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HomeMy WebLinkAboutS-1313-Y Map 29 COOPER ORBIT ROAD 100 0 100 Scale 11; = 100 ft KANIS ROAD 03'54"E _516.58' CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 29'11W 78.09' 300.00' C2_.._L_...-.._ _152.79' 205.68' 2611'15" --104.67' 4%00' - C3 83.83' _ - 275-00 C4 307.09' SY58'51" 171.77' 275.00' --- CS -- - 277.42'- -Sr 47'5T -- 151.81 - 2275.00' - 53.52' -5'40" - 08'4--- - 26.81' -� - - 350.00'_ - C7 50,4T 15'13'Ir 25.39' - 190.00, 1 C8 27.18' 172T24" 13.64' 125.00' � 13 OOWER ORBIT RD. KANIS ROAD CAPITM H11S MO. P�t ZYVVS Po0 LANE & Sv � VICINITY MAP NOT 17'03"E 6 `347 P 3J�4 ---- - - - - - - - - II ' vi 19.24' 3\6 N E1611'33"W 195.01' II I S01'49'36"W �0 14.55' C40.0' R25.00' CDS4649'02W LC35.35 28.63' II I 6 30.0• I I I I I I I TRACT 9 I 3 I I r r; TRJ�CT 10LLJ I I I r,� T; `r TRACT 11 I I I M M -U-) I I I - I o qg I .................cc LLJ ...... I I z q I i I �(31..... . EDAS I ES I .28 I I lol gYA1R I o �4 I S� MNA I I r l p5 V I •:'�'�'°9 � �' �v R270.00' I Li I i9LLAI`�•.•' CDN16'10'25"E I Q 30.0. 30.0' LC133.81' ® I cD I I . i- - - - - - - - - - ----- I I I I I R330.00' I I I COS 16'25'02" W I I CDN62L5267fi �® LC766.26' I I a, 3s R25.00' I ------------- I ~- CDS05'10'20"W 4o-R� =;`4^ ao LC27.44' I i I 00�At AN A; TRACT 14 R90.00' I I i� I 352"W I I 1 IMISTEREN I R90.00 LC9255I I PROFESSINNAI. CDN00'48'46"WR25.00I I I d ENGINEER I LC179.00' 41 CDS09' I TRACT 13 j i I m� 42 LC27535 34 W I I i `��TNo.5033p41 22 '., Jp I z Hy Vp- r� + R25.00' �21 a� �`'� I I I �'._.��� CDN64'40'19"W ----------LC2-----?' ,9. ---- - - - - - I I ' R472.50' I 1 4/4N(d N41A1b}` ACos LC214.09' 34" E I A3tJ a 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 Recorded in Official Records of PAT O'BRIEN. I CDN 19'23'34'W I I I PULASKI COUNTY CIRCUIT/COUNTY CLERK LC193.70' O I I TRACT 16 I Fees $15.00 19 Ln I I I Cn o, cn I I N W - - - - - - - ARKANSAS STATE PLANE COORDINATES _ _ _ NI 18 45 -' - - - - - NORTH ZONE N 147138.38 E I I M69.10 N 147155.09 E 1183826,73 _ N 147224.18 E 1183842.26 I R252.50' -�- R297.50' N 147278.59 E 11a3858.94 CDN1LC147 26' CDS13.50'16"W N 147376.15 E 1183897.23 I LC 147.26' LC 173.50' i N 147550.52 E 1183900.94 I CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT E HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH IS PLAT. c / DATE OF OF EX EC 0 Rocket Prope Ies, LC by Ron Tyne, a er 2024 Arkansas, ey Dr. Little Rock, AR 72212 D.R. PAGE INSTRUMENT N0. 2001056467 & 2003033275 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 JiEJULATIONS HAVE BEEN COMPLIED WITH. D DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. CATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS THE LITTLE ROCK SUBDIVISION RULES D REGUL� S HAVE BEEN COMPLIED . 