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Home My WebLink AboutS-0867-OOOOOO Map 1ARKANSAS STATE PLANE COORDINATE NORTH ZONE N 157355.94 E 1175545.07 N 157296.09 E 1175511.23 _N 157278.46 E 1175467.23 N 157291 82 E 1 17529539 N 157344 92 E 1175104 57_ N 157339 18 E 1174813 36 N 157326 88 E 1174775 07 N 157269 76 E 1174793 41 N157205.74 E _ 1174594 10 -_ N 157325 57 E 1 174 14473 N 157456.39 E 1 17402556 N 157580 37 E 1173819 47 N _ 157616.86__ E 1173677 30_ N 157584 61 E 1173630 12 N _ 157597 80 E 1173_520 92_____ N _ 157992 77 E 1173568 63 N_ 159075 99 _ E 1174257.47 -N-1 59174 88 E 1174-415 82 N 159215.58 E 1 174444 .86 N ---... 158678.39 E 1174775,91 N --8--- 158688.89 E -_ - --- 1174792.94 N 157828.47 E 1175323.18 N 1 5749 380 E 1175499 19 N 10489.75 E 1175490 05 - - m is N83'=--- Z 110.00E R 1487.39' CDN32'27'10"E LC 1283.69' 100 0 100 Scale V = 100 f t T4 �08• �E �N / R125.00' CDS63'55'17"E LC48.92' gDpD G i \ , ' nW r' i i €01. \ \ v> ra. 4� \y 00. 0 .0 / p 9 \ \ o R 1377.39' \ CDS4T41'247W \ \\ LC493.84' 1�\ COS 5021'01"E LC 1 14.07' N35'30'40"E \ 19 50.00, 18 300 �50p1 69 � 00. 17 / � m 7+ R1377.39' �+ , CDS2707'32"W U) LC724.01' / � s 's If Utility Drainag 62'2"E LOTt_47&5 28.86' , Sdewalk Esmt.e I I S2745'36" E 72.00' i 55.0' L OT S6714'24"W - � o I29.01' �aa MIS 0NI �9s TRACT 5, CHENAL VALLEY A TRACT OF LAND IN SECTION 36, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SAID SECTION 36; THENCE S01'02'12"W ALONG THE EASTERLY LINE OF THE NE 1/4 SW 1/4, 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, A CHORD BEARING AND DISTANCE OF S12'01'17"E, 208.28 FT.; THENCE S80'03'43"W, 80.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG SAID WEST RIGHT-OF- WAY LINE, BEING THE ARC OF A 2784.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N11'54'08"E, 190.89 FT.; THENCE S76'08'01"E AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N17"21'59"W, 338.81 FT. TO A POINT ON THE NORTH RIGHT- OF-WAY LINE OF LA GRANDE DRIVE AND THE POINT OF BEGINNING; THENCE WESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE FOLLOWING: (1) S29'29'01"W, 68.76'; (2) S68'10'36"W, 47.40'; (3) NORTHWESTERLY ALONG THE ARC OF A 447.46' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N85'33'19"W, 172.35'; (4) N74'27'04"W, 198.07'; (5) WESTERLY ALONG THE ARC OF A 507.46' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S88'52'18"W, 291.26'; (6) S72'11'39"W, 40.22' AND (7) S17-48'21"E, 60.00'; THENCE S7Z11'39`W, 209.34'; THENCE WESTERLY ALONG THE ARC OF A 430.00' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N75'04'07"W, 465.08'; THENCE N42'19'53"W, 176.95'; THENCE NORTHWESTERLY ALONG THE ARC OF A 420.