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Home My WebLink AboutS-0285-WWW Map 9CERTIFICATE 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 25.0' PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS 10' RIGHT-OF-WAY DEDICATION THIS PLAT (3,398 So. FT.) CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD 20 PAGE �/ ��/�'ee zi p G 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 25' BLDG. LINE 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. DATE OF EXECUTION BY RANCH PROPERTIES,INC. 900 S. SHACKLEFORD, SUITE 300 LITTLE ROCK, AR 72211 INSTRUMENT NO. 89 62166 i\IW11/4 NE1 j4 SECTION 14 S87'35'41"E 1656.52' 1646.52' NW1/4 NE1/4 SW1/4 NE7/4 25' BLDG. LINE 1001.20' 1487'32'42"W 1011.20' N PLAT OF TRA CT J THE RANCH AN ADDITION TO THE CITY OF LITTLE R 0 CK, ARKANSA S BEING PART OF THE NE 1 /4, SECTION 14 LITTLE ROCK, PULASKI COUNTY, ARKANSAS V V 1 MARCH, 2006 �wArjw vA7Amff&AmvcrA77m m w. aawa uvo w...c . nnulon. a�m� N NNIO a1LIF 11111E NP: M(YpK Rtf3 STONEBRIDGE APAR TiVENT,S 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 N0258'18"EALONG THE WEST LINE OF THE E1/2, SAID SECTION 14, 339.81 FT. TO THE SOUTHWEST CORNER OF THE N3/4 NWi/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 i rM C T J i. 'U1J Oli: QD �'z3: o�oc N36'35' 14"W F 60.00 — RICHr-of-wnr DEDICAToN " 50.00' THIS PLAT (5.409 SQ. ON R542.96' - CDN49'47'03' E % LC64.83' / / / / WEST LINE OF LOT 268, CYPRESS POINT WEST, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S03'37'03"E ALONG SAID WEST LINE AND ALONG THE WEST LINE / OF LOT 267, SAID CYPRESS POINT WEST, 186.11 FT. TO THE SOUTHWEST CORNER OF SAID (� / LOT 267; THENCE S19'46'32"E ALONG THE WEST RIGHT—OF—WAY LINE OF BUCKLAND A_�vi ROAD AND ALONG THE WEST LINE OF LOT 266, SAID CYPRESS POINT WEST, 361.78 FT. TO 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) y/ / S60'59'42"W, 222.33 FT.; (2) S6755'31"W, 216.27 (3) S49'37'25W, 122.49 FT. AND (4) S76'22'09"W, 93.53 FT. TO THE % WESTERNMOST CORNER OF SAID TRACT S; THENCE N351515"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 OF S73'36'3CW, 18.56 FT. TO A POINT ON THE EASTERLY RIGHT—OF—WAY yr m LINE OF CHENONCEAU BLVD.; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT—OF—WAY LINE BEING THE ARC OF A 542.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N49'47'03"E, 64.83 FT.; THENCE N3635'14 W, 60.00 FT. TO THE NORTHEAST CORNER OF SAID TRACT G—R, THE RANCH; THENCE N31'09'12'W ALONG THE NORTH LINE OF TRACT G—R, 131.40 FT.; THENCE N8732'42"W CONTINUING ALONG SAID rj�L NORTH LINE, 1011.20 FT. TO THE POINT OF BEGINNING, CONTAINING V 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 COMMLRM PANEL 1 050181 0029 F, DATED OCT. 19, 2001) I Vi Z R25.00' CDS73'36'36"W L LC 18, 56' . ) I GENERAL NOTES: 0 0 60 Scale 1" = 60 ft N3/4 W1/14 EV/4 NE71/4 SECTION 14 332.94' N3,'4 WI '4 NS, i:OY. NER 5E., NE sE'4 ncN , 268 — � f I CD 0 � Crl 00 w 1 I � J O Crl 267 Tr1 CYPRESS POINT TVEST JPK. C, PC. 668 N7757'17E j 55.07' ROAD RIGHT-OF-WAY DEDICATION THIS PLAT (4,298 SQ. F7.) J N19'46'3YW 85.10' ` Z �I a �"p0o C�P90F �'� `9 200 O0 S7757'1YW %06' U) I 266 SET 1/2' IRON PIN �W/ CAP (W/D 1261) N / tih o '(\�� / i ARKAXSAS BAPTIST SCHOOL �0 0" � � AV o i / TRACT S, THE RANCH PL'T BK. D, PG. 265 o. SET 1/Y IRON PIN W/ CAP (W/D 1281) S16 22 �('� W® / / 9353 AR STATE PLANE COORDINATES (NORTH ZONE) 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 17117.00 E 1171034 74 FND. 1/2'_ IRON PIN W/ CAP (WjD 1281) N-_175646.35 E 1171052.36 _ FND. 1 Y REHAR ----- /- _._ N _ 175576 85... E 1172707.41 __ 112'_ REBA_R 175391.11 __ _ E 1172719.15 _ _. - _FND. FND IjY REBM N 175050.67 _ E 1772841.56 MONUMENT SET ON NORTH CREEK BANK 174942.86 E 1172647.11 NO _ _NO MONUMENT SET (UNDER WATER) N_1_74861.58 E 1172446.70 NO MONUMENT SET UNDER WATER N 17478224 _._ E 117235339 _ _ NO MONUMENT SET UNDER WATER- _ _ N_ 174760.20 __ _ E 1172262.49 __,- OFFSET MONUMENT SET ON NORTH CREEK BANK N_17492450 1N E 117214635 ____ __ SET 1[Y IRON PIN W/ CAP (W/D 1281) N 175066.43E 1172117.05 SET t/Y IRON PIN W[ CAP (W/D 1261) N 175061 20 __ E 1172099 24 _ __ SET 1/Y IRON PIN W/ CAP (W/D 1281) N 175103.05 E 1172148.14 t/Y IRON PIN w/_ CAP w/D t281) N175151.23___ ---h-115263.67 E 1172112.98 _SET _ __ SET 1/2' IRON PIN W/ CAP �W/D 1281) E 1172045.00 FND. 1/2' IRON PIN W/ CAP (W/D 1281) 265 Job No. 06-252P