5 i�-c DATE OF EXECUTION MO Y E. DATERS R S 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. ) C,`' DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION N 147567.22 E 1183874.44 zs RIGHT-OF-WAY DEDICATION N 147598.26 E 1183795.60 I 17 v ?zs WOODLANDS TRAIL AND KANIS ROAD N 14760.E 1183773.19 N 147605.06 E 1183753,60 46 PART OF THE W112 OF SECTION 8, T-1-N, ILITTLE ROCK, PULASKI COUNTY, ARKANSAS, INCLUDING 06 60 I N 147650.02 E 1183751.67 I PART � ACRESOPULASKSI4, 15 AND T IDE ROAD RIGHT-OF-WAY (TO BE CLOSED) OF ASBURY COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: N 147671.00 E 1183775.27 :�.� „ COMMENCING AT THE SOUTHWEST CORNER OF LOT 28, BLOCK 11, WOODLANDS EDGE, AN ADDITION TO THE N 147701.15 E 1183785.90 I ^c�O ° [��h� y� CITY OF LITTLE ROCK, ARKANSAS; THENCE N73'04'147W ALONG THE NORTH RIGHT-OF-WAY LINE OF N 147728.35 E 1183784.30 I N �`� �Y FOXFIELD LANE, 30.37 FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE N BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N 747782.3E E 1183744.51 N 148096.67 E 1183720.42^3o..N° N30't5'12"W, 34.00 FT. TO THE POINT OF BEGINNING; N 148293.05 E 1183823.12 rti^ � THENCE N68'29'00"W CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 45.55 FT.; THENCE N1239'55"E, ti N 70.81 FT.; THENCE NORTHERLY LONG THE ARC OF A 372.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD N 748437.76 E 1183850.35 I �O BEARING AND DISTANCE OF N1702'45"E, 56.90 FT.; THENCE N21'25'35"E, 104.80 FT.; THENCE NORTHERLY N 148590.32 E 1183833.51 I 1s ALONG THE ARC OF A 252.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N01'13'19"E, N 148773.03 E 1183769.19 174.41 FT.; THENCE NORTHWESTERLY LONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD I BEARING AND DISTANCE OF N5747'O6"W, 31.33 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 90.00 FT. N 148_ E 118366I 47 RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N6930'29"W, 84.72 FT.; THENCE N 148909.os.17 E 1t83665.68 ._ NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE N 149088.15 E 1183663.14 I OF N6706'047W, 23.99 FT; THENCE WESTERLY ALONG THE ARC OF A 212.50 FT. RADIUS CURVE TO THE RIGHT, N 149100.35 E 1183686.96 A CHORD BEARING AND DISTANCE OF S84'S2'43"W, 19.66 FT.; THENCE N0728'10"W, 45.00 FT.; THENCE _ N 149228.86 E 1183724.23 I NORTHEASTERLY LONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE N 149610.70 E 1183736.41 I OF N4921'42"E, 31.58 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 90.00 FT. RADIUS CURVE TO THE N 149700.90 E 1183729.28 I RIGHT, A CHORD BEARING AND DISTANCE OF N19'25'27'E, 31.97 FT.; THENCE NORTHERLY ALONG THE ARC OF - - - - - - - R25250 A 25.00 FT, RADIUS CURE TO THE LEFT, A CHORD BEARING AND DISTANCE OF NO3'21'36"W, 27.24 FT.; N 149729.51 E 1183730.19 I R297.50' CDSO4'22'57"E THENCE N36'22'27'W, 67.10 FT.; THENCE NORTHERLY LONG THE ARC OF A 297.50 FT. RADIUS CURVE TO THE _ N 149755.29 E 1183706.2E " RIGHT, A CHORD BEARING AND DISTANCE OF N04'22'57'W, 315.22 FT.; THENCE N2736'28"E, 221.61 FT.; N 149762.54 E na3s2s.Es I CDN04'22'57 W LC267.54' SWl/4 NWi/4 LC315.22' SECTION 8 THENCE NORTHERLY ALONG THE ARC .; A 252.50 