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Home My WebLink AboutS-0285-WWW Map 8CERTIFICATE 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 10, RIGHT-OF-WAY DEDICATION THIS PLAT (3,398 S0. FT.) 25.0' Cq ro I O W W I V v W Z IM0 90- ('� Fop. IN 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 25' BLOG. LINE 1 -- - _ 1 1 -- --- N87*32'42"W 1011.20' CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD 20 IN PLAT BOOK PAGE PLA T OF TRA C T J THE RAN CIS AN ADDITION TO THE CITY OF LITTLE R 0 CK, ARKANTSAS BEING PART OF THE NE 1 /4, SECTION 14 LITTLE ROCK, PULASKI COUNTY, ARKANSAS c-r� MARCH, 2006 �w�rsue�s.ueeoo�nms me as ao.wn eo nw..c . maa+o.. w..u.n RTIFICATE 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. DATE OF EXECUTION BY RANCH PROPERTIES,INC. 900 S. SHACKLEFORD, SUITE 300 LITTLE ROCK, AR 72211 INSTRUMENT NO. 89 62166 INW1/4 NE114 SECTION 14 NWI/4 NE1i4 SW1/4 NEI/4 25' BLDG. LINE STONEBRIDCE APARTAIENTS TRACT G-R, THE RANCH PLAT BK. H, PG. 224 S8735'41"E 1656.52' 1-646.52' - LEGAL DESCRIPTION PART OF THE NE1/4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT G-R, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE NOZ58'18"E ALONG THE WEST LINE OF THE E1/2, SAID SECTION 14, 339.81 FT. TO THE SOUTHWEST CORNER OF THE N3/4 NW1/4 NE1/4, SAID SECTION 14; THENCE S8735'41"E ALONG THE SOUTH LINE OF SAID N3/4 NWt/4 NE1/4 AND THE 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 TRA C T J l� c_ ® �y N36'35'14'W 60•00'RIGHT-OF-WAY DEDICATION i 50.00, THIS PLAT (5,409 SQ. FT.) R542.96' CDN49'47'03" E LC64.83'�� SOUTH LINE OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14, 1656.52 FT. TO THEJ I 1�/ SOUTHEAST CORNER OF SAID N3/4 W1/4 NE1/4 NE1/4, SAID CORNER LYING ON THE / °' /) 1 WEST LINE OF LOT 268, CYPRESS POINT WEST, AN ADDITION TO THE CITY OF LITTLE ROCK, R256 ARKANSAS; THENCE S03'37'03"E ALONG SAID WEST LINE AND ALONG THE WEST LINE / CDS73'36'3 9 1 OF LOT 267, SAID CYPRESS POINT WEST, 186.11 FT. TO THE SOUTHWEST CORNER OF SAID (� LC18.56' VA — LOT 267; THENCE S19'46'32"E ALONG THE WEST RIGHT-OF-WAY LINE OF BUCKLAND ROAD AND ALONG THE WEST LINE OF LOT 266, SAID CYPRESS POINT WEST, 361.78 FT. TO v A POINT ON THE NORTH LINE OF TRACT S, SAID THE RANCH; THENCE SOUTHWESTERLY ALONG THE NORTH LINE OF SAID TRACT S THE FOLLOWING: (1) S60'59'42"W, 222.33 FT.; (2) S6755'31"W, 216.27 (3) o S49.37'25'W, 122.49 FT. AND (4) S76'22'09"W, 93.53 FT. TO THE WESTERNMOST CORNER OF SAID TRACT S; THENCE N35'15'15"W, 201.20 FT.; THENCE Ni 1.39'52"W, 144.93 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE r OF S7Y36'36"W, 18.56 FT. TO A POINT ON THE EASTERLY RIGHT-OF-WAY v ` 0 LINE OF CHENONCEAU BLVD.; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 542.96 FT. RADIUS CURVE Q // TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N49'47'03"E, 64.83 FT.; THENCE N3635'147W, 60.00 FT. TO THE NORTHEAST CORNER OF 4 SAID TRACT G-R, THE RANCH; THENCE N31'09'120W ALONG THE NORTH LINE / OF TRACT G-R, 131.40 FT.; THENCE N8732'42"W CONTINUING ALONG SAID C NORTH LINE, 1011.20 FT. TO THE POINT OF BEGINNING, CONTAINING 18.9501 ACRES MORE OR LESS. f SOME PORTION OF THIS PROPERTY IS LOCATED 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 0029 F, DATED OCT. 19, 2001) 'SET , W/ w/ c Scale 1" •/ ft N3/4 W1/4 NE1/4 NE1/4 SECTION 14 N3/4 W1/4 NSE'�NER I 268 SECTION 14 �® CD N O W I • C5 CA 267 m CYPRESS POINT NEST JPLAT BK. G, PG. 668 N7757'IrE ' 55.0T - - ROAD -CKLA14 BU RIGHT-OF-Wqy DEDICATION THIS PLAT (4,298 SQ. FT.) - P J N19'46'3YW 85.10' 266 . _ 56.06' ti to CID 2 W z z 3 SET 1/Y IRON PIN /W/ CAP (W/D 1281) Ps 00� // �Izws"� Ort 19. 1OD 990-i�00 o 265 RV ` O 26 00 _ j0o i �e S6oh�� I 56?216 2� / ® ARKANSAS BAPTIST SCHOOL a S o / TRACT S, THE RANCH PLAT BK. D, PG. 265 ION PIN \✓� / ID 1281) 93 53 AR STATE PLANE COORDINATES (NORTH ZONE) GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL CORNERS, UNLESS NOTED OTHERWISE. 2. ALL EASEMENTS SHOWN :===: ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. ERROR OF CLOSURE: EXCEEDS 1:50,000 N.17530700_ _. E 1171034.74_ - FND. I/Y IRON PIN W/_CAP_(W/D1281).. N 175646_35 E 1171052.36 FND. I/Y REBAR / N_171176,85 _E_117270741 FND. 1/2" REBAR N_175391.11 N_175050.67 _ E E 1172719 15 1172841 56 _ FND. 1/2' REBAR OFFSET MONUMENT SET ON NORTH CREEK BANK i N 174942.86 E 1172647 11 NO MONUMENT SET UNDER WATER) `\ N-174861.58 E 1172446.70 _ -- NO MONUMENT SEf UNDER WATER) N 174782 24 E 1172353 39 _ NO MONUMENT SEf UNDER WATER) N 174760.20_.. E 1172262 49 OFFSET MONUMENT SET ON NORTH CREEK BANK _ N 174924.50_ E 1172146 35 SET 1/Y IRON PIN W/ CAP (W/D 1281) N - -175066.43 E 1172117 05 1/Y IRON PIN W/ CAP (W/D 1281) N 175061.20 - E 1172099 24 _.SET SET 1/2' IRON PIN W/ CAP (W/D 1281) N..175103.05 E 1172148 74 SET 1/Y IRON PIN W/ CAP (W/D 1281) N 175151.23 E 1172112.98 SET 1/Y IRON PIN W/ CAP (W/D 1281) N 175263.67 E 1172045.00 FIND. 1/Y IRON PIN W/ CAP (W/D 1281) Job No. 06-252P