 1183744.51 I . ^'M!O To^ N30'15'12"W, 34.00 FT. TO THE POINT OF BEGINNING; N 148096.67 E 1163720.42 _ I yq1 A N THENCE N6929'00"W CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 45.55 FT.; THENCE N12'39'557E, N 148293.05 E 1183823.12 _ 2^ c7ry \ 70.81 FT.; THENCE NORTHERLY ALONG THE ARC OF A 372.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD N i48437.76 E 1183850.35 I BEARING AND DISTANCE OF N1702'45"E, 56.90 FT.; THENCE N21'25'35"E, 104.80 FT.; THENCE NORTHERLY ALONG THE ARC OF A 252.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N01•13'19"E, N 148590.32 E 1183833.51 I 16 174.41 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD N 148773,03 E 1183769.19 I BEARING AND DISTANCE OF N5747'06"W, 31.33 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 90.00 FT. N 148897.78 E 1183689.76 47 RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N6930'29"W, 84.72 FT.; THENCE N 148909.17 _ E 1183665.68 I NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE N 1a9oa6.15 E tte3ss3.1a I OF N69'06'04'W, 23.99 FT; THENCE WESTERLY ALONG THE ARC OF A 212.50 FT. RADIUS CURVE TO THE RIGHT, N 149088.15 E 1183663.14 I A CHORD BEARING AND DISTANCE OF S8452'43"W, 19.66 FT.; THENCE NOT28'10"W, 45.00 FT.; THENCE N 149100.35 E 1183686.96 NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N48'21'427E, 31.58 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 90.00 FT. RADIUS CURVE TO THE N 149610.70 E 1183736.41 RIGHT, A CHORD BEARING AND DISTANCE OF NlT25'22"E, 31.97 FT.; THENCE NORTHERLY ALONG THE ARC OF N tas7ooso E 1183729.28 _ I A 25.00 FT. RADIUS CURVE TO TH'c LEFT, A CHORD BEARING AND DISTANCE OF NO3'21'36"W, 27.24 FT.; N 149729.51 E t183730.19 I R252.50' THENCE N36.22'27'W, 67.10 F R297.50T.; THENCE NORTHERLY ALONG IHc A OF A [97.50 FT. RADIUS CURVE TO THE CDSO4'22'S7'E RIGHT, A CHORD BEARING AND DISTANCE OF N04'22'57'W, 315.22 FT.; THENCE N2736'28"E, 221.61 FT.; N 149755.29 E 1183706.21 CDNO4'22'57"W LC267.54' SW*1/4 NW1/4 THENCE NORTHERLY ALONG THE ARC OF A 252.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND N 149762.54 E 1183525.75 I LC315.22' SECTION 8 DISTANCE OF N10'39'16"E, 147.26 FT.; THENCE N06'17'57'W, 153.48 FT.; THENCE NORTHERLY ALONG THE ARC N 149800.50 E 1183374.3,3 J T-1-N, R-13-W OF A 427.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1723'34"W, 193.70 FT.; N 149819.73 E 1183375.09 THENCE N3729'12"W, 147.89 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE N 1a979a.a3 _ E 1163505.66 _ I TO THE LEFT, A CHORD BEARING AND DISTANCE OF N64'40'19"W, 26.63 FT.; THENCE NORTHERLY ALONG THE N 149767.98 E_118a021.57 _ I \ R25.00' ARC OF A 90.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N00'48'46"W, �P CDS68.57'47"E 179.00 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD N 149753.44 E 1184021AO I \ 48�6'• LC26.93' BEARING AND DISTANCE OF N6752' 33'E, 26.76 FT.; THENCE NORTHERLY ALONG THE ARC OF A 270.00 FT. N 149759.59 E 1183826.19 _ 1 N-D R90.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N16'10'25"E, 133.81 FT.; THENCE � N 149735.40 E 1183800.42 ��`, ti 15 . r'�, CDS6751'33"E N01'49'35'E, 382.03 FT.; THENCE N04'31'06"W, 90.48 FT.; THENCE N01'49'36'E, 28.63 FT.; THENCE N t49226.95 _ E 1183784.20 1 .J�' R25.00' �6 �O. F LC99.86' NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE N 149226.95 E 1183784.21 I \'.,CDN03'21'36"W 6j`��, es 50 R25.00' OF N4756'17'W, 35.21 FT.; THENCE N8742'00"W, 180.61 FT.; THENCE N7F55'34"W, 156.11 FT. TO A A POINT ON THE WEST LINE OF THE NW1/4 NW1/4, SAID SECTION 8, BEING ALSO THE WEST LINE OF TRACT 9, N 149040.14 E 1103734.74 I A LC27.24' �O?14 CDS66'44'15"E SAID ASBURY ACRES THENCE NO2'17'03"E ALONG SAID WEST LINE, 19.24 FT. TO THE NORTHWEST CORNER OF SAID _N 148947.76 E 1183729.25 0�' R90.00' ��'?2, 51�LC2&92' NW1/4 NW1/4 AND 'THE NORTHWEST CORNER OF TRACT 9; THENCE S79'02'10"E ALONG THE NORTH LINE OF N 14892oz3 E 1183728_81 _- I \� CDN19'25'22'E ��� f SAID TRACT 9, BEING ALSO THE SOUTH RIGHT-OF-WAY LINE OF KANIS ROAD, 133.00 FT.; THENCE S8703'54"E N ta8797.20 E 1183807.15 I LC31.97' 1J 'o� 