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HomeMy WebLinkAboutS-1699 Map 3N CURVE LENGTH C1 40.53' C2 262.27' C3 83,52' CENTERLINE CURVE DATA DELTA TANGENT 05709'40" 20.28' 54.38'40" 142.07' 10944" 8" 57.35' LOT 3 RANCH WEST OFFICE PARK INSTR. 1 2008063655 VALLEY RANCH COURT UNRECOPDED RADIUS 450.00' -' 275.00 - 47.50' R420.00' CDN84.51'59" E LC37.82' ,.uv `tJ LJJ W 160.00' ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) N 175442,18 E 1170283.84 ? N 175502 12 _ E 1170281 17 3 N 175505 50 __ E_1170318 84 -_ 1 N 175570 58 E1170799.26 > __ N 175800 44 E 117101 1.04 i _N 175800.17 E _ 1171016 04 7 N 175051.81 E - 1170976 50 _ i 175057.87 E 1 170861.66 _ _ _N 3 - _ N 175041.00 - E_ 1170860_.77 _- _ N 175043.37 --E 1170815.83 - 1 N 175069.47 E 117_078.7.51_ - _N 175063.01 E 1170739.85 - N 174949.05 E -1 -170755.28 N 174902.71 E 1170413.17 5 N 174866.22 E 1170411.07 N 174875.38 E 1170251.34 UNRECORDED S82717'09 345.24 Scale 1" F'UTU'RE PHASE NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YR. FLOODPLAIN AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS •i PLAT CORRECTLY REPRESENTS A BOUNDARY S86'58'32" E 1STE/��� •.,`` SURVEY MADE OR VERIFIED BY ME, ALL 5.00' ,J sTATEO>: t MONUMENTS REQUIRED ACTUALLY EXIST AND O © } NSAS ARE CORRECTLY SHOWN HEREON AND THAT ALL T 1� SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND EGULATIONS s .A SIONAT J: f HAVE BEEN COMPLIED WITH. 150 J'r� N .. LL DATE OF EXECUTION PAUL M. WHITE 50 ft REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS R245.GO' CDN42.39' 1 T E I_C312.54' N86.58'32"W 45.00, o R25.00' a '20'4111W co LC38.51 ' JO JZ W 115.00' TRACT J THE RANCH TRACT G-R THE RANCH ��- CERTIFICATE OF ENGINEERING ACCURACY �of- AR rANSA4 1, TIMOTHY E. DATERS, HEREBY CERTIFY * * * THAT THIS PLAT CORRECTLY REPRESENTS A 1tECIS`i'EKED PLAN MADE BY ME, AND THAT THE 1PB O FES S I O N A L ENGINEERING REQUIREMENTS OF THE LITTLE ANGINEER ROCK SUBDIVISION RULES AND LATIONS HAVE BEEN COMPLIED WITH. N0.5033 DATE OF GECLITION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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: EXCEEDS 1:20,000 6, ALL RIGHT-OF-WAY RADIUS AT INTERSECTIONS IS 25 FT., 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 TH THIS PLAT` 3 owl 3 DATE OF EXECUTION INSTRUMENT NO JIMI PACE CJ/ PACE CONSTUCTION. LLC 160 BUCKLAND PLACE LITTLE ROCK, AR 72223 2012058921 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. Y�30/13 ��e/i'zt_/2z/e�✓ DATE OF EXECUTION EDWARD K. WILLIS FC GRASS FARMS PARTNERSHIP 900 S. SHACKLEFORD, SUITE 300 LITTLE ROCK, AR 72211 INSTRUMENT NO 89 62166 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 PLAN COMMISSION UNLESS NOTED OTHERWISE. CERTIFICATE OF RECORDING 7. ALL LOTS HAVE AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT ADJACENT TO THE PROPERTY LINE. LOTS 8-13 AND 33-41, BLOCK 1, 2013032011 Received: 4/30/2013 11:02:31 AM HAVE A 12 FT. FRONT EASEMENT. Recorded: 04/30/2013 11:06:40 AM Filed B 8. NO LOT MAY HAVE VEHICULAR ACCESS TO VALLEY RANCH DRIVE OR Recorded in Official Records of Larry Crane, PATRICK COUNTRY ROAD. Fees $1 I COUNTY CIRCUIT/COUNTY CLERK Fees 515.00 9. ALL FRONT BUILDING SETBACK LINES ARE 15.0 FT. ALL REAR BUILDING SETBACK LINES ARE 20.0 FT. �(� t1I ALL SIDEYARD BUILDING SETBACK LINES ARE 5.0 FT. 1lU t� �� �o�6t PLA T OF LEGAL DESCRIPTION PART OF THE W1/2 OF SECTION 14, T-2-N. R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 3, RANCH WEST OFFICE PARK, LITTLE ROCK, ARKANSAS; THENCE NO2.33'11"W, II FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF VALLEY RANCH DRIVE; THENCE EASTERLY ALONG THE ARC OF A 420.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N84.51'59"E, 37.82 FT.; THENCE N82.17'09"E, 484.81 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N4739'19"E, 312.54 FT.; THENCE S86.58'32"E, 5.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF PATRICK COUNTRY ROAD- THENCE S03'01'28"W ALONG SAID WEST RIGHT-OF-WAY LINE, 749.41 FT.; THENCE N86.58'32"W, 115.00 FT.; THENCE S03.01'28"W, 16.90 FT.; THENCE N86.58'32"W, 45.00 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N47*20'41"W, 38.51 FT.; THENCE S8717'09"W, 48.10 FT.; THENCE S07'42'51"E, 115.00 FT.; THENCE S8717'OTW, 345.24 FT.; THENCE S03.16'57"W, 36.55 FT.; THENCE N86.43'03"W, 160.00 FT. TO A POINT ON THE SOUTHERLY EXTENSION OF THE EAST LINE OF SAID LOT 3, RANCH WEST OFFICE PARK; THENCE NO3'16'S7"E ALONG SAID EAST LINE, 567,73 FT. TO THE POINT OF BEGINNING, CONTAINING 434,748 SO. FT. OR 9.9804 ACRES MORE OR LESS. I LOTS 1-13 BLOCK 1 LOTS 33-41 BLOCK 1 TRACTS A, B & C BLOCK 1 LOTS 1-14 BLOCK 2 LOTS 1--6 BLOCK 3 AND R/W DEDI CA TION OF VALLEY RANCH DRIVE VALLEY RANCH SUBDIVISION AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS APRIL, 2013 PART OF THE W1/2 OF SECTION 14 T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS m s © VV tlt[4I1lCPll4Lfl ft /tYIIWY & LLAXY4YV..11lll t[ = mvc O CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUNG cIRCLE UTILE ROCK. ARKANSAS 72223 Job No.Y 13-093P