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HomeMy WebLinkAboutS-1313-Y Map 1it COOPER ORBIT ROAD Scale 11111 = 100 ft KANIS ROAD It] CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS j C1- C2 T-- 152.79' 205.68' 271052' 26'11'15 78.09' ---- 104.67' 300.00, 450.00' - - - 1 C3 162.74'- 355425" 83.83' 275.00' C4 -- 307.09' _ 6558'51' ^ -171.77' ��- 275.00' y C5 277.42' 5T47'57' _,.53.52' ..-_.W45'4T__T.._.26.81'---350.00' 151.81, 275.00' C6 C7 50.47' 1513'13 25.391 -__190.w' C8 _ 7.18' - 1727'2e 13.64'- 125.00' - COOPER R RD. KANIS ROAD cAPIroL Nets BLVD. �'(� tos FO VICINITY MAP (Nrs) 111. S8703'54 E 516.58' a WE, THE UNDERSIGNED, OWNERS OF THE REAL 31 1V�5,55, " 33 _ _ _ _ _ _ ESTATE , SHOWN AND DESCRIBED HEREIN, DO NOT 1T03"E j 156.11, W ® N8742'00 W 9 3g� - HEREBY CERTIFY THAT WE HAVE LAID OFF, 180.a 19.24 36 N88'11'33'W SO1'49 36"W PLATTED, AND SUBDIVIDED, AND DO HEREBY I R225.5, 30.000' � © 195.01' I I 14.55 I LAY OFF, PLAT, AND SUBDIVIDE SAID RREALCDN42.56'12"W 7 40.0' R25.00' I I I ESTATE IN ACCORDANCE WITH IS PLAT. LC35.21' z CDS46'49'02"W N01'49'36"E I o' LC35.35' I i 1 28.63' 1 P. _4 I I DATE OF EXECUTION Rocket Prope Ies, LC 02 C I by Ron Tyne, a er f6 30.0' i I i 2024 Arkansas ey Dr. Little Rock, AR 72212 I I i I D.R. PAGE - I I I I I 2001056467 & 2003033275 ~ 3 I I I INSTRUMENT NO. I TRACT 9 M jam,. TRACT 10 I W o'W I -- TRACT 11 1 I r q NU-) I I I I r7 M g I I CERTIFICATE OF SURVEYING ACCURACY I �N z n q i o I i �GISTER`' I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS I �.•" PLAT CORRECTLY REPRESENTS A. BOUNDARY I U I I NSAS ° `' SURVEY MADE OR VERIFIED BY ME, ALL I ILAJ I 5 I 128 REQUIREDMONUMENTS ACTUALLY D ARE CORRECTLY SHOWNHEREON AND THAT ALL ' I O I UgY PCR� I OI s" ? SURVEYING REQUIREMENTS OF THE LITTLE I I I AS73 I =�ti o9s�NA1; ROCK SUBDIVISION RULES AND UL9TIONS I I I ....... •.•' HAVE BEEN COMPLIED WITH. R270.00' 1 I Ii I I ....... LA,,.•''• CDN16'10'25" E - - - - - - - - - LC133.81' - - - - - - - - - i Z I I DATE OF EXECUTION pAUL M. WHITE REGISTERED LAND SURVEYOR I N0. 1281, ARKANSAS ' I I COS16225'02"W I I I I CDN62'S2 33 E 23 �® LC766.26' LC26.76' �'V 39 R25.00' I 1 - � CERTIFICATE OF ENGINEERING ACCURACY I h CDS05'10 20" W I I I /1 gt o f 9O, �`Y 40 LC27.44' I I I �% A R AV. Ati I, TIMOTHY E. DATERS, HEREBY CERTIFY TRACT 14 R90.00' * • • THAT THIS PLAT CORRECTLY REPRESENTS A CDSOT23'527W I I I REGISTERED PLAN MADE BY ME, AND THAT THE I LC92.55' I I I PROFESSIONAL ENGINEERING REQUIREMENTS THE LITTLE CDNOOC87900' I 1 I EN`IbLER i ROCK SUBDIVISION RULES REGU S 41 R25.00' I TRACT 13 I i �' '� • � �4 HAVE BEEN COMPLIED CDSOO'55'34' W I NO.5033 � 1 I tk 42 LC27.53' I I I OT I 22 a. �� s�� I I 'i yr E pPA� R25.00' 21 o i I �"'�'� DATE OF EXECUTION MO Y E. DATERS CON64'40'19"W R S ERED PROFESSIONAL �- LC26.63'ra - - - - fir, �� ENGI EER N0. 