FT. RADIUS CURE TO THE LEFT, A CHORD BEARING AND N lasaoo.5o E 119337a.33 I DISTANCE OF N10'39'16"E, 147.26 FT.; THENCE N06'17'S7'W, 153.48 FT.; THENCE NORTHERLY ALONG THE ARC N 149800.50 E 1183375.09 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.; THENCE N3729'12"W, 147.89 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE N 1a97s4.a3 E 1183505.66 TO THE LEFT, A CHORD BEARING AND DISTANCE OF N64'40'19"W, 26.63 FT.; THENCE NORTHERLY ALONG THE R25.00' N 149767.98 E 1184021.57 I S R25.0 57'47"E ARC OF A 90.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NOO'48'46"W, N 149753.44 E 1184021.10 I `�`�6'• LC26.93' 179.00 FT.; THENCE NORTHEASTERLY LONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD N 149759.59 E 1183826.19 I 48 % R90.00' BEARING AND DISTANCE OF N6752'33"E, 26.76 FT.; THENCE NORTHERLY ALONG THE ARC OF A 270.00 FT. N 149735.40 E 1183800.42 RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1610'25"E, 133.81 FT.; THENCE N 149226.95 E N83784.20 I \'\�y 2� 15 � LC99861'33"E N01'49'36"E, 382.03 FT.; THENCE N04'31'06"W, 90.48 FT.; THENCE NOV49'31I 28.63 FT.; THENCE ' R25.00' 6, O. <1\ NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURE TO THE LEFT, A CHORD BEARING AND DISTANCE N lasos7.47 E 11E3737.2t I \ -. CDN03.21'36"W O c'�, as OF N42'56'12"W, 35.21 FT.; THENCE N8742'00"W, 180.61 FT.; THENCE N7555'34"W, 156.11 FT. TO l'o > 50 R25.00' A POINT ON THE WEST LINE OF THE NW1 4 NW7 4 SAID SECTION 8, BEING ALSO THE WEST LINE OF TRACT 9, N 149040.14 E t1a3734.7a A LC27.24 r'r,CDS66444'15" E / / ' N 148920.23 E 1183728.81 I \'Oiy' R90.00' 0, t4���,�� 51�LC26.92' NWID/ASBURY NW1/4 AND'THEENCE NORTH EST CORNER ONG SAID OF TRACCTWEST 9;; THENCE 't9.24 Fr. TO THE S79'021TE ALONGORTHWEST THE NORTHORNER LIINE OF SAID N 148920.23 E 1183728.81 I \�' CDN19'25'22"E •m SAID TRACT 9, BEING ALSO THE SOUTH RIGHT-OF-WAY LINE OF KANIS ROAD, 133.00 Fi.; THENCE 58703'547E N 148797.20 E 1183807.15 I \,LC31.97' 13 ?- 9 S10'35'06"E LONG THE NORTH LINE OF SAID TRACT 9 AND TRACT 10, SAID ASBURY ACRES, AND THE SOUTH RIGHT-OF-WAY N 148595.26 E 118387&23 I ``ti\ R25.00' 1$ '0m. jt, '45.02' LINE OF KANIS ROAD, 516.58 FT. TO A POINT ON THE CENTERLINE OF A PLATTED 40 11. WIDE ROAD RIGHT-OF- -w 1413442.70 E 1183895.0E - -- �,, CDN48'21'h2"E�*a 3d ga1'A WAY (ASBURY ROAD) TO BE CLOSED; THENCE S0L'49'36"W LONG SAID CENTERLINE, 14.55 FT.; THENCE N 148272.19 E 1183863.00 I �� \LC31.58`� 5wv I N0 000'-_.R25.00' 148611'33"W, 195.01 FT.; THENCE SOUTHWESTERLY LONG THE ARC OF A 25.00 FT, RADIUS CURVE TO THE 660 �• CDS47 56'25"W LEFT, A CHORD BEARING AND DISTANCE OF S46'49'OYW, 35.35 FT.; THENCE S01'49'36"W, 508.71 FT.; THENCE N 148075.82 E 11B3760.30 _ I N0728'1O W ® SOUTHERLY LONG THE ARC OF A 330.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE N 1478874 09.08 E 118370.LC27.46' -� N 147754.4E E 11830.I R212.50' 45.00' _ 10 55 �\ \ \ OF S1625'02"W, 166.26 FT.; THENCE SOUTHERLY LONG THE ARC OF A 25.00 FT, RADIUS CURVE TO THE CDS84'S2'43"W a R90.00' \ LEFT, A CHORD BEARING AND DISTANCE OF S05'1020"W, 27.44 FT.; THENCE SOUTHERLY ALONG THE ARC OF A N 147744.80 E 1183846.D9 I LC143"W 8 56 C9 00' 1'18"W 90.