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Home My WebLink AboutS-0285-WWW Map 653 R 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 10' RIGHT-OF-WAY DEDICATION THIS PLAT (3,398 SQ. FT.) 25.0. 1 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD 20 PAGE 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 ,FILED FOR ,IN PLAT BOOK PLA T OF � 25' BLDG. LINE xa0[al_\I4Kilmi]ww xz 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 NW1/4 NE1/4 SECTION 14 S87°35'41"E 1656.52' 1646.52' NW1/4 NE1/4 SW1/4 NEI/4 25' BLDG. LINE Inn 1.2n, N87'32'42"W 1011.20' TRA CT J THE RANCH ANQ,ADDI TION TO THE CITY OF LITTLE R 0 CK, ARKANSAS „�� BEING PART OF THE NE 1 /4, SECTION 14 1 ✓�'o� h ITTLE ROCK, PULASKI COUNTY, ARKANSAS MARCH, 2006 r oy Si�l1 Ck �erv�ranwzrms�esesnas�mac as wwm.n uo r,r..o . moa,ar. snow x. nYun ane wu m wr..rsw rma STONEBRIDCE APARTAIE'NTS TRACT G-R, THE RANCH PLAT BK. H, PG. 224 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 NO2'58'18"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 NW1/4 NE1/4 AND THE SOUTH LINE OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14, 1656.52 FT. TO THE SOUTHEAST CORNER OF SAID N3 4 W1 4 NE1 4 NE1 4 SAID CORNER LYING ON 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 CT J I. 0, N3635' 14'W m 60.00' - --� RIGHT-OF-WAY DEDICATION / R542.96' / SO.00' - THIS PLAT (5,409 SO. FT.) CDN49'47'03" E / ® / LC64.83' -----�'� a as i WEST LINE OF LOT 268, CYPRESS POINT WEST, AN ADDITION TO THE CITY OF LITTLE ROCK, / R25.00' ARKANSAS; THENCE S03'37'OS'E ALONG SAID WEST LINE AND ALONG THE WEST LINE CDS73`36'36"W OF LOT 267, SAID CYPRESS POINT WEST, 186.11 FT. TO THE SOUTHWEST CORNER OF SAID LC18.56' LOT 267; THENCE S19'46'3fE ALONG THE WEST RIGHT-OF-WAY LINE OF BUCKLAND W ROAD AND ALONG THE WEST LINE OF LOT 266, SAID CYPRESS POINT WEST, 361.78 FT. TO \vV A POINT ON THE NORTH LINE OF TRACT S, SAID THE RANCH; THENCE SOUTHWESTERLY ji Q�Y, ALONG THE NORTH LINE OF SAID TRACT S THE FOLLOWING: (1) Y, / S6959'42"W, 222.33 FT.; (2) S6755'31"W, 216.27 (3) S49'37'25-W, 122.49 FT. AND (4) S76'22'09"W, 93.53 FT. TO THE o /' e WESTERNMOST CORNER OF SAID TRACT S; THENCE N35'15'15'W, 201.20 FT.; THENCE N11*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 j `�/ -V / OF S7336'3CW, 18.56 FT. TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF CHENONCEAU BLVD.; THENCE NORTHEASTERLY ALONG SAID �f e / EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 542.96 FT. RADIUS CURVE 0 TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N49'47'03"E, 64.83 f FT.; THENCE N36'35'14 W, 60.00 FT. TO THE NORTHEAST CORNER OF % SAID TRACT G-R, THE RANCH; THENCE N31'09'12'W ALONG THE NORTH LINE y 1 OF TRACT G-R, 131.40 FT.; THENCE N8732'42"W CONTINUING ALONG SAID NORTH LINE, 1011.20 FT. TO THE POINT OF BEGINNING, CONTAINING 18.9501 ACRES MORE OR LESS. 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 COMMUIVY PANEL % 050181 D029 F, DATED OCT. 19, 2001) ' I GENERAL NOTES:- Rf� .0 0 .0 180 =�m = m— —_ Scale •0 ft N3/4 W1/4 NE1/4 NE1/4 SECTION 14 332.94' � , SE CORNER N3/4 Wt, 4 NEI/4 NEI/4 SECT.ON 14 968 267 r, CYPRESS POINT WEST PLAT BK. G, PG. 668 N7757'1 rE 1 55.07' QOAD. l � RIGHT-OF-WAY DEDICATION THIS PLAT (4,298 SQ. FT.) N1946'32" W —► i 85.10' I --- 266 26.1 ---- 572'S750r066' . I jIN� \ CID. w W z z 3 SET 1/2 IRON PIN 1 Ya 10AP f� 0 ?s 00 O �s T c( / •0. '�os / \ 3N 55' �s _]RIv#ATSAS BAPTIST SCIIOOL r'0 / � o / / TRACT S, THE RANCH PLAT BK. D, PG. 265 / C� SET 1/1* IRON PIN W/ CAP (W/O 1281) m 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 S, c;'1T OT N / 93.53' z AR STATE PLANE COORDINATES (NORTH ZONE) N175307.00 E 1171034.74 74 FND 1/r PIN W/ CAP (W/D 1281) N 175646.35 E _ 1171052 36 - ,IRON FND. 1/2 REBAR N 175576 85 -_ E 1172707 41 1/Y REBAR - N_175391 11- -- E 1172719 15 - _FND FND. VT REBAR -- N_175050 67 __ E 1172841 56 MONUMENT SET ON NORTH CREEK BANK N 174942 86 E 1172647 11 _OFFSET MONUMENT SET (UNDER WATER) N 74 1861 58 - E 1172446 70 _ -NO - NO MONUMENT SET (UNDER WATER) N 174782 24 E 1172353 39 NO MONUMENT SET (UNDER WATER) - N IN 174760 20 E 1172262 49 OFFSET MONUMENT SET ON NORTH CREEK BANK N 17492450 E 117214635 _SET i/Y IRON PIN W/ CAP (W/D 1261) N 175066 43 1172117 05 SET �2" IRON PIN W/ CAP (W/O 1281) N 175061 20 ------ _E E 1172099 24 _ _ SET i/Y IRON PIN W/ CAP (W/D 1281) N_17510305 E 117214874 _ SET 1/Y IRON PIN W/ CAP (W/D 1281) N 175151 23 E 11721.1298 1/ IRON PIN W/ CAP (W/D 1281) 175263.67 E 1172045.00 -_SET FND. I/Y IRON PIN W/ CAP (W/D 1281) tA Job No. 06-252P