5033, ARKANSAS <11 7 20 R472.50' I CDS19'23'34"E I ACp•E� LC214.09' I I CERTIFICATE OF RECORDING CERTIFICATE OF FINAL APPROVAL I I I I 2009032101 Received: 5/14/2009 11:30:29 AM Recorded: 05/14/2009 11:36:05 AM Filed & I 1 TRACT 15 R427.50' I I Recorded in Official Records of PAT O'BRIEN. PURSUANT TO THE LITTLE ROCK SUBDIVISION CDN19'23'34"W I I PULASKI COUNTY CIRCUITICOUNTY CLERK RULES AND REGULATIONS, AND ALL OF THE LC193.70' TRACT 16 I Fees $15.00 CONDITIONS OF APPROVAL HAVING BEEN I ® I I I COMPLETED, THIS DOCUMENT IS HEREBY I 19 I I I ACCEPTED. THIS CERTIFICATE IS HEREBY 0 0 1 1 ` �_ LAra `� �te�� RULES NO-IkF-ULA EXECUTEGUNDER THE �A� AUTHORITY OF SAID I �� �.% ------- 09,4 f QDm I i - - -- I DATE OF EXECUTION LITTLE ROCK PLANNING - -- -- ----- _ --------- -� I ---- I_L------------ COMMISSION ARKANSAS STATE PLANE COORDINATES - - - - - - -- --- - - - NORTH ZONE I 18 45 -' - I N 147138.38 _ E 1183869.10 I II 2 ­14 147155,09 E 1183826.73 i N 147224.18 E 1183842.26 I R252.50' -�- R297.50' CDN10*39'16 E CDS10'39'16'W 1 N 147278.59 E 1183858.94 I LC 147.26' LC 173.50' 1 N 147376,15 E 1183897.23 5 N 147550.52 E 1183900.94 I N 147567.22 E t183674.44 RIGHT-OF-WAY DEDICATION OI ��``s?Z WOODLANDS TRAIL AND KANIS ROAD 4 N 147598.26 E 1183795.60 I �Y S i N 147606.82 E 1183773.19 _ �. ® PART OF THE W1/2 OF SECTION 8, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, INCLUDING 0 N 147605.06 E 1183753.60 s� PART OF TRACTS 9, 10, 14, 15 AND PART OF A 40 FT. WIDE ROAD RIGHT-OF-WAY (TO BE CLOSED) OF ASBURY 1 N 147650.02 E 1183751.67 `ti ACRES, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: 2 N 147671.00 E 1183775.2_7 I =V�•: rr COMMENCING AT THE SOUTHWEST CORNER OF LOT 28, BLOCK 11, WOODLANDS EDGE, AN ADDITION TO THE I 5 a -J ' CITY OF LITTLE ROCK, ARKANSAS; THENCE N73'04'147W ALONG THE NORTH RIGHT-OF-WAY LINE OF 3 N 14772 . 5 E 1183785.90 /��ry hh FOXFIELD LANE, 30.37 FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE 4 N ta7728.35 E 118379a.3o I Z^' •1 BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF 5 N 147782.37 E 1183744.51 _ I �,ti� h CON30'15'12"W, 34.00 FT. TO THE POINT OF BEGINNING; 6 N 148096.67 E 1183720.42 I y� A\ CV THENCE N6929'00"W CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 45.55 FT.; THENCE N12'39'55"E, 7 N 148293.05 E 1183823.12 r^ C7/ ti 70.81 FT.; THENCE NORTHERLY ALONG THE ARC OF A 372.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD 8 N 148437.76 E 1183850.35 i BEARING AND DISTANCE OF N1702'45"E, 56.90 FT.; THENCE N21'25'35"E, 104.80 FT.; THENCE NORTHERLY 9 N 148590.32 E 1183833.Si I t6 ,�� ALONG THE ARC OF A 252.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N01'13'190E, o N 148590.32 E 1183833.51 174.41 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.0 FT. RADIUS CURVE TO THE LEFT, A CHORD t N 148897.79 E 11e36as.7s I 47 BEARING AND DISTANCE OF N5747'06"W, 31.33 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 90.00 FT. O RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N6830'29"W, 84.72 FT.; THENCE 2 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 3 N 149088.15 E 1183663.14_ _ I OF N69'06'047W, 23.99 FT; THENCE WESTERLY ALONG THE ARC OF A 212.50 FT. RADIUS CURVE TO THE RIGHT, 4 N 149t00.35 E tt8368s.ss A CHORD BEARING AND DISTANCE OF S8452'43"W, 19.66 FT.; THENCE N0728'10"W, 45.0 FT.; THENCE 5 N 149100.35 E 1183686.96 1 NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE 5 N 149228.86 E 1183724.2 _ I OF N48'21'42'E, 31.58 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 90.