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HomeMy WebLinkAboutS-1278-A Map 1S8T31'00"E 7Go • J✓.GT Northwest corner NW 1 /4- Section 14 - T-2-N, R-14-W c Aral EASEMENT I --'-- -- -- --- --! ._ _ =� of •-N ARKANSAS STATE PLANE COORDINATES NORTH ZONE 1 N 175478.21 E 1169902.45 2 N 175462.80 E 1169942.73 3 N 175467.68 E 1169910.51 4 N 175487.57 E 1169991.52 5 N 175431.85 E 1170013.77 6 IN 175223:61 E 1169860.39 7 N 174928.54 E 1169727.72 8 N 174468.49 E 1169284.95 9 N 174193.89 E-116916789 - 10 N 17161.01 E 1169162.62 11 N 174035.39 E 1169183.29 12 N 174046.55 E 1169076.98 1 N 174070.53 E 1169102.95 14 N 174196.27 E 1169107.94 1 N 174510.09 E 1169241,72 16 IN 174970.15 E 1169684.49 (1-t N 175228.33 E 1169800.57 18 N 175402.44 E 1169872.74 19 N 175434.99 E 1169872.68 0 N 175445.59 E 1169863.55 100 n 0 100 Scale 1" = 100 ft 300 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 D.R. PAGE INSTRUMENT NO. - DATE OF EXECUTION D.R. PAGE INSTRUMENT NO. - {' 4i •............... ••• • STATE OF 'aS ARKANSAS i NO.1281 O O SIGNATURE � ••A Ci s.`IIpN M, S••. ._AL LAB...••'' ®p/S�FTF pF '21'E ARKANSAS Z / REGISTEREB PROFESSIONAL A ENGINEER N0.5033 ioTyy E i0.00' 09 39'59"W R25.00' CDS81'23'23" E LC32.59' bFk oa, R305.00' CDN6,705'09" E LC54.72' O �N� o P,, �0 2 i j R'17W J CDN00'0617" / Point of beginning r LC32.55' \, t R305.0 CDN22'30'E '-.- / CDS36'22'27'W LC .4 E LC258.64' ! 1 / R420.00' CDN24'12'34"E LC283.08' / R480.00' CDS24' 12'34" W LC323.52' s CERTIFICATE OF RECORDING - THIS DOCUMENT, NUMBER FILED FOR \ O7 RECORD 20 IN PLAT BOOK / PAGE I / ro / 0 I LEGAL DESCRIPTION PART OF THE WI/2 OF SECTION 14, T-2-N, R-14-W, PULASKI COUNTY. ARKANSAS MORE PARTICULARLY DESCRIBED AS: / STARTING AT THE NORTHWEST CORNER OF THE NW1/4, SAID SECTION 14; THENCE S8731'00"E ALONG THE NORTH LINE OF SAID NW1/4, 759.07 ADDRESS ADDRESS 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 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 RTIFICATE OF FINAL APPROVA 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 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 / FT.; THENCE S01'40'35"W, 236.92 FT.; THENCE S34'31'44"E, 338.06 NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE FT.; THENCE S7721'30 E, 543.44 FT.; THENCE S2T40'54 W, 300.46 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, 15 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 286.48 FT. RADIUS FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S5732'21" E, FOR PULASKI COUNTY, ARKANSAS. / 97,32 FT.; THENCE S4745'36"E, 103.45 FT.; THENCE SOUTHERLY ALONG FIRM COMMUNITY PANEL # 050179 0253 D, AUG. 5, 1991 gyp, THE ARC OF A 150.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND # 050179 0261 C, MAY 16, 1983 AND DISTANCE OF S05'39'59"W 217.20 FT. TO THE POINT OF BEGINNING; / 8 THENCE N49'16'53'E, 25.00 R.; THENCE S40'43'07"E, 13.89 FT.; ---- THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S81'23'23"E, 32.59 FT.;�"o "�I�Ali R480.00' THENCE NORTHEASTERLY ALONG THE ARC OF A 305.00 FT. RADIUS CURVE TO CDN23'05'16"E / THE RIGHT, A CHORD BEARING AND DISTANCE OF N63'05'09"E, 54.72 FT.; j LC341.15'\ THENCE S21'46'01"E, 60.00 FT.; THENCE SOUTHWESTERLY ALONG THE ARC J \\ OF A 245.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S36'22'27"W, 258.64 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S24'12'34'W, 323.52 FT.; THENCE S4354'13"W, / 638.51 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 420.00 FT. R420.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 32.99 Fr.; THENCE i CDS23'05' 16W SOUTHEASTERLY ALONG THE HARC E1 OF A 25 00 FT.RADIUS CURVE TO THE LC298.51' LEFT, A CHORD BEARING AND DISTANCE OF S38-54'31"E, 32.92 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY. # 10; THENCE N80'05'21"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 52.12 FL; THENCE N8743'28"W AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 55.02 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S87'30'36"W f jr O9 N4716'20"E, 35.36 FT.; THENCE NO2'16'19"E, 125.83 FT.; THENCE w NORTHEASTERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N23'05'16"E, 341.15 FT.; PAGIS Marker 1178.34' M I o) p THENCE N43-54'13"E, 638.51 FT.; THENCE NORTHEASTERLY ALONG THE # 2073 CO L 1 0) ARC OF A 420.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND - - - - '-N M DISTANCE OF N24'i234"E,-283.08 FT.; THENCE NORTHEASTERLY ALONG -- R25.00' N I iN'- THE ARC OF A 305.00 FT, RADIUS CURVE TO THE RIGHT, A CHORD BEARING CDN47 16'20"E 0 0 AND DISTANCE OF N22'30'45"E, 188.47 FT.; THENCE NORTHERLY ALONG R25.00 THE ARC OF A 25.00 FT, RADIUS CURVE TO THE LEFT, A CHORD BEARING -- LC35.36'�Q I 0C �- AND DISTANCE OF N00'06'1TW, 32..0 FT.; THENCE N40'43OF BE 10 CDS38'54'31"E � 13.98 FT.; THENCE N49'16'53'E, 25.00 FT. TO THE POINT OF BEGINNING, -------- 12 LC32.92' CONTAINING 106,152 SQ. FT. OR 2.4369 ACRES MORE OR LESS. i - 11 N8743'28"W N80'p 55,02' j ARKANSAS 52.,2, STATE HIGH y1rA Y In 40 No. 10 a DE'DI CA TION PLA T q O m AGIS Mark 2073 AZe #MK VALLEY RANCH DRIVE & HIGHLANDS LANE BEING PART OF THE W 1 /2 OF SECTIONS 14 TOWNSHIP 2 NORTH, RANGE 14 WEST PULASKI COUNTY, ARKANSAS ^ Little Rock Wastewater Utility r�v/1 221 L:isi. GaPitol FEBRUARY, 2001 Little /6 2, Arkansas 72202 ' sal-3�6-zUa3 NO SF`y^JFR SERVICE AVAILAB \ AT THIS -TIME lam✓ By* �U` ©�YIFID1717E=IID.�717EE18.� d� .41.�.`��2'II.4171'1E�9 �Y� CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING �. 0 24 RAHUING CIRCLE LITTLE ROCK, ARKANSAS 72223 F ROCK ggrF� �'t` Job No. 01-0052 i"ed Iuk 9v ti ul d 4'jj ijj DATE - �Y