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HomeMy WebLinkAboutS-0285-A(4) Map 3m r VICINITY MAP a` NTS THIS NC PLAT ARKANSAS STATE HWY. y pR 10 etivo CHEN0N0�0 CHENAL PARKWAY N ? a � Y 0 Z O LOTS 23-30, THE RANCH 50 0 50 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 SOUTHWEST CORNER OF LOT 42, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE NORTH LINE OF TRACT L, THE RANCH; THENCE S8727'33"W ALONG SAID NORTH LINE, 524.76 FT.; THENCE N48'47'56"W, 157.70 FT. TO THE SOUTHERNMOST CORNER OF LOT 22, THE RANCH; THENCE N51'00'43"E ALONG THE SOUTHEASTERLY LINE OF SAID LOT 22, 125.79 FT. TO THE EASTERNMOST CORNER OF SAID LOT 22, SAID CORNER LYING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF COBBLESTONE WAY; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: (1) EASTERLY ALONG THE ARC OF A 175.78 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S7S30'53"E, 160.68 FT.; (2) N79'17'17"E, 111.63 FT.; (3) NORTHEASTERLY ALONG THE ARC OF A 229.63 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N4940'38"E, 254.22 FT.; (4) N12'03'59"E, 92.31 FT. AND (5) NORTHERLY ALONG THE ARC OF A 434.26 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N04'53'36'E, 107.39 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, SAID CORNER LYING ON THE WEST LINE OF LOT 38, THE RANCH; THENCE S11'58'51"W ALONG SAID WEST LINE AND ALONG THE WEST LINE OF LOT 39, THE RANCH, 147.00 FT. TO THE SOUTHWEST CORNER OF SAID LOT 39; THENCE S11'12'28"W ALONG THE WEST LINE OF LOT 40, THE RANCH, 108.00 FT. TO THE SOUTHWEST CORNER THEREOF; THENCE S09.16'25"W ALONG THE WEST LINE OF LOTS 41 AND 42, THE RANCH, 288.07 FT. TO THE POINT OF BEGINNING, CONTAINING 3.4991 ACRES MORE OR LESS. LOTS 88-91, THE RANCH Scale 1" = 50 ft 150 ARKANSAS STATE PLANE COORDINATES NORTH ZONE N 173335.92 E 1174470.40 I N 173312.66 E 1173946.15 N 173416.54 E 1173827.49 1 N 173495.68 E 1173925.27 ! N 173450.08 E 1174079.34 I N 173470.83 E 1174189.03 1 N 173648.46 E 1174370.90 1 N 173738.73 E 1174390.20 N 173845.72 E 1174399.36 N 173869.96 E 1174568.33 N 173726.17 E 1174537.81 N 173620.23 E 1174516.82 N 173649.77 E 1173923.85 N 173634.56 E 1174062.98 N 173664.80 E 1174105.51 - N - 173774.12----- ---- E --------- 1174257.52 N 173761.88 E 1174343.79 N 173749.18 E 1174341.30 N 173658.91 E 1174322.00 N 17 351 9. 96 E 1174179.73 N 173499.21 E 1174070.05 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 SOUTHWEST CORNER OF LOT 95, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S83'45'23"E ALONG THE SOUTH LINE OF SAID LOT 95, 139.95 FT.; THENCE N54'34'54'E CONTINUING 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, SAID CORNER LYING ON THE WESTERLY RIGHT-OF-WAY LINE OF COBBLESTONE WAY; THENCE SOUTHERLY AND WESTERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: (1) SOUTHWESTERLY ALONG THE ARC OF A 384.26 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S11'06'05'W, 12.94 FT.; (2) S12'03'59"W, 92.31 FT.; (3) SOUTHWESTERLY