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HomeMy WebLinkAboutS-0285-W Map 3No,707'09"E 20.02' VV N8r35'15"W 10.001 I I I � w � I o W I cc , NEq 63 o I lc i. M I o 2 S8732'42"E 1011.20' O ZONED R-2 � OZONED MF-18 W La Co. --60' ROW s6 � Oo -- 10' ROW DEDICATION NY INSTRUMENT NO. o. ' 10 94-51643 `� / TRACT G AREA OF 100 YEAR FLOOD / i i � b 4 i - d 'A OF 100 YEAR DRAINAGE k UTILITY EASEMENT 'Ia•� - f � ��' 90 NBB'97' 13" W 981. 10' yfr '31 16' `+i' EUENI aO �gS.Op DST. N0. BD,-SIT]6 E.x ` l S7 x 7 g.68 S81158124 W i 19.90' Silff 6'42"W S8 ,45' - 32 R-348.31' 114.50 33 8.31,13' SEWER EASEMENT � I � R�28 INST. NOL e4-3/430 IN88'56'42'E 10. 0' STATE PLANE COORDINATES 2 174539.8575 1I71002.9310 I I 3 t75288.5993 If171043.6345 4 175287.0202 0171033.8434 5 176308,9908 IF171034,7317 8 17528s.6761 1172045.0035 I I 7 175151.2259 1172112.9807 e If75103.0488 1172148.7435 J 117 9 174725.5252 1171933,1433 10 174421.9972 1171900.1115 N 1� 01 174339,7690 1I71887.6308 I� I I 12 173923.8073 1171806.3951 13 173786.0689 1171790.0913 14 173513.0487 1171778.4084 ' 15 173612.1997 1171798.3901 I I 18 173279.34111 0171760.7168 17 If73222.7419 1171744.6620 18 19 20 173196.9641 179186.9646 173233.1342 1171712,6461 1171712.8{63 1171600.5366 50' ROW 21 173260.2689 1171661.3673 22 173306,8295 1171664,6568 23 173516.5129 117f698.6816 24 173615.6578 1171718.6633 I 26 173788.8780 1171730.2483 I 26 173935.3540 1171747.6080 27 174351,3157 1071828.8437 28 174428.5413 1171840.6651 W 29 174 614. 6624 1 171860.8188 b+ 30 174623.8287 1171479.8293 o 91 171807.8214 1171967.0{52 � 32 174655.0773 1If 71198.5687 tF 39 174641.8791 1171117.6164 I I O F •, 5 , 63332 ybA 9116) N. R H1WIWO LINOE AS OF THIS PLAT !� 1V0 10 N06' 12'39'E 187.21 ' 2B NOa'37'50'E 78.11' R=924.93' \� 27 l W 60' ROW 0 '., ri'Ie'6 1 I/ �t 41 : '•, � 11. LAND .•`. � 1 "J 4, n 0 Tract G Final Plat :E. nP'y �'4afb Le at Description - M 0 N to 0 !0 SOB'37'50" W 83. 17' R=984.93' 11 �q C ~ N rq � � O V 26 12 N06' 45' 02" E 147.70' S06.45'02" W R=984.93' -.� 138.70' R=924.93' 25 13 F` I` N N MYj R>i T. n W � r, 0 0 N N o 23 S87*32'59" E 20.00' 24 14 N09'11'25"E ROW OW 212.41' R = 904.93'�--, NI N55'48"E 22 R=40.0' 48.42' �57.52' 15 �8713215911£ 20.00' SOT I i'25" W 235.88' R=1004.93' 16 S 15 55'48" W 5B. B6' g Part of the E 112 of Section 14, lying North of Arkansas State Highway No. 10, T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as: Starting at the intersection of the North right-of-way line of Arkansas State Highway No. to and the West line of the E' 112 of said Section 14; thence NO3.07'09"E along said West line, 1054.44 ft.; thence N88'56'42"E, 10.0 ft. to the point of beginning; thence NO3'07'09"E, 748.05 ft. to a paint; thence NBr35'15"W, 10.0 ft. to a point on the said West line; thence NO3'07'09"E along said West line, 20.02 ft.; thence S8732'42"E, 1011.20 ft.; thence S31'09'12"E, 131.40 ft.; thence S36'35'14"E, 60.0 ft.; thence Southwesterly along the arc of a 542.96 ft. radius curve to the left, having a chord bearing and distance of S29'43'49" W, 434.75 ft.; thence S08' 12'39" W, 305.32 ft.; thence Southwesterly along the arc of a 984.93 ft. radius curve to the right, having a chord bearing and distance of S08'37'5O" W, 83.17 ft. thence S1 1'03'02" IY, 423.82 ft.; thence southerly along the arc of a 924.93 ft, radius curve to the left, having a chord bearing and distance of S06 45'02" W, 138.70 ft.; thence S0227'01"W, 273.27 ft., thence S8r32'59E, 20.0 ft.; thence southerly along the arc of a 1004.93 ft. radius curve to the right, having a chord bearing and distance of SOT11'25"W, 235.88 ft.; thence S15'55'48"W, 58.86 ft. thence along the arc of a 40 ft, radius curve