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HomeMy WebLinkAboutS-0867-QQQQQ Map 5145 CHENAL VALLEY DR c�E,a°y VICINITY MAP (NTS) CHENAL VALLEY OR •o g w�1ROAD VALLEY ROAD R984.93' _ - CDN85'10'10"E - LC46.84' - "- TRACT B 226.0C NO3'28'05"W 79z,.o 30.00' y 2 N PLAT BK. G, PG. 617 ts L% 5 . / 1'L�°0° 25 100 0 100 Scale 1" = 100 ft R620.00' CDN85'34'17'E LC38.19' - -- - CHENAL VALLEY DRIVE -_ .-- - - PLAT BK G, PG. 254 N87'20' 10' E CT A 396.64' d83'48'23 E TRA ns.00 s 1,s.a 552.53' 1ts.os' ass u7.7a' ,S s` 114.91' , `boy y1� ZZo• �Sc� e 30.4,' $ CK 85 300 R680.00' _-- _ R1387.39' --\_ CDN8258'50"E = n CDS89'17'49"E LC 103.29' -- LC580.62'.___ 1 OHO - r� N7837,36 E O TRACT B O© 198.77-tts.o6': 64, 148.12 141pil 148.00• b 115.52' ti 9'`°y 21 Al szo ?o• 9s77Z0' �y �'� �g ^? 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Ti 174'35S0'N IS' 150.17' • I 19•�n,�. 5d 41,25 g,1.7Z35' I `.orno I 8g� 169.13' � a / h s ,.ar, ''� section 23 JecCion 2E ._ S - R2984.79' CDS12'06'21"W LC254.68' $ r1 '53"E 40 00 10 11 R2944.79' CDS09' 10'347W 12 LC50.65' 1 3 I 55.L0 N 169'03'k060' msa4 0' 18600 ,75521I0I r vroiI,8I, 33a.• o9P?S 72 nI lII^II ^ppI �1I yas,s2.73 'fir 163,07' r 9�J93 1 JN 45.32117-63, 10' Esma 2 144.68' CO 162.95' � N Nn I1� 00i 1703315 K 'C�9SNil O 4 17638'0v 874jj•145.65, 154.30 1°' m9 714t'10 153.95'BVg0�qp 1-4 0' Emt146.44' 8'K I 7 51'30' 6S0 W184OY3d ij of e149.92, 178*28'35' *s 33 I W 10 aC EO ° 3 31 I 1a1.00• r� N 14r 47. BLOCK 88 3 1S � c7 " '1'0 g 5 I. I m. l4 13 7 Nya. _ nti� �I o A #'I R9 4 °' I e4` I r� I� N81119,0 Yo 49. �' j171ri'2d I_ ^y _ °°y '� 51 '� o 0V,5 I 0"W " 2 �\ \ e5y'b I q 19 14s.64 `° ^ otiti "1 w 3 q5 1 `� 20.00 30 �•.'1�O 156.68' 154.21• 76,1 H ^ 149.55' 9pPo I n '� 8 o io 156.45. 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CDS06'00'39"W ' LEGAL DESCRIPTION °o' f 9 �\ \\ g goy / / / /1' $ LC141.03' PART OF THE SW1/4 OF SECTION 23 AND NW1/4 OF SECTION 26, T-2-N, R- 107,6T / 14 12'25w N863 ' 14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE NORTHEAST CORNER OF TRACT B, BLOCK 'Soo, 18 �� / C5 89, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF �C 895555/ ti\� At �h CHENAL VALLEY DRIVE; THENCE EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY o"b g ry LINE THE FOLLOWING: (1) EASTERLY ALONG THE ARC OF A 984.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 17 N8510'10"E, 46.84 FT.; (2) N83'48'23'E, 552.53 FT.; (3) ARKANSAS STATE PLANE �� ��3•T �L �esssss I 1 EASTERLY ALONG THE ARC OF A 620.00 RADIUS CURVE TO THE RIGHT, A \ a CHORD BEARING AND DISTANCE OF N85'34'17'E, 38.19 FT.; (4) COORDINATES (NORTH ZONE) �s \\ y� 16 1\18-72010"E, 396.64 FT.; (5) EASTERLY ALONG THE ARC OF A 680.00 1 N 166068.51 E 1168180.78 R. