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HomeMy WebLinkAboutS-0045-A-74 Map 47 A r^ w 0 �O I Z' Ijl � MABELVALE WEST RD. O.C.CIRCLE g m OTTER CREEK SOUTH RO. w c�' o VICINITY MAP THIS PLAT NTS 3 Southwest isomer NE1/4 NW1j4 iF - a 3� M'I^ a' o ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) MONUMENT N 1 1_E278.28 E 1189307.89 SET 1/2"_ IRON PIN 2 N 116243.97 E 1189377.74 SET 1/2" IRON PIN 3 N 116184.29 E 1189406.79 SET 1/2" IRON PIN I1 4 N 1 161 13.52 E 1189386.98 1/2" IRON PIN 5_ N 115977 26 E 1189365 17 _ _SET SET 1/2"_-IRON PIN 6 N 116004.24 . E 1 189141.78 SET 1 /2" IRON PIN I I . I I � v i \. R25.00' R50.00' \ CDN79'46'14"E CDN61'57'38"E '� LC16.91' LC3.41' I 60 0 60 180 Scale 1" = 60 f-t NE 114 ATTV-1114 SECTION 9 T-1 -S, R-13-W zoo / V �Oti NE1/4 NV. /4 Q yyF, SEI /4 NW'/4 \- R430.00' CDN7527' 12" E LC350.77' SE114 NW1/4 SECTIO V 9 ''-1-S, R- 13-W LOT 11, OTTER CREEK SOUTH PART OF THE NW1/4 OF SECTION 9, T-1-S, P,-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NEt/4 NW1/4, SECTION 9; THENCE SOZ04'36"W ALONG THE WEST LINE OF THE SE1/4 NW1/4, SECTION 9, 51.17 FT.; THENCE S4527'20"E, 126.42 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF C.E. TOLAND COURT; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: (1) NORTHEASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N61'57'38"E, 3.41 FT.; (2) NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N79'46'14"E, 16.91 FT.; (3) NORTHEASTERLY ALONG THE ARC OF A 430.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N75727'12"E, 350.77 FT.; (4) N51'22'50"E, 220.37 FT. AND (5) NORTHEASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N89'37'51"E, 61.92 FT. TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF OTTER CREEK SOUTH ROAD; THENCE SOUTHEASTERLY ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE BEING THE ARC OF A 602.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S56'06'03"E, 85.00 Fi. TO THE POINT OF BEGINNING; THENCE SOUTHEASTERLY CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE BEING THE ARC OF A 602.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S63'50'33"E, 77,82 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE BEING THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHCRD BEARING AND DISTANCE OF S25757'19"E, 66.38 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF WILLIAM DILLARD DRIVE; THENCE S15'37'56"W ALONG SAID WEST RIGHT-OF-WAY LINE, 73.49 FT.; THENCE SOUTHERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 602.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S09'05'49"W, 138.00 Fr.; THENCE N83'06'45"W, 225.01 FT.; THENCE N31'13'19"E, 320.45 FT. TD THE POINT OF BEGINNING, CONTAINING 46,195 SQ. FT. OR 1.0605 ACRES MORE OR LESS. R50.00' CDN89'37'51"E LC61.92' R602.96' CDS5606'03" E LC85.00' R602.96' U CDS63.50'33" E LC77,82` ` / O O �y h R50.00'T C S25'57'19'E ` 66.38'AD r LOT I I l �C 46,195 SQ. FT./ 1.0605 ACRES / R60 2.96' / CDS09'0`i'49"W LC138.00' 15' Esmt .I © N83'06'45" W 225.01' I I 60.0' It ='V„::_ 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 rtiC,ISTER� •,, ARE CORRECTLY SHOWN HEREON AND THAT ALL r sT or• ••,, . 's SURVEYING REQUIREMENTS OF THE LITTLE rr AR SAS ' ; ROCK SUBDIVISION RULES AND REGULATIONS s 1281 .. HAVE BEEN COMPLIED WITH. /S AT RE ® .q t w0'r •''••.,NAP.I`1�SvrDAT�TION ,,L LPAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY OF " "f 'i, I, TIMOTHY E. DATERS, HEREBY CERTIFY A A: SAS N THAT THIS PLAT CORRECTLY REPRESENTS A REGISTERED PLAN MADE BY ME, AND THAT THE PROFESSIONAL% ENGINEERING REQUIREMENTS OF THE LITTLE 6�S1® >ZNESSIO ROCK SUBDIVISION RULES AND REGULATIO S HAVE BEEN COMPLIED WITH. N0.5033d�� DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING 2008032297 Received:5/12/2008 10:59:36 AM Recorded: 05/12/2008 11:0:38 AM Filed 8 Recorded in Official Records of PAT O'BRIEN, ` •ENE Cli PULASKI COUNTY CIRCUJICOUNTY CLERK f F 91tl�4 Fees $15.00 (bns-*'--Auog 03:?zgU 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: 1:133000 Otter 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. S - /o. '0 S DATE OF EXECUTION 430 INVESTMENTS, LLC 8201 Cantrell Rd. Suite . Little Rock, AR 72227 -c INSTRUMENT NO. a 8 '50 - /d - OS DATE OF EXECUTION 2610 ACRE , LC P.O. Box 23670 Little Rock, AR 72221-3E INSTRUMENT NO. 019050e' 6'293 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 NO 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 0093 F, dated Oct. 19, 2001) PLAT OF LOT 11 Creek South Addition AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PART OF THE NW1/4 OF SECTION 9, T-1-S, R-13-W, FINAL PL T LITTLE ROCK, PULASKI COUNTY, ARKANSAS As Signed APRIL, 2008 BY: DATE: -s q4 © VV MFM�U! AI! I1t1f.1hY & /'SWLLl/U..f1r1S 11 L'w�y M V C. JaCML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 JOE5# O6-2C &p