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HomeMy WebLinkAboutS-0285-XXX Map 3�o m� Vic INNTS MAP THIS Cy ` PLAT ARKANSAS STATE HWY. 10 B�vo CH�t10NC�U x a a CHENAL P ARKWAY N Y Z zZ LEGAL DESCRIPTION PART OF THE W1/2 W1/2 OF SECTION 13, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF TRACT L, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S87'27'33"W ALONG THE NORTH LINE OF SAID TRACT L, 967.01 FT.; THENCE N48'47'56"W, 248.74 FT. TO THE SOUTHEAST CORNER OF LOT 21, THE RANCH; THENCE N41'13'29"E ALONG THE EASTERLY LINE OF SAID LOT 21, 156.67 FT. TO THE NORTHEAST CORNER THEREOF, SAID CORNER LYING ON THE SOUTH RIGHT-OF- WAY LINE OF COBBLESTONE WAY; THENCE SOUTHEASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF A 36.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S37*12'47'E, 26.01 FT.; THENCE N7341'55'E, 50.00 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF RANCH RIDGE ROAD; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 125.36 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N01'56'44"W, 62.16 FT. TO THE SOUTHWEST CORNER OF LOT 95, THE RANCH; THENCE S83.45'23"E ALONG THE SOUTH LINE OF SAID LOT 95, 139.95 FT.; THENCE N5434'547E CONTINUING ALONG SAID SOUTH LINE, 52.19 FT. TO THE SOUTHEAST CORNER OF SAID LOT 95; THENCE N54.16'41"E ALONG THE SOUTHERLY LINE OF LOTS 94 AND 93, THE RANCH, 187.24' TO THE SOUTHEAST CORNER OF SAID LOT 93; THENCE S81.55'29"E ALONG THE SOUTH LINE OF LOT 92, THE RANCH, 87.13 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE NORTHERLY ALONG THE EAST LINE OF SAID LOT 92 BEING THE ARC OF A 384.26 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N06'39'44"E, 43.50 FT.; THENCE S86'17'33"E, 50.00 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF COBBLESTONE WAY; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 434.26 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N00'48'45"E, 43.87 FT. TO THE SOUTHWEST CORNER OF LOT 36, THE RANCH; THENCE N81'50'06'E ALONG THE SOUTH LINE OF SAID LOT 36, 170.70 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE 50 0 50 150 Scale 1" = 50 ft 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 1,F �p {8r A R A; ASN �+ REGISTERED PROFESSIONAL ENGINEER No.5033�' 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 '• f.GIS R y •' • F �S ..Sr`i5 •.� NO. 1281 •� SIONATURE •V�'�L LA�T�`S� _ 52 PLAT 8K. D,`•..PG. 782 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 53 N89'11'51"E 99.60' qci Rn' o_ 10. \ 1 `L2 0� �6 11O , O. Z T'•� PLAT BK. D, PG- 782. 90'47•25 / LA " 6 / \ �(5�F 48 18s\? PLAT BK. D, PG. 844 tJ� 1"5� \ �, (D� QCp \a na' 1 ° 186.16' N26'48'22"W ALONG THE EAST LINE OF SAID LOT 36, 33.19 FT. TO THE / �' fit-; �� 9r15OS^ o SOUTHWEST CORNER OF LOT 37, THE RANCH; THENCE N60.56'32"E ALONG 5��� R434.26' j �y 3& 1c° U I sp0? THE SOUTHERLY LINE OF SAID LOT 37, 130.01 FT. TO THE SOUTHEAST CORNER j i� ly CDN00°48 45' E N$1 50'06 E 15 `4 SO' THEREOF; THENCE S29'16'59"E, 5.63 FT. TO A POINT ON THE WESTERLY % �L�' LC43.87 170.70 , g o 1$4720^ 1s4s43o" I� ss.o zs.o N 184.30.40" EXTENSION OF THE SOUTH LINE OF LOT 52, THE RANCH; THENCE N61.22'11"E j 92 ALONG SAID SOUTH LINE, 170.00 FT. TO THE SOUTHEAST CORNER OF SAID LOT I N 52; THENCE N89'11'51"E ALONG THE SOUTH LINE OF LOT 53, THE RANCH, PLAT BK. C, PG. 844 14I 17p70 69h 0 1,j0 9>2g4CrIN 10' Esmt. 99.60 FT. TO THE SOUTHEAST CORNER THEREOF, SAID CORNER LYING ON THE % R384.26 I �p2, V. �L� 141.95' �`I (0I 47 WEST LINE OF LOT 54, THE RANCH; THENCE S12.49'36"E ALONG SAID WEST i" j I 33 I I I LINE, 88.41 FT. TO THE SOUTHWEST CORNER OF SAID LOT 54, BEING ALSO THE i i / CDN06°39'44" E S86 17'33"E s» `0 NORTHEAST CORNER OF THE W1/2 SW1/4, SAID SECTION 13; THENCE rol j LC43.50' 50.00' 