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N58'58'09"W, 240.51% THENCE N7936'24"W, 146.79'; THENCE SOUTHWESTERLY ALONG THE ARC OF A 38.00' m RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 9I I I" a S55 38 27"W, 57.14 ; THENCE N83 06 42 W, 110.00 ; THENCE N06 53'1 T E, 397.84'; THENCE NORTHEASTERLY ALONG THE ARC OF A 1487.39' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N32'27'10"E, 1283.69'; THENCE N5901'02"E, 186.69'; THENCE N35'30'40"E, 50.00' TO A POINT ON sic THE WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE SOUTHEASTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, THE FOLLOWING: (1) S31'38'39"E, 631.00'; (2) N58'21'21"E, 20.00'; (3) S31'38'39"E, 1010.69'; (4) SOUTHEASTERLY 1 ALONG THE ARC OF A 2784.79' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S27*44'23"E, 378.14'; (5) S6609'11"W, 10.00' AND (6) SOUTHEASTERLY ALONG THE ARC OF A 2774.80' RADIUS CURVE TO THE RIGHT, A \ CHORD BEARING AND DISTANCE OF S2Z21'10"E, 144.68' TO THE POINT OF \ BEGINNING, CONTAINING 54.5236 ACRES MORE OR LESS. cle 1- \\ I I R38.00' I CDS34'21'33"E LC50.11' v 40, ;n S75-36'24 E B-zLine n a RI 18.26' \ / / CDS43-14'27"E t3 \ R480.00' LC34.05' \ CDS58'58'09" E o LC274.87' 7124.81E NZ436,94"w 1 \� CDS5831'14'E ss \ 2 6. R38.00' CDS55'38'27'W \\ \ LC57.14' R420.00� \ S� CDN58'58'09"W \ rr LC240.51' R370.00' �• -p \CDS61-49'10"E ,g LC246.8T 7370.00E /\,'39 W 2 CENTERLINE CURVE DATA �f' \ CDN85'26'36'E / 51 AO 22' \ 3 / E LC169.60' CURVE LENGTH DELTA RADIUS TANGENT 10 \ \ d, / \•39 7 C1 457.10' 6528'28' 400.00E 257.16E C2 261.35' 33'16'32' 450.00E 134.47E C3 1278.22E 51'07'4C 1432.39' 685.19' R430.00' CDN75'04'07'W LC465.08' 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. DATERS, 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 AREAS LOT 1- 1,531,615 SQ. FT. OR 35.1610 ACRES LOT 2- 550,326 SQ. FT. OR 12.6-137 ACRES RW- 293,111 SO. FT. OR 6.7289 ACRES JT.JGJV /'KA\LJ \ \J \ so \ \\ 9 \ , \ R2784.79' ` \ \ CDS27'44'23'E \ LC378.14' OC E oq �\ .0 0\* \ \ �\` 9RKANS.IS SYSTE.IIS [)FFICF P.4f?K o £ 1 \ W\ 23 o y 566 p9\p �p R507.46' LY R2774.80' CDS8852'187W _�s3 CDS22'21'10"E LC291.26' a \ �� LC 144.68' Arkla Gas Esmt. Instr. # 89-23616 40, R447.46' �- Q� N� CDN85'33'19"W - o 4'22•o LC 35' °lNT LA 8.0 °F \ \ r o �� N� 22p9 3A / _ ---- --- - Pt�W-4A r L ®` - - - 3Oi 2 V°j \� yNfNC � N O o _-�� S1748'21"E F PC sswive - - - ® 60.00E C1 ,w S1 14p9 -5 , TRACT 13, CHENAL VALLEY GMAC CENTER PLAT BOOK F, PG. 937 TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER N0, 5033, ARKANSAS CERTIFIQAT=, CiF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHCWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLA r, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION DELTIC TIMBER CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. 621 PAGE 233 INSTRUMENT NO 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 RECORD 20 PAGE FILED FOR IN PLAT BOOK GENERAL NOTES: 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 OF LOT LINES ANC NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS1:50,000 6. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. TO `r��s Pt`oFer n N �c� 6 -- C ,,L`I C �S€� r "`�,ti-%S ko 9\011�7s PLA T OF LOTS 1 a 2, TR.ACT 5 CHENAL AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS SYSTEMS DRIVE A TRACT OF LAND IN SECTION 36, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS OCTOBER, 2005 in CIVIL ENGINEERING, LAND PLANNING k DEVELOPMENT. SURVEYING 13 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 n Job No. 05-813P