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N19'25'22"E, 31.97 FT.; THENCE NORTHERLY ALONG THE ARC OF 7 N 149700.90 E 1t8372.9.28 I R252.50' A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF NO3'21'3eW, 27.24 FT.; _ 8 N 149729.51 E 1183730.19 I R297.50' CDSO4'22'STE THENCE N36'22'2TW, 67.10 FT.; THENCE NORTHERLY ALONG THE ARC OF A 297.50 FT. RADIUS CURVE TO THE 9 N ta9755.2s E tt837o6.21 CDN04'2 97.50' LC267.54' SWl 4 NW1/4 RIGHT, A CHORD BEARING AND DISTANCE OF N04'22'57'W, 315.22 f.; THENCE N2736'28"E, 221.61 FT.; / THENCE NORTHERLY ALONG THE ARC OF A 252.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND 0 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 1 N 149800.50 E 1183374.3,3 I T-1-N, R-13-W OF A 427.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N19'23'34"W, 193.70 FT.; s N 149819.73 E 1183375.09 I \ THENCE N3T29'12"W, 147.89 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE 3 N 149794.43 E 1183505.66 R25.00' TO THE LEFT, A CHORD BEARING AND DISTANCE OF N64'40'19"W, 26.63 FT.; THENCE NORTHERLY ALONG THE 4 N 149767.98 E 1184021.57 I - \ ARC OF A 90.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N00'48'46"W, f CDS68'S7'4%"E r7N 9753.44 E naao21.10 I \'`_ 48`A6� LC26.93' 179.00 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N6752'33"E, 26.76 FT.; THENCE NORTHERLY ALONG THE ARC OF A 270.00 FT. 9759.59 E 1183826.19 _ I fir,, R90.00 " RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N16'10'25"E, 133.81 FT.; THENCE 9735.40 E t1s3800.a2 �`. 15CDS67'51 33 E N01'49'35'E, 382.03 FT.; THENCE N04'31'O6"W, 90.48 FT.; THENCE N01'49'36'E, 28.63 FT.; THENCE 9226.95 E 1183784.20 1 �'f'�R25.00' y�'6+, �O. F /� LC99.86' NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE 9 N 149067.47 E 1183737.21 I O,F, CDN03'21'36"W 6>�'�, 49 R25.00' OF N4756'12"W, 35.21 FT.; THENCE N8742'00"W, 180.61 FT.; THENCE N7555'34"W, 156.11 FT. TO A POINT ON THE WEST LINE OF THE NW1 4 NW1 4 SAID SECTION 8, BEING ALSO THE WEST LINE OF TRACT 9, o N 149040.14 E 1183734.74 1 ` o LC27.24 c' CDS66'44' 15 E / ' A O.r'* 14 � SAID ASBURY ACRES; THENCE N071T03"E ALONG SAID WEST LINE, 19.24 FT. TO THE NORTHWEST CORNER OF SAID 4 N 148920.23 E 1183728.81 Di,YT R90.00, p�?`1k 51�LC26.92' SAID TRACT1/4 AND THE 9, BEING ALSO TTHEWEST SOUTHORNER OF RIGHT OFTWAYTLINE OFNCE KANIS ROAD"133. ON�THmENCE S8T0354"E NORTH LINE OF 3 N 148920.23 E 1183728.81 _ I \ CDN 19'25'22" E s� 3 N 148797.20 E 1183807.15 I ` LC31.97' 13 �qr 52 -- - - S10'35'06"E ALONG THE NORTH LINE OF SAID TRACT 9 AND TRACT 10, SAID NE OF ACRES, AND THE SOUTH RIGHT-OF-WAY 9�. �- 45.02' LINE OF KANIS ROAD, 516.58 FT. TO A POINT ON THE CENTERLINE OF A PLATTED 40 FT. WIDE ROAD RIGHT-OF- S N 14844270 E-118�38".07 _ I "'�"°"""-�"" ~ CD\LC3�.58` 1�; `2 STz1836 'e N6g21' � 3 `� N88'1WAY (ASBURY I''3TW, 195.01 FT.;AD) TO BTHENCEED; IHENCE SOUTHWESTERLY4ALONG THEG SAID ARCOF AE25.DO Fr, 1�i5, F _P,' THENCE ._ R25.00' TO THE 6 N 148272.19 E 1183863.00 `� ss� $• 10 CDS47'56'25"W LEFT, A CHORD BEARING AND DISTANCE. OF S46'49'02'W, 35.35 FT.; THENCE S01'49'36"W, 508.71 FT,; THENCE .7 N 148075.82 E 1183760.30 I NO2.28'1p"W ® SOUTHERLY ALONG THE ARC OF A 330.