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Home My WebLink AboutS-0867-BBBBB MapN661,R:51� R97.50' CDN51' 11'54"W LC97.80' ARKANSAS STATE PLANE C❑❑RDINATES (NORTH ZONE) I N 172632.290E 1161926.08 2 N 172528.66 E 1161855.43 N 172439.83 E 1161760.25 N 172393.32 E 1161639.26 N 172389.53 E 1161_512.16 N 172443.28 E 1161281.59 N 172474.98 E 1161216.85 N 172650.34 E 1161132.10 L9) N 17261614 E 1161036.28 10 N 172442.05 E 1160847.01 11 __N 172402.00 E 1160648.40 12 N 172552.08 E 1160671.36 13 N 172613.37 E 1160595.14 14 N 172577.39 E 1160474.97 (15) N 172725.51 E 1160430.62 16 N_172980.91 E_116_0505.96 17 N 173088.75 E 1160698.31 18 N 173137.05 E _ 1160709.32 19 N 173100.31 E 116076318, 20 N 173066.52 E 1160847.62 21 N 173103.36 E 1160979 97 _22 - N 173132.800E 1161048.58 - 23 N 172996.88 E 1161075.76 24 N 172940.52 E 1161030.49 2 N 172879.36 E 1161155.28 2 N 172864.25 E 1161147.88 27 N 172844.45 E 1161188.28 28 - N - 172764.46 E_ 1161365.09 --- 2 N 172683.53 -- E 1161721.73 30 N 172680.10 E 1161720.93 0 60 180 Scale 1" = 60 ft 63 CENTERLWE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 ._-____. 236.84 9000'00" 150.78' 150.78' C2 148.98' 56'54'21" 8128' 150 00' C3 93.26 3537 21" 48.19' 150 00 C4 � 42.34 16'10'15 - _ - 21.31' - 15000 C5 130.59 99'45'59" 89.01' 75 00 _! C6 i_ 99.39' 5656'4C' 54.23'___ 100.00' C7 89.96' __ 6843 39' 51.28' 75.00_ 1 _� _ 90.91, _6T2701' _ 51.98' 75.00' C9 _- 19.61' 14'59'04" 9.86' 75,00' LEGAL DESCRIPTION PART OF THE SE1/4 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 23, BLOCK 61 CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S34'17'06"W, 125.42 FT.; THENCE S4658'26'W, 130.19 FT.; THENCE $68'58'30"W, 129.62 FT.; THENCE S8917'33"W, 127.16 FT.; THENCE N7652'45"W, 236.75 FT.; THENCE N63'54'43"W, 72.08 FT.; THENCE 142647'40"W, 194.77 FT.; THENCE S70'21'30"W, 101.74 FT.; THENCE S47*23'34 W, 257.16 FT.; THENCE S7935'58"W, 202.61 FT.; THENCE N08741'56rE, 151.83 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 97.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N51'11'54"W, 97.80 FT.; THENCE S73'19'48"W, 125.44 FT.; THENCE N1640'12"W, 154.62 FT.; THENCE N1626'05"E, 266.28 FT.; THENCE N60'43'24"E, 220.52 FT.; THENCE N12'50'21"E, 49.54 FT. TO THE SOUTHWEST CORNER OF LOT 66, SAID BLOCK 61; THENCE S55'42'02"E ALONG THE SOUTH LINE OF SAID LOT 66, 65.20 FT.; THENCE S68'11'28"E CONTINUING ALONG SAID SOUTH LINE AND ALONG THE SOUTH LINE OF TRACT D, SAID BLOCK 61, 90.95 FT. TO THE SOUTHWEST CORNER OF LOT 65, SAID BLOCK 61; THENCE N74.26'53"E ALONG THE SOUTH LINE OF SAID LOT 65, 137.38 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE N6646'27"E ALONG THE SOUTH LINE OF LOT 64, SAID BLOCK 61, 74.66 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE