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HomeMy WebLinkAboutS-1278-A Map 3S E 759IL IVGI LI1Wcsl GVI Ilcl __ NW1/4 - - - - _- - - Section 14 - - -- - - T-2-N, R-14-W �. 1:0' AR&L E,SEId_NT C' M ry ARKANSAS STATE PLANE COORDINATES NORTH ZONE 1 N 175478.21 E 1169901.45 2 N 175467.68 E 1169910.51 I 3 N 175462.80 E 1169942.73 4 N 175487.57 E 1169991.52 E 1170013.77 5223.61 E 1169860.39 4928.54 E 1169727.72 V5431.85 -468.49 E 1159284.95 4193.89 E 1169167.89 4061.01 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 1 N 174970.15 E 1169684.49 1 N 175228.33 E 1169800.57 N 17540244 E 1169872.74 N 175434.99 E 1169872.68 N 175445.59 E 1169863.55 I 100 0 100 Scale 1" -- 100 If t 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 FC GRASS FARM PARTNERSHIP 900 S. SHACKLEFORD SUITE 300 LITTLE ROCK, AR 72111 300 94-56273 ■ INSTRUMENT NO. DATE OF EXECUTION JAMES FRANK LYO JR. TRUSTEE OF THE JAMES FRANK LYON JR. REVOCABLE TRUST C/O WINGMEAD INC. # 1 RIVERFRONT PLACE, SUITE 400 NORTH LITTLE ROCK, AR 72114 INSTRUMENT NO. 2000-09111 54i 44 �""`�--_� 1rd'4�O,tSTE�'•.� CERTIFICATE OF SURVEYING ACCURACY I `°STATE OF '% 4 NSAs �° 's 1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS 128 ? = PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL p E ' ; : MONUMENTS REQUIRED ACTUALLY EXIST AND "� •i p ARE CORRECTLY SHOWN HEREON AND THAT ALL Et�S•'yS2titv1,......:,Q i SURVEYING REQUIREMENTS OF THE LITTLE / SUBDIVISIONROCK RULES '•�N9LLA�,S } HAVE BEEN CO PUEDITH. REGULATIONS j+ i DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NQ. +281, ARKANSAS `� All AAS LC97.32 '1 ItECISTECERTIFICATE OF ENGINEERING ACCURACY PROFESSIONAL it " ENGINEER I �`•'s'� � -' I, TIMOTHY E. DATERS, HERESY CERTIFY CC, THAT THIS PLAT CORRECTLY REPRESENTS A �r M0.5033 4Z' PLAN MADE �0T�Y E QP�/ ENGINEERING B REME, OF THE LITTLE ROCK SUBDIVISION RULES AND RE ATIONS i HAVE BEEN COMPLIED R150.00 / CDS05'39'5 'W j ILC217.20' CDS810'23'23"E DATE OF EXECUTION TIMOTHY E. DATERS LC32.59' REGISTERED PROFESSIONAL Aa ENGINEER NO. 5033, ARKANSAS R305.00' tr 4 LC54.725'09"E i 3 Oo O 0\ 19 .,P ^ 1. t V R25.00' / point of beginning CDN00'06' 17" W LC32.55' / CERTIFICATE OF FINAL APPROVAL P,305.00' --� / R245.00' 11 CDiv2� 3v'45" E rrNczF•7 ,"27--I. W LC188.47' / LC258.64' PURSUANT TO THE LITTLE ROCK SUBDIVISION pr RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED. THIS DOCUMENT IS HEREBY 1© © ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. R420.00' ,2 , 7 o �ah�i 1 /1 If I, CDN24' 12 34' E / DATE OF EXECUTION LITTLE ROCK PLANNING LC283.08' , CVMMiSSIGN / R480.00' CDS24.12'34" W LC323.52' 60, CERTIFICATE OF RECORDING I \ i1iiS DOCVMENT, NUMBE �� 22 FILED F O7 RECOR, 20e)(� IN PtkT BOOK •` �F _C/RC h`'= s PAGE &6 ) `i ^ ) o •"' ZC x .yp • CAROLYN STALEY, Circuit C' f,'. GENERAL NOTES: a..'