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HomeMy WebLinkAboutS-0285-W Map 4n 0 � .11 NO3'07'09'E 20.02' N87'35'15'W 10.00' STATE PLANE COORDINATES 2 IF74539.6676 117f002.9310 3 175286.6993 1171043.6345 4 175287,0202 1171033.6434 5 175306.9906 1171034.7317 6 175263.6761 1172045.0036 7 175I61.2259 It721t2.9807 8 175103.0488 1172048.7436 9 174726.6262 1171933.1433 10 174421.9972 1171900,1115 I1 174339.7690 117 188 7.6308 12 173923.8073 1171806,3951 13 173786.0609 I171790.0913 14 173513.0487 1171778.4084 15 173612. 1937 1071798.3901 16 173279.34t6 1171760.7168 17 If73222,7419 1171744.5620 18 173174,9611 1171768.0951 IF (73198.9646 1171712.6463 20 173233.1342 1 IF 71600.5366 21 173260.2689 If171661.3673 22 173308.8296 1171664.6568 23 173516.6029 1171698.5816 24 173616,6678 1171718.5633 26 173788.6780 1171730.2463 26 173935.3640 1171747.6080 27 174351,3157 1171828.B437 28 174428.5403 1171840.5651 29 174614.6524 117I860.8188 30 174623.8287 1171479.8293 31 174607.9244 0171367.0452 32 174555.0773 1171198.5587 33 174541.8791 1171117.6164 J .6,4.7bA S87*32'42"E-- 1011.20' ROW 10' ROW DEDICATION BY INSTRUMENT NO. 94-51643 20NrD R-2 LONFD LF-tie I w TRA CT G I � O N cD N L � o i` o AREA OF 100 YEAR FLOOD th / DRAINAGE A UTILITY EASEMENT �� lar- -ARIrA OF HOD YEAR FL000�' O LO kiZ16 Tract C Final Plat ::�� I'l I..,(1�3 <<•11 Q' �✓ 30 N88.37' 13" W 381.10. I � � O 5'Olr yr 31 15 IN NO. e4 - EVENT51438 CV). zsIt 5 01� w S7 17g.68 S8� 58' 213.90'4 W N06 1P'39 E 5, O S8856'42'W S882 11t, 32 R=348.31' 187.21' r 114.50' 33 R�288.9 SEWER eEAUm 0 N �J IO I o N88'56'42' E r 0.0' 2a V I I N08'37'60"E 78.11' \` 60, S08'37'50"W R=924.93' ROW r- 83.17' II 27 R=984.93' I I 0 ` V � 50' ROW I O I O rr�O OIL O CQ ca >1 I I 26 12 I I NO6'45'02"F. 147.70' SO6'45'02"W R=984.93' _--138.70' R=924.93' I I 25 13 I I N aj I n N � N I Cq I o 0 i. Cq h to I I zs S87*32159" E 15 I 20. 00' sar32,59"E EarW AHD 24 14 20.00' NOYI1'25"E ow N N. ROW LINE 212.4 P ROW �S1gS !I/W N0. 10 R=904.93'� S09' 1 1 '25" W �i AS OF THIS PLAT 1004. ' R= f 004.93' ` N15'55'48"E 22 R=40.0' 48.42' \ G�� Y N trE 57,52'21 16 NO _ -- Se.6sS 158. 86, W � V - Nyzoy 17 R=40.0' yeo. O Ns S2y„E 53.54' 19 Sy yIA6 Legal Description = E 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 llte North right-of-way line of Arkansas State Highway No. 10 and the West line of the E 112 of said Section 14; thence NO3'07'09"E along said West line, 1064.44 ft.; thence N88'56'42"t',', 10.0 ft, to the point of beginning; thence NOTO7'09"E, 749,05 ft. to a point; thence N87 35' 15" W, 10.0 ft. to a point on the said West Ivae; thence NO3'07'09"E along said West line, 20.02 ft.; thence S87*32'41"E, 1011.20 fi.; thence S'31'09'12"N, 131.40 fi.; 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 S06' 12'39" W, 305.32 fi.; thence Southwesterly along the arc of a 984.93 ft. radius curve to the right, having a chord bearing and distance of S08'37050" W. 83,17 ft. thence SI 1'03'02" W, 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 S87*32'59"E, 20.0 ft.; thence southerly along tite arc of a 1004.93 ft. radius curve to the right, having a chord bearing and distance of S09' 1 I '25" W, 235.88 ft.; thence S1555'48"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. to,- 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 N15*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 N09'1 P25"E, 212.41 ft.; thence S87'32'59"E, 20.0 ft.; thence N0227'01'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 NOB'45'02"E, 147.70 ft.; thence N11'03'02"E, 423.82 ft.; thence northerly along the are of a 924.93 ft. radius curve to the left, having a chord bearing and distance of N08'37'5O"E, 78.11 ft.; thence N06'12'39"E, 187.21 ft.; thence N88'37'18"W, 381.10 fi.; thence southwesterly along the arc of a 348.31 ft. radius curve to the left, having a chord bearing and distance of S81'68'24-W, 113,90 ft.; thence S72'35'08" W, 176,58 ft.; thence Southwesterly along the arc of a 288.31 ft. radius curve to the right, having a chord bearing and distance of S80'45'01"W, 82.11 ft.; thence S88'56'42"W, 114.50 fi. to the point of beginning, containing 17.90 acres more or less. THIS f'Dn IF -IT - 011001 CERTIFICATE OF OWNER CERTIFICATE OF SURVEYING ACCURACY L JOE D WHITE, HEREBY CERTIFY THAT THIS VE, 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 ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WIT14 THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.LIS CC CE�lKAM.E <c « WT?d� _IQf7d/fE_ DATE OF EXECUTION RANCH EDVARD K. TIESLITTLE RCK.ARKANSAS RO DATE Of EXECUTION HIE DWHI D.R. PAGE REGISTERED LAND SURVEYOR _ ADDRESS NO. 534, ARKANSAS 93-23375 INSTRUMENT NO. _ CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL L 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 OF Tld 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 EXECUTED THE AUTHORITY OF SAID RULESANDUNDER REGULATIONS DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033. ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING CLYWISSION CERTIFICATE RECORDING 6'76,1O2 Forz AM EHPED P E51 LL cf THIS DOCUMENT, NUMBER -_FILED Fri RECOR9 19• IN PLAT BOOK PAGE ' � 9 CAROLYN STALEY, Y; ? " 1 CiMul! Count Y Clerk & Recorder :10 '• "�T,'frT 1, % � �"' .•' TOO GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS (1/2' Slael 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. 16 Scale 1" 100 I 100 fl PLAT of TRACT G 300 AN ADDITION T®` HE CITY OF LITTLE CROCK AS Skied BEING A PART OF THE ,Y. - E 112, SECTION 14, T-2-N, R- 4 W PULASKI COUNTY, ARKANSAS © W'IH=�) DA1 MIR9 A AI.9,90(CIDA 717Eg„ IIRYC. [] CIVIL ENGINEERING, LAND PLANNING 6 DEVELOPMENT, SURVEYING Q 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 OCTOBER 24, 1995