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HomeMy WebLinkAboutS-1295 Map 5CURVE DATA DELTA TANGENT 35'06'30" 151.03' 372115" 143.03' CENTER OF SECTION 36 T-2—N, .R-14—W PUL4SKI COUNTY, ARK. g6 R2 4 B0 SO 1'02' 12" W 1021.60' / '2734.80' 08 E N 137034.98 R2774.80ft N76'0801"E E 1175655.90 CDS17'21'59 E 10.00' LC338.81 N E 11 775646. 9 146.19 / �KCEMEN1 `� r6PE BL N29'29'01 "E 68.76' R447.46ft CDS85'33'19"E LC172.35' R507.46ft CDN88'52'18"E LC291.26' N72'11'39"E 40.22' N68'10'36"E 47.40' N 157326.88 E 1174775.06 Y f PAR�K_WA f L SAL _ f Hc_-� '_ 470.7 D 210.79' / N01'58.11 "E 219.22' / N 15654&11 / / E 1174962.28 / / C) a1 This Plat Kanis Road / n / / O / O O. A Vicinity Mai / O / 1 156772.01 n Scale: 1" = 2000' / i 1174772.85 / N 156187.41 ` E 1175831.35 1, I«�0 LEI �A ID Ip f J L o / OOO ✓ kq1- / I � I j n n i1 N Scale 1 " = 50 ft © VV 1C1Lll 11 LCi-MA ll 1GllllAy & t71aY6yoc111 T lL' , 111 V c. 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 rLAT CORRECTLY REPRESENTS A BOUNDARY _;URVEY MADE OR VERIFIED BY ME, ALL .40NUMENTS REOUIRED ACTUALLY EXIST AND •RE CORRECTLY SHOWN HEREON AND THAT ALL 'IIRVEYING REQUIREMENTS OF THE LITTLE :OCK SUBDIVISION RULES AND REGULATIONS IAVE BEEN COMPLIED WITH. 10-3/ 00 6aaZz=- DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS `9TIFICATE OF ENGINEERING ACCURACY RTF LATE_ 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 L' Y OFF, PLAT, AND SUBDIVIDE SAID REAL E°,TATE IN ACCORDANCE THIS PLAT. ,ATE E CUTION DE , C TIMBER COR p/1 Chenal Club Blvc tte Rock, Arkansas PAGE 233 IVSTRUMENT N0. C94:illi 4i .":• 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 APPR)VAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVISION RULES AND REGULATION ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF E ELUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION ItF,CISTBRBi• PA0FtdSS10NAL ,A 6NCIN8EA CERTIFICATE OF RECORDING XOG00,?17Wi 7 THIS oiDOCUMENT, NUMBER FILED F,OR�e 7 RECORD 7 10 ZDQ rTN PLAT g00Kf 1L. PAGE GENERkATALEY, Circuit County Clerk & 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 ^> MEASURED TO A POINT OF INTERSECTION p OF LOT LINES AND NOT POINTS ON A C CURVE. ZD 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS1:50,000 6. THE FRONT, SIDE, AND REAR YARD SETBACKS SHALL PAGIS Marker NOT BE LESS THAN TWENTY—FIVE (25) FEET. # 1007 7. \,—�100 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, SW1/4 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 380'03'43"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 N1748'21"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 Porkway, thence Southerly along said Westerly right—of—way line being the orc 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—way 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 Sll'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 AN ADDITION TO THE CITY OF FINAL PLAT LITTLE ROCK, ARKANSAS As Si ned OCTOBER, 2000 BY T-- PART OF THE NE1 /4, SW1 /4 OF SECTION 36 T-2—N, R-14—W, PULASKI COUNTY, ARKANSAS 5-- /