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE SOT23'52"W, 92.55 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 25.00 FT. RAIDUS CURE TO THE LEFT, A CHORD BEARING AND DSTANCE OF _ N 147707.17 E 1183938.58 I R25.00' 7 '• LC29.89 S0955'34"W, 27.53 FT.; THENCE S3729'12"E, 145.86 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 472.50 FT. N 147696.54 E 1183963.31 I CDN69'O6'04"W � R25.00' � .y�\ RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S19-23'34"E, 214.09 FT.; THENCE S06'17'57'E, N 147652.29 E 1183971.58 LC23.99' R25.00' © CDS05'31'56"w c��� 153.48 FT.; THENCE SOUTHERLY LONG THE ARC OF A 297.50 Fi. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND N 147633.89 E 1183951.19 I R90.00' CDN57'47'06"W LC23.64' \ 9,PO�� DISTANCE OF S10'39'11I 173.50 FT.; THENCE S2736'28"W, 221.61 FT.; THENCE SOUTHERLY ALONG N 147606.63 E 1183938.95 I CDN68'30'29"W LC31.33' THE ARC OF A 252.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SO4'22'57'E, N ta7sa3.to E 11e3936.67 LC84.72' '� A 267.54 FT.; THENCE S36'22'22"E, 67.80 FT.; THENCE SOUTHEASTERLY LONG THE ARC OF A 25.00 FT. RADIUS C�1 CURVE TO THE LEFT, A CHORD N 147359.71 E 1183939 12 _ I / R297.50' \ LONG THEARCOF A90.00 FTBEARING UE RADS CUISTANCE OF 7 2 R TO THE RIGHT, ACHORDBEARI G AND DISTANCE OF SOUTHEASTERLY N u728z.t5 E 1183900.83 I 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 1183a86.17 CDN01'13'1TE LC 174.41 ' 0 R372.50' -T CDN17'02'45"E o N " - LC56.90' 2� 37 I I 1 Q �N I 38 ! BLOCK 14 39 I I 1 40 1 1;, r J 1 41 3 INSTR. #12008057737 1� � 42 1 � o _ FOXFIEZ,D L4NE J ! 2 2 Pvn 6 I I 1 4 CDN31715'ITW LC34.00' LC223.41' R327.50' CDS 1702'45" W LC50.03' 28 el 13LOCK 11 % 27 PLAT BK./H. PG. 907 BLOCK, 14 1 V i 2 /BLOCK ,1 WOODLANDS EDGE BEARING AND DISTANCE OF S6644'15"E, 26.92 FT.; THENCE S1935'06"E, 45.02 FT.; THENCE SOUTHWESTERLY LONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S4756'264, 27.46 FT.; THENCE SOUTHERLY LONG THE ARC OF A 90.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S24'1I'll 8"W, 29.89 FT.; THENCE SOUTHERLY LONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S05731'56"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 S00'37'39"E, 223.41 FT.; THENCE S21'25'35"W, 104.80 FT.; THENCE SOUTHERLY LONG THE ARC OF A 327.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S1702'45W, 50.03 FT.; THENCE S12'39'55"W, 77.83 FT. TO THE POINT OF BEGINNING, CONTAINING 4.3669 ACRES MORE OR LESS. PLA T OF RI C TI ,- OF- WAY DEDI CA TION WOO DLA_ -'TDS TRAIL & KANIS ROAD PART OF THE W1/2 OF SECTION 8, T-1-N, R-13-W, LIT71_E ROCK, PULASKI COUNTY, ARKANSAS MA�YI 2009 CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 FINAL PLAT Si ned BY: DATE: 0 S Job } 09-t61P --T7 l . ' a4;gMd 1VldMti\IIVHl\DOOM\600Z\ N