to the left, a chord bearing and distance of S26'04'29"E, 53.54 ft. to a point on the North right-of-way line of Arkansas State Highway No. 10; thence along said North right-of-way line N68'04'46"W, 59.77 ft.; thence continuing along said North right-of-way line, N72'07'08"W, 117.80 ft.; thence northeasterly along the are of a 40 ft. radius curve to the left, having a chord bearing and distance of N61'54'20"E, 57.62 ft.; thence Nl5'55'48"E, 48.42 ft.; thence northerly along the arc of a 904.93 ft. radius curve to the left, having a chord bearing and distance of N09111'25"E, 212.41 ft.; thence S8732'59"E, 20.0 ft.; thence NO2'27'01"E, 273.27 ft.; thence northerly along the are of a 984.93 ft. radius curve to the right, having a chord bearing and distance of N06'45'0E"E, 147.70 ft., thence NI1'03'02"E, 423.82 ft.; thence northerly along the arc of a 924.93 ft. radius curve to the left, having a chord bearing and distance of N01T37'5O"E, 78.11 ft., thence N06'12'39"E, 187.21 ft.; thence N88'37'I3"W, 381.10 ft.; thence southwesterly along the arc of a 348.31 ft. radius curve to the left, having a chord bearing and distance of S81'58'24"W, 113.90 ft.,- thence S72'35'08" W, 176.58 ft,; thence Southwesterly along the arc of a 288.3 f fi. radius curve to the right, having a chord bearing and distance of SBO'45'01"W, 82.11 ft.; thence S88.56'42"W, 114,50 ft. to the point of beginning, containing 17.90 acres more or less. n I rflI ) I�� irnT Il 1 _ 1 Q) (1) �ll r CERTIFICATE OF OWNER CERTIFICATE Of SURVEYING ACCURACY 6 JOE D WHITE. HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL DESCRIBED HEREIN DO PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE. SHOWN AND HEREBY CERTIFY THAT WE HAVE LAID OFF, SURVEY MADE OR VERIFIED BY ME, ALL PLATTED, AND SUBDIVIDED, AND DO HEREBY MONUMENTS REQUIRED ACTUALLY EXIST AND LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ARE CORRECTLY SHOWN HEREON AND THAT ALL ESTATE IN ACCORDANCE WITH THIS PLAT. SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH4BE C �Q/?d•/9k_ 14 L&A EDVARD K. I / EXECUTION DATE OF EXEES RANCH PROPERRTTIES INC. /D- 2� f LITTLE ROCK, ARKANSAS DATE OF EXECUTION D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. 93-23375 CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL b TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME. AND THAT THE RULES AND REGULATIONS, AND ALL (IF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED- THIS CERTIFICATE IS HEREBY EXECUTEDUNDERAUTHORITY of SAID GULATIS RULESAND REON DATE OF EXECUTION TIMOTHY E. DATERS o 2 4-�9 i YIiG� P ' � REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE WOCK PLANNING COMMISSION CERTIFICATE OF RECORDING / F�ENCt7 1311 of 9;i 62764 G G THIS DC4YMENT, NUMOUR RECORD19 V) IN -JILED F - PLAT BOOK r"" �uM EN j NO .,, .. �''+s� PACE a a•' ! CAROLYN STALEY, Circuit County Clerk 3 Recorder GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS (1/2' Steel Rod). 2. ALL EASEMENTS SHOWN - - - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. DISTANCES SHOWN ALONG CURVES ARE CHORDS DISTANCES. 4, ERROR OF CLOSURE: 1 : 42,173 5. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT TO POINTS ON A CURVE. 6. BEARING DATUM IS STATE PLANE DATUM. too 0 Scale 9" `I too = 100 ft PLAT OF TRACT G yff o 300 AN ADDITION TO Tf Hr(-: WY OF LITTLE ROCK qNA BEING A PART OF THE E 112, SECTION 14, T-2-N, R-14-M PULASKI COUNTY, ARKANSAS 20 NyD-O? 17 R*04'29 A �CI © E-1DAi71923AAi,S�9®(01A�E�yHYC 0y• S26'04"l9"E b 77yg0, lY N6 53.54' tY�� [] CIVIL ENGINEERING, LAND PLANNING 9 DEVELOPMENT, SURVEYING �. VVV 19 B'0a� [] t.01 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Sy �y,As`� iB OCTOBER 24, 1995 1