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE LC27.I OF S16'25'02"W, 166.26 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 25.00 FT, RADIUS CURVE TO THE ,8 N 147809.06 _ E 1163780.74 45.0'_-- - 10 . R212.50' 55 LEFT, A CHORD BEARING AND DISTANCE OF S05'10'20'W, 27.44 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 19 N_147754.80 E 1183820.95 I CDS84'52'43"W Q R90.00' 90.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE S03'23'S2"W, 92.55 FT.; THENCE 0 N 1a7744.80 E 11a3a4s.09 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 LC19.66' R25.00' N N 1a77m.t7 E tta3938ss 1 CDN69'O6'04"W �� R25.0' 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. ,2 N 147696.54 E 1183963.31 _'� \� RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S1923'34"E, 214.09 FT.; THENCE S06'17'57"E, I LC23.99' © CDS05'31 56' W \ \ 153.48 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 297.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND !3 N 147652.29 E 1183971.58 _ R25.00 G' �� LC23.64' 9p DISTANCE OF S10'39'16"W, 173.50 FT.; THENCE S2736'2TW, 221.61 FT.; THENCE SOUTHERLY ALONG 4 N 147633.89 E 1183951.19 R90.00' CDN5747'06"W O �..\ THE ARC OF A 252.50 Ff. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SO4'22'57"E, P5 N 7a7606.63 E 1183939.95 I CDN68'30'29"W LC31.33' `� �'Pi0 267.54 FT.; THENCE S3622'22E, 67.80 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 Fr. RADIUS P6 N 147583.10 E 1183936.67 I LC84.72 CF CURVE TO THE LEFT A CHORD BEARING AND DISTANCE OF S6657'47"E 26.93 FT • THENCE SOUTHEASTERLY ,7 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, e N 147262.i5 E 1183900.83 _ R252.50' CDS00'37'39'E 99.86 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.0 FT. RADIUS CURVE TO THE LEFT, A CHORD 59 N I47214.32 E 1183866.17 CDN01'13'19"E LC 174.41' r� v C - R372.50' - --.. __ CON 1T02'45"E o ono T - LC56.90'37 =V a^ o N I 0 1 38 i J1 BLOCK 14 s % I I i ii 413 41 I I INSTR. J2008057737 ' 42 i z FOXFIEI,2 D LANE' '�� a5. 15 w >� r� 1 5 I /' R25.00' 3T I i 4 i i �tY17W � i -- L_ 1 BLOCK 14 ( 3 2 1 i - I __- - WOODLANDS EDGE LC223.41' R327.50' CDS1-r02'45"W LC50.03' 28 % BLOCK 11 27 / PLAT BK./H, PC. 907 I FOrE'r�'LD '� 44*_ BLOCK 11 BEARING AND DISTANCE OF S664415 E, 26.92 FT.; THENCE S10'35Do E, 45.02 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.0 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 90.0 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S24 11'18"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 S0531'56"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 50(737'39"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 S17*02'45"W, 50.03 FT.; THENCE S7739'55`W, 77.83 Fr. TO THE POINT OF BEGINNING, CONTAINING 4.3669 ACRES MORE OR LESS. PLA T OF RIGHT- OF- WA Y DEDI CA TI'OIV WOODLANDS TRAIL & KA_jVIS .ROAD PART Or THE W1/2 OF SECTION 8, T-1 -N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MAY, 2009 W D.417/EM 4.4MC CIf.41'll7F o HY((Ce s CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 pi AT Signed BY: OATE: S 3 / Job # 09-181P 'L.� I xi a4TL1Md 1V1dM8\l1V81\GOOM\6002\:W