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HomeMy WebLinkAboutS-0285-XXX Map 6m" VICINNT ' MAP THIS \ PLAT ARKANSAS STATE �R HWY. 70 e�vo CNENON0�0 x o � CHENAI_ PARKWAY 95 z N v a a Y z z x 0 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 N73'41'55"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 N54'34'547E 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 N0639'44"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 Fr. TO THE SOUTHEAST CORNER THEREOF; THENCE 50 0 50 150 Scale 1" = 50 ft ARKANSAS STATE PLANE COORDINATES NORTH ZONE 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 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 CA 1: � NO. U1 e �o2f of .SIGNATURE ' a :• / / ��� _ sUl0. •..... `.. flL LA ''��'�°� V. 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 PLAT BK. D, \PG. 782 � 53 i / \ 54 \ •1 \ 52 PLAT BK. G, PG. 104 N89-11'51"E 99.60' Irp N N oLo N O l cp �6'\ I O' O OO o 00 \ 3? \ \ N N2 03 p \ 6L .� PLAT BK. 6, PG. 782 90-47'25" \ \ 8 / '.•'\ ++ 1© 18aa 19034 45 4 8 i 64 41'25 1 Northeast comer \� �� rn� co sEcnoNSW3/4 06 T-2-N, R-14-W PLAT BK. C, P,1 844 ,J� �� .1�j0' 0 Q�16 y car 0 '°Oh 186.16' N26'48'22"W ALONG THE EAST LINE OF SAID LOT 36, 33.19 FT. TO THE �� z i T1505" o SOUTHWEST CORNER OF LOT 37, THE RANCH; THENCE N60-56'32"E ALONG tz - R434.26' �38 o0 iy �. „ � �z 0 �I gao ,0 THE SOUTHERLY LINE OF SAID LOT 37, 130.01 FT. TO THE SOUTHEAST CORNER CDN00`48'45 E Ng1.50'06 E 1s CA ,2so" ey THEREOF; THENCE S29'16'59"E, 5.63 FT. TO A POINT ON THE WESTERLY i g^� LC43.87 1" 2184T20^ 164'S4'30" I� 25.0' 25.0' N 184.30.40" EXTENSION OF THE SOUTH LINE OF LOT 52, THE RANCH; THENCE N61'22'11"E / 92 �7p'70 O 1, '` O i N I I ALONG SAID SOUTH LINE, 170.00 FT. TO THE SOUTHEAST CORNER OF SAID LOT j r PAT BK. D, PG. 844 14 17p70' 69h rn ��� gT2g4 Io0 L� 10' Esmt. o 52; THENCE N89'11'51"E ALONG THE SOUTH LINE OF LOT 53, THE RANCH, / 99.60 FT. TO THE SOUTHEAST CORNER THEREOF, SAID CORNER LYING ON THE i I `� 1�5 141.95' ° I 47 WEST LINE OF LOT 54, THE RANCH; THENCE S12'49'36"E ALONG SAID WEST \ R384.26' I °�,3, I I n N LINE, 88.41 FT. TO THE SOUTHWEST CORNER OF SAID LOT 54, BEING THE / /i� \ CDN06`39'44"E S86'17'33"E 3s, 000 I NORTHEAST CORNER OF THE W1/2 SW1/4, SAID SECTION 13; THE / i \ \ LC43.50 �Q 50.00, 0 10' Esmt.---. S02'28'S8 W ALONG THE EAST LINE OF SAID W1/2 SW1/4, 599.52 FT. TO THE / \ o I 30 0 1 POINT OF BEGINNING, CONTAINING 12.0994 ACRES MORE OR LESS. i` PST 8K. E, PG. 280 93 o n m 25.0' 13 Lo v E-+ 1 N 173355.52 E 1174912.21 20 N 173312.66 E 1173946.15 V N 173476 50 E 1173758 99 Q_ N 173594 33 E 117386 224 Q N 173573.61 E 1173877.98 ©- N 173587 65 E 1173925 97 7O N 173649 77 E 1173923 85 ® N 173634.56 E 1174062.98 9Q N 173664 80 E 1174105 51 10 