S11'18'31"E ALONG THE WEST LINE OF LOTS 62 AND 61, SAID BLOCK 61, PAGIS Marker 138.81 FT. TO THE NORTHEAST CORNER OF LOT 60, SAID BLOCK 61; THENCE If 2073-0286 S38'46'23"W, ALONG THE WEST LINE OF SAID LOT 60, 72.29 FT. TO THE SOUTHWEST CORNER THEREOF; THENCE S63'53'27"E ALONG THE SOUTH LINE OF SAID LOT 60, 138.97 FT. TO THE SOUTHEAST CORNER THEREOF; THENCE S2606'33"W ALONG THE WEST RIGHT-OF-WAY LINE OF CHENAY DRIVE, \\ 16.83 FT.; THENCE S63'53'27'E, 45.00 FT. TO THE SOUTHWEST CORNER \ OF LOT 42, SAID BLOCK 61; THENCE S65739'30"E ALONG THE SOUTH LINE OF SAID LOT 42 AND ALONG THE SOUTH LINE OF LOT 41, SAID BLOCK 61, 194.06 FT.; THENCE S77*12'50"E CONTINUING ALONG THE SOUTH LINE OF LOT 41 AND ALONG THE SOUTH LINE OF LOTS 40, 39, 38 AND 37, SAID BLOCK 61, 365.70 FT. TO THE SOUTHEAST CORNER OF SAID LOT 37; THENCE SlS07'15"W ALONG THE WEST RIGHT-OF-WAY LINE OF CHELLE LANE, 3.51 F1.; THENCE S7652'45"E ALONG THE SOUTH RIGHT-OF-WAY LINE OF CHELLE LANE AND ALONG THE SOUTH LINE OF SAID LOT 23, BLOCK 61, 210.65 FT. TO THE POINT OF BEGINNING, CONTAINING 13.0969 ACRES MORE OR LESS. 12/.1b' GIST... STA"IT; OP''-' , ARKANSAS NO.1281 O�j • SK,NA'I 4" v3L CAl`�S TE6p! REGISTERED �I PROFESSIONAL ENGINEER 0 LLN'' o.5033 �Q�0' PAGIS Marker CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE , ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH, DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. EATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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. DELTIC TIMBER CORPORATION # 7 Chenal Club Blvd. Little Rock. Arkansas D.R. PAGE INSTRUMENT NO- 88-61004 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 20 IN PLAT BOOK . PAGE ,j GENERAL NOTES: ANSAPPROVED _ - 1• 1/2" IRON PINS WERE SET AT ALL LOT CORNERS FP.SEMENTAPPROVE 2. ALL EASEMENTS SHOWN = - _ = ARE TO BE USED . FOR DRAINAGE AND/OR UTILITIES. FEASEMENT REQUIRE 3. LOTS WITH ROUNDED CORNERS ARE �1nn MEASURED A POINT OF INTERSECTION OF LOT ONESS AND NOT POINTS ON A CURVE. . � 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50A00 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 7. TRACTS MAY BE USED AS EASEMENT FOR DRAINAGE 22 AND/OR UTILITIES. 8. ALL LOTS HAVE A 10 FT. WIDE UTILITY EASEMENT ACROSS THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. 9. ALL FRONT BUILDING SET -BACK LINES ARE 25.00 FT. LOTS LOTS �.� L 0 TS PLAT OF 24-36) 43-59, 1-61 TRACTS F k BLOCK 61 BLOCK 61 BLOCK 63 BLOCK 61 CLM�HAJ � VAL14HE'd 7 l/ `' 6h ( 0,�/ AHAnpmn To be known as "CHALLAIN PLACE BEING PART OF THE SE1/4 OF SECTION 16 T-2-N, R-14-W (�I PULASKI COUNTY, ARKANSAS OCTOBER, 2003 9 CML ENGINEERING, LAID PLANNING & DEVELOPMENT, SURVEYING Q 24 RAHUNG CIRCLE LMLE ROCK, ARKANSAS 72223