0 10' Esmt. S02'28'58"W ALONG THE EAST LINE OF SAID W1/2 SW1/4, 599.52 FT. TO THE p 30 POINT OF BEGINNING, CONTAINING 12.0994 ACRES MORE OR LESS. / PLAT BA E, PC. 280 0 0 � 25.0' 93 V- E'+ \ S81°55'29"E 0 39 m to 183.10, to\ 87.13' �� 25.0' � vi \ \ 11 V � II0) xi I I 8.5 g5 -3�'AC I 5 94 F. 93 147-29, 1 '30 �d 9p03 91&?p» I 70Ja4s 157.14' 4 'I adi w `�* II m N 46 'SO- o' o91 M-I95 68'40'35" m PLAT BK. E, PG. 280 00' 06 1p Esrnt. w m m 7 z l rn m 2 9 0 25.0 I'N Ni, p5.3 \0 1 op 5p,5� 639 7j4 I ; I I N 40 171'28'3o^ m ' z N I I 20 1g6.2 R 125.36 5� y0 s T2'45^ JT CDN01°56'44" W 0 S8 395 23'•E STO _- LC62.16 7 '' 95' 5 �°� > s M ,d a3o^ �3D.48' u 6s48'35" ` 1�% > 139.95' ® 5L' 150 78jSs �5 Boa i �^ \ R36.50' (39ss o� 72 90 7s3s'3B /9s Og, °5' ed 162.19, Ss4s» o �01 CDS3712'47"E 's' e914 r�sR '� 2s�s, ^ N I \ 45 LC26.01' PLAT BK. G, PG. 105 ARKANSAS STATE PLANE COORDINATES NORTH ZONE 1D N 173355.52 E 1174912.21 - 20 N 173312.66 E 1173946.15 3Q N 173476 50 E 1173758 99 4Q N 173594 33 E 1173862 24 O N 173573.61 E 1173877.98 © N 173587.65 E 1173925.97 70 N 173649.77 E 1173923.85- 8 N 173634.56 E 1174062.98 90 N 173664.80 E 1174105.51 10 N 173774.12 E 1174257.52 t 1 N 173761.88 E 1174343.79 1© N 173805.09 E 1174348.84 1© N 173801.86 E 1174398.73 14 N 173845.72 E 1174399,36 1© N 173869.96 E 1174568.33 16 - N- - 173899.58 ----- E _ -_ ... 1174553.35 i© N 173962.73 E 1174667.00 Q N 173957.82 E 1174669.75 19 N 174039.28 E 1174818.97 ®0 N 174040.67 E 1174918.56 ©1 N 173954.48 E 1174938.18 Ln / 0)/° Fs�t 9g10'45 RS» /6,6' \ \ 0 8 8 C4 //� / / �55 °S % 50.48' O \, �$ 22NIS 9T44'05 0 89 58'35" 10 \Y 7 , S) _>O- CENTERLINE CURVE DATA CURVE LENGTH DELTA TAN. RADIUS C1 222.28' 84'27'55 136.87' 150.78' C2 240.08' 67'13'18" 136.01' 204,63' C3 60.13' 08'25'03" 30.12' 409.26' C4 79.02' 3911'02" 40.45' 150.00' 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. RANCH PROPERTIES, INC. 900 S. SHACKLEFORD, SUITE 300 DATE OF EXECUTION LITTLE ROCK, AR 72211 BY INSTRUMENT NO. 89 62166 V c1G,clui-ld(i OU"Eu v - DATTT BY 54 PIAr CERTIFICATE OF RECORDING 8K. G, PC. 104 THIS DOCUMENT, NUMBER FILED FOR 0 RECORD 20 IN PLAT BOOK PAGE o� CIO N° 01 16M1 41'25" Northeast comer j� W1/2 SW1/4 ro SECTION 13 Ill T-2-N, R-14-W o° a N 0 N 1� 56 n rn c6 N lIj Q, 0) INN o U') a DO ;+� N 0 0 _ c : /oti 0'25" p o aP o / cli °7S �A 1S8739.23 E 25' BId9-/ 11'00'40"27.23' O25.01 •1T22,1 O" fie,.1h ''°,s• 41 11.63 26 / ' C, STONE coBBLE --- °8.�12158'z� 44 N 90 0o g.73' / / \ �5��. 0 11639,05 71.E 0)\ \ �o d h 0 N 75.28_ 8.9D 9 � 27 42 ems, N015 �k Ais 25 td9• line 00rn 23 \ 2 6 sue\ ro N 25 Cq \ s N 24 ���`. \ - - - - - ss 9507. 10 \ -- --,lA, - 5&49, 0 2S' 1p °J. U 25, Esmt. p0" 46.25' Ro» 211.00' 6. 1 es 10r.0_---- - sr? 3s•• 185.00' o °s I e?, 0 145^ 110.77' wo 51No�o• 25' Esmt.104.00' 2 �" 153.00' 9 B7.01 ' 133.00' S87° 27' 33" W 3 23.99' TRACT IF L PIAT 8K, D, PG. 19 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 MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4, DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. ALL FRONT BUILDING SET -BACK LINES ARE 25.00 FT. 7. ALL LOTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY. NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP if FOR LITTLE ROCK, ARKANSAS. y (FIRM COMMUNITY PANEL / 050181 l 0037 F, DATED OCT. 19, 2001) - if i� �J PLAT OF LOTS 22 through 30 LOTS 38 through 48 LOTS 88 through 91 THE RANU"H AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PART OF THE W1/2 W1/2, SECTION 13 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS SEPTEMBER, 2006 © W/Olf{lllL -DA J! lII,lASAY & a`SM]4l"L!/CffA T= H4C CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LT TLE ROCK, ARKANSAS 72223 G Job No. 06-702P