N 173774 12 E 1174257 52- i1 N 173761 88 E 1174343.79 1© N 173805 09 E 1174348 84 1© N 173801.86 E 1 174398 73 14. N 173845.72 E 1174399.36 15 N 173869.96 E 1174568.33 16 N 173899.58 E 1174553.35 1© N 173962 73 E 1174667 00 ® N -173957 82 E 1174669.75 - N 174039 28 E 1174818 97 N 174040.67 E 1174918 56 N 173954.48 E 1174938.18 f0'S, sE'0 +� eye' A R i A31 A S . i� RFGISTEREB PK0FE9S10NAL ENGINEER No.5033 <P. ziPy�, E �+p�;+` J GL 'V '�'O NI) ��\ 100 � S887 5 29 E roi 25.0' 3 61 food 1 183.10' /Z f13 11 0) °°I �� O I8g y 37 40 N I I � I SS 2py 61 r:tg85g55 rn 1 i9ci ti� e95 \� 94 \` N,y1� 'o. 17901'30"2s.0 97. 147.29' v+os 0d1$ g0'03, / . \, \ '\ DTpfro rLD �� 1 I pr•,� itI � - .N � 2 S Id^ W Iih I N 180,4gS0. 157.14' I 0 J Crn6 46 1p 8g29'o� o 95 68'40'35" 91 0� ^ N_280PLAT BK. E, PG C14INC) 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 30, DATE OF EXECUTION LITTLE ROCK, AR 72211 INSTRUMENT NO. 89 62166 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 20 IN PLAT BOOK . PAGE 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 � FOR LITTLE ROCK, ARKANSAS. I' (� (FIRM COMMUNITY PANEL 1 050181 0037 F, DATED OCT. 19, 2001) 6 0 E4$, Irya " IW� e�o6�0s zrryN 25.0' I5'3d 0329 0 7 p5p's°'If m 40 II 0'�6, "' ° R125.36' CDN01'56'44" W j S83'45'23"E 5� 1\O LC62.1 6' 7 / & �Q 4; 0 171. ,� � , 139,95'28' +v s 65'48'35" OO 139.95' \ ® ��1 M• �50 Q9, '8j S8Os. - 0d N5; 7O�`SS 0" ^30.4�0l o•AS\ \ 415o O OtnO + L' P R36.50' 13��e. a 12 �' 90 7s39'3o" 196, 162.19' 4S, o �m �. \,Sy N PLAT 0 F �CDS3T12'47"E 's, g`°o 225. / �s�. o N (D 9 4� ; S 9 \ 45 0 ' LC26.01' I I "'LID Aso �/ (n oN,35o0 © Q 89 i °'/ es,t gg1D, 1g655� ���11 Np°rn6nAL LOTS 22 through 30 PLAT BK. c, Pc. .Ds rymh \ r \, �yo in /k5� �T 28 0 1_ �� 112.60' �15E/hL iJi /1tQul2i� ��� �� ^�o F W -� ea° N 3025" 0 41 LOTS 38 through 48 A t0 ^AWy ��ne �N., is n / /� I� 58739'23"E T22 `y� h LOTS 88 through 91 21.23' 25.0' s �A71A L d s :00 2�9� -I a 1 � 'a+ 0 111'00'40" 111.63' 26 vcd o ,O \ 4 \ SrrONE � �-'� \/ / .`S7• ,j,^� , \ \/�90 / 44 �_ L1J7L=-9 PO,N7 - COBBLE , rE 9, '°�08' 6�12,'58'20- 3 89 58'35"�-- NTe'tT 18 j o \ 3O o \ 5 7 1 .00'rV � h � 97 Esq 01_ b '� rn A' ,a 75.28_ 8.90 19 ! CNI to \ 27 42 `'s �,� ti0 504 0 1n V. f169• Une ro N� O n &' 25 B '9\ ,220a j043 O 10k CV 26 \ sue\ s ro N 25 \ o \ \ 9 58-49, )O _ Lo7. 0+?. U 25' Esm1• 0p"' 46.25' ',re, AO+ 211.00' Q I os, 1 - e?, N 6r?1'4s" 110.77' yo , ?, 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, w�540 0+ 25' Esmt.104.00' jo' 153.00 967.01' o, 23.99' 133.00' S8r27 33'W TRACT "L" PLAT BK. D, PG, 19 THE RAN u" 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 M�E➢GAl7A1NlA 6PLANNING A1d.�CDEVELOPMENT. SURVEYING 11,24 ' RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 06 E