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S-0285-A(4) Map 8
I ,o m� VICINITY MAP qua NTS 24 THIS NC PLAT ARKANSAS STATE HWY, H OR 10 B1'Va ONCFAO CHEN 4 J K K CHEN,4L PARKWAY �U S K x z w z 0 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 S87*27'33"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) THE ARC OF A 175.78 Fr. RADIUS CURVETHE LEFT, C 0 DSTERLY BEARINGLONG AND DISTANCE OF S73'30'53' E, 160.68 FT.; (2)TN79 7 17"E, A 111.63 FT.; (3) NORTHEASTERLY ALONG THE ARC OF A 229.63 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N45'40'38"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 N0453'35-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 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 N54'34'547E 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 BEARING AND DISTANCE OF S4540'38"W, 198.87 FT.; (4) S79'17'17"W, 111.63 FT. AND (5) NORTHWESTERLY ALONG THE ARC OF A 125.78 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. CENTERLINE CURVE DATA CURVE LENGTH DELTA TAN. RADIUS CI 222.28' 8427'55" 136.87' 150.78' C2 240.08' 6713'16' 136.01' 204.63' C3 60.13' 0925'OT 30.12' 409.26' C4 79.02' 30'11,02" 40.45' 150.00, Scale 1" = 50 ft 21 PLAT BK. G. PG. 05 150 ARKANSAS STATE PLANE COORDINATES NORTH ZONE 10 N 173335.92 E 1174470.40 20 N 173312.66 E 1173946.15 30 N 173416.54 E 1173827.49 ® N 173495.68 E 1173925.27 Q N 173450.08 E 1174079.34 © N 173470.83 E 1174189.03 7� N 173648.46 E 1174370.90 ® N 173738.73 E 1174390,20 9O N 173845.72 E 11 7439 9.36 10 N 173869.96 E 1174568.33 11 N 173726.17 E 1174537.81 1© N 173620.23 E 1174516.82 1© N 173649.77 E 1173923.85 74 N 173634.56 E 1174062.98 15 N 173664.80 E 1174105.51 16 N 173774.12 E 1174257.52 N 173658.91 E 1174322.00 N 173519.96 E 1174179.73 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 95 PLAT BK. E, PG. 280 S83' 45'23" F TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS AR ANSAS !� REGISTERS! PROFESSIONAL t� ENGINEER No.5033 '°TkE�;;"�'` PLAT BK. `-1 E, PG. 2,50 93 GON + ,y0 'cp lJ•� '.JV ��i x 68'40.35" 66 10p'S0 S� 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 G14 L '? '9 � t R434.26' CDNO4'53'38" E 92 LC107,39' PLAT 8K. D, PG. 844 \ R384.26' j CDS 1 1406105" W LC 12.94' S81'55'29"E c>I11 �( 87.13 I 8658'S5 18 = 179'01'30 N ? 1 3 zs.c• I e _ �- h {) a rn IN v> G rn 10. 2 Mi 7 ;�¢,72 S87'27'33'W 524.76' TRACT "L" PLAT BK. D, PG. i9 PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS 'Rw•............... b •• STATF OF l ARKANSAS NO, 1281 �fC �... S,CH-�E ?r1 . L LA�S��'. 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 r� 37 PLAT BK, 0, PG, 782 38 PLAT 8K. H, PG. 935 3 O �n 39 PLAT 8K. H. PG. 9.35 40 PLAT BK. H, PG. 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 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. �O �OD1710AfAL / SEME�7TS Tj c Qu,PLro TM,vly Jjh7-r5 8-z-07 _ _ �EAITE2POIAtT LPJ4ReJ "WH a 41 PLAT BK. H, PG. 935 LOTS 23 through 30 LOTS 88 through 91 42 PLAT BK. H, PC. 935 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� i g CIVIL ENGINEERING, LAND PLANNING R DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 07-541P