52 S10'35'06"E ALONG THE NORTH LINE OF SAID TRACT 9 AND TRACT 10, SAID ASBURY ACRES, AND THE SOUTH RIGHT-OF-WAY m ✓� LINE OF KANIS ROAD 516.58 FT. TO A POINT ON THE CENTERLINE OF A PLATTED 40 FT. WIDE ROAD RIGHT-OF- N 148595.26 E 1183878.23 I \ R25.00' 12 163s �9• tj6g17,�E r8 3 \-_45`02' NWAY 88'1(�BUW, 95 Ot TFT. BEHENOEEDTHECE- SOUTHWESTERLY ALONG THE ARC OF AE25E001 FT, RADIUS CURVE THENCE TO ETHE N 148442.70 E 1183895.07 - - CDN48-21-42-E � ---- ---- \ $T m oD-- R25.00' N 148272.19 E 1183863.00 I LC` 8` 11 Z66t5 E to 54 CDS47'56'25'W LEFT, A CHORD BEARING AND DISTANCE OF S4549'02"W, 35,35 FT.; THENCE S01-49'36'W, 508.71 FT.; THENCE N 148075.82 E 1183760.30 f NO2'28'10"W O LC27.46' SOUTHERLY ALONG THE ARC OF A 330.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE N 1a78o9.os E 1t6376o.7a 45.00' ._ 1p 5� OF S1625'02'W, 166.26 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 25.00 FT, RADIUS CURVE TO THE 1 R212.50' Q 55 LEFT, A CHORD BEARING AND DISTANCE OF S05'10'20"W, 27.44 FT.; THENCE SOUTHERLY ALONG THE ARC OF A _ N 147754.47 E 1183820.95 8 R90.00' 90.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE S0723'527W, 92.55 FT.; THENCE _ N 147744.80 E tt838a6.09 - CDS84'LC143"W66' O 56 CDS24'11'18"W SOUTHERLY ALONG THE ARC OF A 25.00 FT. RAIDUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N 14770_7.17 _ E 1183938.58 J R25.00' 7 LC29.89' S00'55'34"W, 27.53 FT.; THENCE S3729'12"E, 145.86 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 472.50 FT. N ta76ss.5a E 1183963.31 CDN69'06'04"W �� R25.00' 0 RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF SlT23'34"E, 214.09 FT,; THENCE S06'17'57"E, LC23.99' © C0S05'31'56"W OG 153.48 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 297.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND N 147652.29 E 1183971.58 1 R25.00' LC23.64' \9,� DISTANCE OF SIO'39'16"W, 173.50 FT.; THENCE S2736'2TW, 221.61 FT.; THENCE SOUTHERLY ALONG N 147633.89 E 1183951.19 _ R90.00 CDN5747'06"W O THE ARC OF A 252.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SO4'22'57'E, _ N 147606.63_ E 1183938.95 I CDN68'30'29" W LC31.33' �'pi0 267.54 FT.; THENCE S36'22'22"E, 67.80 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS N 147583.10 E 1183936.67 I LC84.72 \ CF CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S6957'47'E, 26.93 FT.; THENCE SOUTHEASTERLY N 147359.71 E 1183939.12 \ R297.50' ALONG THE ARC OF A 90.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S6751'33"E, N 14726215 E 1193900.83 R252.50' CDS00'37'39"E 99.86 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD 59 N 147214.32 E 1183886.17 -----� CDN01' 13' 19" E LC223.41 ' LC 174.41 ' ^0 , 57 - -I F_ `" - _ � W 3 R372.50' CDN17.0214 'E 37 1 36 1 1 BLOCK 14 -1 ® R327.50' 39 1 IAJ CDS1 02'45'W I I ao 1 f 41 1 5� �3 IFaSTR. {�12008057 37 l ! f ; )� -�__- 2 ^ n l ?_ 28 6 PL.aT BKi I 5 i RZ5.00- �T . I I 1 q 1 i 1 CDN3015'1TW LC34.00 I i - I ( E4L:)f.K I a 1 2 1 I 1 r` WOODLAND FLICE BEARING AND DISTANCE OF S664415 E, 26.92 FT.; THENCE S1Q'3506 E. 45.02 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S4756'25'W, 27.46 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 90.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S24711'18"W, 29.89 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S05'31'56"W, 23.64 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 297.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF SOO'37'39"E, 223.41 FT.; THENCE S21'25'35"W, 104.80 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 327.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S1702'45'W, 50.03 FT.; THENCE S1739'55"W, 77.83 FT. TO THE POINT OF BEGINNING, CONTAINING 4.3669 ACRES MORE OR LESS. PLA T OF RIGHT-OF-WAY DEDICATION WOODLANDS TRAIL 8c KANIS LOAD PART OF THE t.'1/2 SECTION 8, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MAY, 2009 ©-DA71 Z29 A AMOCZA=y JYCC ®i CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUNG CIRCLE UTTUE ROCK, ARKANSAS 72223 F1 AL PLAT Signed� BY: DATE:_ Z) ✓' ^� Job # 09-181 P a4jgmd 1VldMH\­1IV81\0DOM\6002\:N