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HomeMy WebLinkAboutS-0045-A-74 Map 1CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER vA m r CA0 2� � MABELVALE WEST RD. a.C.CiRCLE m ptt£R CREEK SouTH RD. w IS VICINITY MAP THIS PLAT a NTS 3 3 ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) MONUMENT 1 N 1 16278.28 E 1 189307.89 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 4 N 11-6113.52 E 1189386.96 SET 1/2" IRON PIN 5 N 115977.26 _ E _ 1189365.17 _ SET 1/T IRON PIN_,_. 6 N 116004.24 E 1189141.78 SET 1/2" IRON PIN Southwest Curner NEI/4 NW1/'4 SECTION 9 d 1 - J, o �I 2 R25.00' _.--___--- R50.0) O � CDN79'46'147E CDN61'57'38'E \ LC16.91' LC3.41' LOT it, OTTER CREEK SOUTH NL1c NW !4 3E11/4 NW1/4 R430.00' CDN7527' 12" E LC350.77' PART OF THE NW1/4 OF SECTION 9, T-1—S, R-13—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NE1/4 NW1/4, SECTION 9; THENCE S02704'36"W ALONG THE WEST LINE OF THE SE1/4 NW1/4, SECTION 9, 51.17 FT.; THENCE S45'27'20"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 N75'27'127E, 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 S5506'03"E, E5.00 FT. 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 CHORD BEARING AND DISTANCE OF S2557'19"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 SO9'05'49"W. 138.00 FT.; THENCE N83'06'45"W, 225.01 FT.; THENCE N31'13'19"E. 320.45 FT TO THE POINT OF BEGINNING, CONTAINING 46,195 SQ. FT. OR 1.0605 ACRES MORE OR LESS. ATE 1; 4 NTV1/4 SECTION 9 T-1 -S. R-13-W SE11'4 N071/4 SECTION' 9 T- 1 S, R-- 13- ar 60 0 60 180 Scale 1" = 60 -F R50.00' " CDN89'37'51"E LC61.92' R602.96' CDS56'06'03' E LC85.00' R602.96�--- CDS63'5O'33" E �,` ,(I C77,82' /rS25-57��� O 0.00'�'19"E LC66.38' c/ o /fin, LOT > > l �O 46,195 SQ. FT./ 1.0605 ACRES / R60 2.96' I CDS09'05'49"W —� LC138.00' ' 15' i smt—� © N83'06'45" W 225.01 ' 60.0, I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, ................ MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY �G15TER'•., ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL .............. °SOF ", SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ,e AR SAS ROCK SUBDIVISION RULES AND REGULATIONS ' 1251 ` HAVE BEEN COMPLIED WITH. S AT 9E�q, o •�;• _ DATE OF EXECUTION 430 INVESTMENTS, LLC E JrO9et ...Wti ' 8201 Cantrell Rd. Suite 315 • "`"NAL LA ..••'' DATE EXECUTION I M. Little Rock, AR 72227 •.,,,,•PALL WHITE ...........• REGISTERED LAND SURVEYOR NO. 1231, ARKANSAS C INSTRUMENT NO. a 30.4d 9 70 CERTIFICATE OF ENGINEERING ACCURACY f' ,A A T E p `�. I, TIMOTHY E. DATERS, HEREBY CERTIFY r AR Ai AS N THAT THIS PLAT CORRECTLY REPRESENTS A i PLAN MADE BY ME, AND THAT THE REGISTERED ENGINEERING REQUIREMENTS OF THE LITTLE PROFESSIONAL ROCK SUBDIVISION RULES AND REGULATIO S SRii1NBER ( HAVE BEEN COMPLIED WITH. No.5033��' v� DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING 2008032297 Received: 5/1s;12008 10:59:36 AM Recorded: 05112/2008 11:03:38 AM Filed & Recorded in Official Recorf�s of PAT O'BRIEN, PULASKI COUNTY CIRCUI?!COUNTY CLERK Fees $15.00 fbAs-'4'Auoq o322gLe 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 Coa7Y, '5 — DATE OF EXECUTION 2610 ACRES—CLC P.O. Box 23670 Little Rock, AR 72221-3670 INSTRUMENT NO. 200-50a&243 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, F1 L PLAT LITTLE ROCK, PULASKI COUNTY, ARKANSAS As Sign d BY: DATE.— APRIL, 2008 L © VVffff f/L's-DA llldlld6Y QY. tIWYY\l/icl!!]I Tz% lI ic. CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Jor3# oe-ZoroP