ALONG THE ARC OF A 179.63 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARIN1111GNANDIS() TANCE OF BB( NORTHWESTERLY ALONG RC OF .63FTA 1125.78 FT. RADIUS / CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N44'09'26"W, 209.86 FT. TO THE POINT OF BEGINNING, CONTAINING 1.5099 ACRES MORE OR LESS. / I rf 9�5�� 13 i •L' a Asa 21 PLAT BK_ G. PG. 105 i R 125.78' CDN44°09'26" W LC209.86' / 22 PLAT SK. H, PG. 935 \ 20, �s O CENTERUNE CURVE DATA CURVE LENGTH DELTA TAN. RADIUS C1 222.28' 8427'55" 136.87' 150.78' C2 240.08, 6713'18" 136.01' 204.63' C3 60.13' 0925'03' 30.12' 409.26' C4 79.02' 30'1vol* 40.45' 150.00, CERTIFICATE OF ENGINEERINGACCURACY 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 A R Al SAS 1 �1 REGIS?ERER PROFESSIONAL ENGINBEN oTNo.5033 z�yY E�'' 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 R434.26' CDN04°53'387 E 92 \'. PLAT BK. D, PG. 844 LC107,39' PAUL M. WHITE REGISTERED LAND SURVEYOR N0. 1281, ARKANSAS "�Cj1STERF .. %' 4 ............... S PATF (. '° f ARKANSAS NO. 1281 36 PLAT BK. D, PG, 844 N81 170,70 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 37 PLAT BK. D. PG. 782 38 PLAT 8K. H, PG. 935 V 'or \ R384.26' I I ss- � CDS11°06'05'W 0 0 o / \ 93 LC12.94 - of 30 ^ � o PLAT BK. F, PG. 2so fl ,j O �n 39 S81.55 „� 25.0, PLAT BK. N, PG. 935 2 E 1 55a55 Q '-147 � 8 � , N ' ch 179� '01'30' -,p 3 M*10*4;Sp' soy - --- � � 1 Q V 95 68'40'35" 1 PLAT BK. E, PG. 280 6 0) N rn .'rn W N/ v 29 40 M O N O PLAT BK. H, PG. 935 96, N /I. C) y 5"1 . (D 19 ¢ Z g5 23' 10 S83'45'23"E a�� ��. ,� �a R'sy ^� 139.95' 14 gL s. „� s 1 SQ09, T 8T s6Os" 91N,Op" /2r?S ey 0 7539'30" / 6�6� ` O © -- g VO- v, R 179. 63' as / n s 9g10'45' I 0 0 O DO N 3 O+ v 8D'11't0" 23 w 26 A C4 25 A \ ti 24 wo Egg` A O GL (11 min d �0.01 6`os, 1 t -- B2, - P 8227,45" 25' Esmt. 110.77 1s°p� soy ! Aso 153.00 O 23.99' 133.00' 104.00' S87°27'3S'W 524.76' �,. CDS45 40 38 W p. 89 LC 198.87' 88 W 0 cam+ ' 28 63 ti 10?'30•25' E s eao TO / v� \ 9 J. r ,O r, 17 W 111. Y ® 2� ,., R229.63' U v c� 57917' �, wA i l/� CDN45°40 38 E S� LESION LC254.22' R175.78' COBB ' „163' s 9' woe• �9 CDS73'30'53'� tiie°' 111.63' 0 0 p� LC 160.68' 17' 17" E g j 3' \ \Nh \ 0 N79 94'0�� - N �a 75.28' 8.90 ry ,0y0A �z � ,� u�6,/Idg• Use ro ao � 25 TRACT "; " PLAT BK. D, Pc. 19 41 PLAT 8K. H, PG, 935 42 PLAT BK. H, PC, 935 LITTLE ROCK PLANNING COMMISSION 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 N0. 89 62166 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 20 !N 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 RIGH -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. (FIRM COMMUNITY PANEL # 050181 0037 F, DATED OCT. 19, 2001) ), SeuS�r F+V2cIt.Ult° Ve.491 FLAT OF 7/sIle LOTS 23 through 30 LOTS 88 through 91 T h " H HY' RANC 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 AUGUST, 2007 tl b4<� CML ENGINEERING, LAND PLANNNG & DEVELOPMENT, SURVEYING 24 RAMJNG CIRCLE UTTLE ROCK, ARKANSAS 72223 •