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 2 N 166072.45 E 1168227.46 \\ II N82'58'50"E, 103.29 FT.; (6) N78'37'30"E, 198.77 FT.; (7) - ,j S11'22'30"E, 15.00 FT. AND (8) EASTERLY ALONG THE ARC OF A 3 N 166132.06 E 1168776.76 `,`IS 1387.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE 4 N 166135.01 E 1168814.84 �5�9 OF S89'17'49"E, 580.62 FT. TO A POINT ON THE WEST RIGHT-OF-WAY 5 ao g N 166153.45 E 1169211 05 a s°i. ?0j88, W 3 n Go I? N v o Z 13852'3T O x,62c JAI 2o1.1a• s7 4�ifl> 6'. SS3ZRS' 9g39'Sd 1� 24 26 X 90-W 0 5 >�S 60 13553 in A � TRACT 4�.2°' °� \ 1 act V� 23 \ LINE OF CHENAL PARKWAY; THENCE SOUTHERLY ALONG SAID WEST RIGHT -OF- -- WAY LINE THE FOLLOWING: (1) SOUTHERLY ALONG THE ARC OF A 2984.79 6 N 166166.07 E 1169313.56 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 7 N 166205.27 E 1169508.43 2 SlZ06'21"W, 254.68 FT.; (2) S80'19'53"E, 40.00 FT.; (3) 8 N 166190.57 E 116951139 SOUTHERLY ALONG THE ARC OF A 2944.79 FT. RADIUS CURVE TO THE LEFT, N15'58'34"W �1 A CHORD BEARING AND DISTANCE OF S09'10'347W, 50.65 FT.; (4) y N - 166183.44 E 1noo9tss 1 --__ 16.04' S08741'00"W, 250.73 FT.; (5) N81'19'00"W, 20.00 FT.; (6) 10 N 165934.43 E 1170038.55 S08'41'00"W, 300.00 FT.; (7) S81'19'00"E, 20.00 FT.; (8) 11 N 165927.71 E 1170077.98 S0641'00"W, 29.51 FT. AND (9) SOUTHERLY ALONG THE ARC OF A 12 N 165877.71 E - 1170069.90 1512.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S06'00'39"W, 141.03 FT. TO THE NORTHEAST CORNER OF TRACT F, 13 N 165629.85 E 1170032.05 BLOCK 83, SAID CHENAL VALLEY; THENCE N86'39'42"W ALONG THE NORTH 14 N 165632.87 E 1170012.28 LINE OF SAID TRACT F AND ALONG THE NORTH LINE OF LOTS 47 AND 48, 15 N 165336:31 E 1169966.99 SAID BLOCK 83, 285.11 FT.; THENCE S79'12'25"W CONTINUING ALONG - - THE NORTH LINE OF SAID LOT 48, 66.53 FT.; THENCE S54'45'0- W 16 N 165333.29 E 11 69986.76 ALONG THE NORTHWESTERLY LINE OF SAID LOT 48 AND ALONG THE 17 N 165304.12 E 1169982.30 NORTHWESTERLY LINE OF LOTS 49, 50, 51, 52, 53 AND TRACT E, SAID 18 N 165163.87 E 1169967.54 BLOCK 83, 531.84 FT.; THENCE N1558'34'W, 16.04 FT.; THENCE 19 N 165180.47 E - 1169682.91 N54'S8'43' W, 714.73 FT.; THENCE S85'41'42„ W, 173.27 FT. TO A - - POINT ON THE EAST LINE OF LOT 7, BLOCK 89, SAID CHENAL VALLEY; 0 N 165168.01 E 1169617.56 THENCE N211419"W ALONG THE EAST LINE OF SAID LOT 7 AND ALONG 21 N 164861.08 E 1169183.22 THE EAST LINE OF LOT 6, SAID BLOCK 89, 328,08 FT.; THENCE 