{` a 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN ARE TO BE USED ' FOR DRAINAGE ANC/OR IIITII TIES. "0 <S 3. LOTS WITH ROUNDED CORNERS ARE htK G ��? MEASURED rTO A POINT OF INTERSECTION 00 O. LINES AND NO ITS ON A CURVE. l \^j 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. hk LEGAL DESCRIPTION 5. ERROR OF CLOSURE: 1:133000 ' V�y/ 5k PART OF THE W1/2 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; TH-NC', -,3731'00"E ALONG THE NORTH LINE OF SAID NW1/4, 751C7 / 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 R480.00' I CDN23'05' 16" E � LC341.15'T/ R420.00' j I / CDS23'05'16"W LC298.51 ' j ; t 14 iI _ ' S8T3C'36"W If i ! � 3 ' -rvu niJi eer 1178,34' 1 I 01 # 2073 �p Ui ^ t { R25.00' o I ! v CDN4716'20''E z LC35.36' Q I R25.00' --- N8743'28"W N80' e ,� A 55.02''21"w Hrn NS'A S =1 112' STATE' HIU-go WAY NO. 10 �N 0 4 o �^ 1 PAGIS Marker # 2073 AZ MK i it g I THIS PLAT 3 I ! < ARKANSAS STATE HWY. 10 n r i I CNENONC'J'o VICINITY MAP P�kWAti NITS i FT.; THENCE S77*2130"E, 543.44 FT., THENCE S224054W, 300.46 100 YEAR FL000 BOUNDARY AS SHOWN ON THE FLOODWAY, FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 286.48 FT. RADIU5 FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S57*32'21'E. FOR PULASKI COUNTY, ARKANSAS. 97.32 FT.; THENCE S4745'36"E, 103.45 FT.; THENCE SOUTHERLY ALONG FIRM COMMUNITY PANEL If 050179 0253 0, AUG. 5, 1991 THE ARC OF A 150.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING THE OF 5250 2THENCE AND N 050179 0261 C, MAY 16, 1983 1389FFBEGINNING; ft;rW THENCETN49C'1 53"E,S4004 O7'E, 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.; THENCE NORTHEASTERLY ALONG THE ARC OF A 305.00 FT. RADIUS CURVE TO THE R;GfiT, A CHORD BEARING AND DISTANCE OF N6301-'G3-'-, 34.72 FT.; THENCE S21'46'01"E, 60.00 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S3622'27"W, 258.64 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD SEARING AND DISTANCE OF S24'12'34"W. 323.52 FT.; THENCE S43'54'13"W, 638.51 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 420.00 FT. RADIUS CURVE TO THE LEFT. A CHORD BEARING AND DISTANCE OF S23'05'16"W, 298.51 FT.; THENCE S0716'19"W, 132.99 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A. CHORD BEARING AND DISTANCE OF S3854'31"E, 3^_.^_^ FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY. # 10; THENCE N8905'21"W ALONG SAID NORTH RIGHT-OF-WAY UNE. 52.12 FT.: IHENCE N87'43'28"W AND CONMNUING ALCNG SAID NORTH 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 N47*16'20"E. 35.36 FT.; THENCE NO716'tYE, 125.83FT.; THENCE n 4"' .00 11 V♦ZZ3 VV Z !V e1 •L V-;.Il�'•L!, I�l 1 `L.V ILV"`-N+116 I'll\V 0, I\ RIGHT A CHORD BEARING AND DISTANCE OF 1423'0516"E, 341.15 FT.; 038.J1 FT.; THENCE NORTHEASTERLY ALONNG .i;E - - ARC OF A 420.00 FT. RADIUS CURVE TO THE LEFT, A CHORD GEARING AND C1^TANCE OF N2411`3eE. 283.08 FT.; THENCE NORTHEAST-.. SLCNC-- --- THE ARC OF A 305.00 FT, RADIUS CURVE TO THE RIGHT. A CHORD BEARING "N' DIST'"Cc CF N=0'45"'E, 188.47 FT.; THENCE NORTHERLY ALONG THE ARC OF A 25.00 FT, RADIUS CURVE TO THE LEFT. A CHORD BEARING AND DISTANCE OF NOCI06'17'W, 32.55 FT.; THENCE N4043'OYW. 13.98 FT.; THENCE N4716'53"E. 25.00 FT. TO THE POINT OF BEGINNING. r: AIl:a.G 166,159 SQ. FT. OR 2.4369 ACRES MORE OR LEq; DEDI CATION PLA T VALLEY RANCH DRIVE & HIGHLANDS LANE BEING PART OF THE W 1 /2 OF SECTIONS 14 TOWNSHIP 2 NORTH, RANGE 14 WEST PULASKI COUNTY, ARKANSAS FEBRUARY, 2001 Wl�l1LJ!FC DA lil1iM A A MYOLU1<1anYy H4C. • CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUING CIRCLE LITTLE ROCK, ARKANSAS 72223 0 % V n Job No. 01-0052 IneL, ;00Z OC ZT CT OZ Q2j and 9 1