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HomeMy WebLinkAboutS-1295 Map 3CURVE DATA DELTA TANGENT 3906'30" 151.03' 372115' 143.03' CENTER OF SECTION 36 T-2—N, R-14—W PULASKI COUNTY, ARK. R2gg4 8� E S01'02'12"W 1021.60, J ' 2734.80' LC190.89'08"E N 157034.98 E 1175655.90 R2774.80ft N76'0801"E CDS17'21'59"E 10.00' LC338.81' N 146.19 E 11 7 75646.19 J r n�EtIEN 6?E BU N29'29'01 "E 68.76' N68'10'36"E 47.40' R447.46ft CDS85'33'19"E LC172.35' R507.46ft CDN88'52'18"E LC291.26' N72'11'39"E 40.22' --� N 0� N 157326.88 (7 E 1174775.0775.06 RKWA - L PA - C1 �- � �� -'� •56' 17' E 470.77' - O 210.79' / N01'58'11 "E 219.22' / N 156548.11 / / E 1174962.28 / ®ROad Thisy Moa / V 158772.01 Scale: 1' 2000' / 1174772.85 / i — — — — — — — — — — — J/ �9r 1° \ \ �000 \� I 3 l— O W O G z Scale 1 " = 50 ft © W= YF-DATSM * ASSOCM Mgp MAC. 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL AONUMENTS REQUIRED ACTUALLY EXIST AND IRE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE 'OCK SUBDIVISION RULES AND REGULATIONS 1AVE BEEN COMPLIED WITH. 10-31 Ov1 11L_ DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS ^-RTIFICATE OF ENGINEERING ACCURACY WI 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 ACCORDANC THIS PLAT. a 3l0 `ATE & E CUTION OE , C TIMBER COR VChenal Club BIA G(tt'.e Rock, Arkansas PAGE 233 INSTRUMENT NO. CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LI rTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVISION RULES AN) REGULATION ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF E CUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION RF•CISTERED PR 0FF3SIYNAL INGINEER CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR �¢�J RECORD 7 f! 00K��L PAGE GENERP1$TALEY, Circuit County Clerk 8 Recorder 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 ry MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A C CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS1:50,000 6. THE FRONT, SIDE, AND REAR YARD SETBACKS SHALL NOT BE LESS THAN TWENTY—FIVE 25 FEET. PAGES Marker � ) _ # 1007 7. wlDO YEAR FLOOD PLAIN ELEVATION Legal Description A tract of land in Section 36, T-2—N, R-14—W, Pulaski County, Arkansas being more particularly described as follows: Starting at the center of said Section 36, thence S01'02'12"W along the Easterly line of the NE1/4, SWt/4 said Section 36, 1021.60 ft. to a point on the centerline of Chenal Parkway, thence Southeasterly along said centerline, being the arc of a 2864.80 ft. radius curve to the right, having a chord bearing and distance of S12'01'17"E, 208.28 ft. to the point of tangency of said curve; thence S80'03'43"W, 80.00 ft. to a point on the Westerly right—of—way line of Chenal Parkway and the point of beginning of the tract of land herein described: thence S09'56'17"E along said Westerly right—of—way line, 203.60 ft.; thence N80'03'43"E and continuing along said Westerly right—of—way line, 20.0 ft.; thence S09'56'17"E and continuing along said Westerly right—of—way line, 470.77 ft.; thence due West 570.74 ft. to the centerline of AP&L Transmission Easement; thence N39'35'38"W, along said centerline, 468.10 ft.; thence N01'58'11"E, 219,22 ft.; thence N88'36'08"W, 197.02 ft.; thence NO2'21'56"E, 498.17 ft.; thence N17'48'21"W, 60.00 ft.; thence N72'11'39"E, 40.22 ft.; thence along the arc of a 507.46 ft. radius curve to the right having a chord bearing and distance of N88'52'18"E, 291.26 ft.; thence S74'27'04"E, 198.07 ft.; thence along the arc of a 447.46 ft. radius curve to the left, having a chord bearing and distance of S85'33'19"E, 172.35 ft.; thence N68'10'36"E, 47.40 ft.; thence N29'29'01"E, 68.76 ft. to a point on the Westerly right—of—way line of Chenal Parkway, thence Southerly along said Westerly right—of—way line being the arc of a 2774.80 ft. radius curve to the right a chord bearing and distance of S17'21'59"E, 338.81 ft.; thence N76'08'01"E and continuing along said Westerly right—of—woy line 10.0 ft.; thence Southerly and continuing along said Westerly right—of—way line, being the arc of a 2784.80 ft. radius curve to the right, having a chord bearing and distance of S11'54'08"E, 190.89 ft, to the point of beginning, containing 895,242 sq. ft. or 20.5519 acres more or less. FINAL PLAT OF TRACT 13 EY R AN ADDITION TO THE CITY OF FINAL PLAT LITTLE ROCK, ARKANSAS A Si netl OCTOBER, 2000 BY:ti DATE: C~D PART OF THE NE1/4, SW1/4 OF SECTION 36 T-2—N, R-14—W, PULASKI COUNTY, ARKANSAS TION