22 N 164876.50 E 1169178.80 N41'16'40"W ALONG THE EAST LINE OF TRACT C AND LOT 5, SAID BLOCK - - - - 89, 155.22 FT.; THENCE N31'03'567W ALONG THE EAST LINE OF LOT 4, 2 N 165286.67 E 116859348 SAID BLOCK 89, 88.91 FT.; THENCE NOT48'04 E CONTINUING ALONG a N 165273.66 E -- 116842070 SAID EAST LINE AND ALONG THE EAST LINE OF LOT 3, SAID BLOCK 89, 2 N 165594.29 E 1168351.16 137.31 FT.; THENCE N15'29'25"W CONTINUING ALONG SAID EAST LINE 26 N 165710s5 E 1168246.75 AND ALONG THE EAST UNE OF LOT 2, SAID BLOCK 89, 118.96 FT. TO THE NORTHEAST CORNER OF SAID LOT 2; THENCE N0328'05'W, ALONG THE 27 N 165787.10 E 1168202.88 EAST LINE OF SAID TRACT B, BLOCK 89, 30.00 FT. TO THE POINT OF 8 N 165923.93 E 116821437 BEGINNING, CONTAINING 41.3330 ACRES MORE OR LESS. 9 N 166038.56 E 1168182.60 53 54 / g79119 42 W z '$ so'oo. 0 66.53 19 0 285.11, 1 18 47 �ra'O• 15 48 1 e� a .1$ o"I 4 50 tS% 51 \ 52 ` 49 NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 71.08' 06471C 35.58' 600.00, C2 33067 10&15,50. 242.04' 175.00' C3 171.09' 6521'05" 96.21' 150.00, C4 - 46.82' 1 T53'01" 23.60' 150.00' 05 - 184.14' 70'20'13" 105.69' 150.00' C6 92.05' 3909'43" 47 53' 150.00, C7 269.54' 102'57'24" 188 43' 150.00' C8 45.39' OZ36'01" 22.70' 1000.00, C9 127.32' 12'09'28" 63.90' 600.00' C10 78 89' 30'08'07' 40 38' - - 150.00, C11 103.98' 39'42'58" -- 54.18' 150.00' C12 118.71' 11'20'11" 59.55' 600.00' 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 TIMOTHY E. CATERS 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. DATE OF EXECUTION 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 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 AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ALL FRONT BUILDING SET -BACK LINES ARE 25 FT. 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 8. ALL TRACTS MAY BE USED AS EASEMENTS FOR CARTPATH, DRAINAGE AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 9. ALL LOTS HAVE AT LEAST A 10 FT. UTILITY/DRAINAGE ACROSS THE FRONT ADJACENT TO STREET. LOT 12, BLK. 85 HAS A 15 FT. ESMT. FINAL PLA T LOTS 1-32 LOTS 1-10, LOTS 1-12, LOTS 1-10, TRACTS A, & B BLOCK 85 BLOCK 86 BLOCK 87 BLOCK 88 BLOCK 85 EAM Li1177V TL�i�D t�� llT�vlllll�®dJV/ rjr(®�llT�0ll�7T111�Ce�(S�.\Tffulll�v®lf' Bell 11 u ll ]z J.[ (OCE:9 tiV.N11d1A V e1A2 To be known as "DEAUVILLE PLACE" BEING PART OF SECTIONS 23 & 26 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS NOVEMBER, 2004 © WRTB7,DA nma & ALSgo4z IlA1 z74 Hoc CML ENGINEERING. LAND PUNNING & DEVELOPMENT. SURVEYING 024 RAHLING CIRCLE LITTLE ROCK. ARKANSAS 72223 FIjL�j Job # 04-854P