Loading...
HomeMy WebLinkAboutS-0867-QQQQQ Map 2CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER ?n CHENAL VALLEY DR 9 CHENAL VALLEY OR v v WJNG ROW VICINITY MAP (NITS) I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. R620.00' CDN85'34' 17" E LC38.I9 100 0 100 300 Scale 1" = 100 ft CDN82'58'50" E u LC103.29' N - j N - w -' 070CD OE -M R1387.39' - CDS89' 17'49" E -- - - LC580.62'. -- -- CHENAL VALLEY DRIVE - O 4A N183 a RAC'!. n __. - O -%• T 1 `°,o. 145.00' - - O PLAT BK. G, PG 254 5 - __ _ 92.55. - 508 _.-_- O N8T20'10'E 3. 9 -_ - C7 52' �4 goy21.� roe?a rye .__o R984.93' - g .-_ - _ - s TRACT A 396.64' gs?� ti5. �ti ry� �d f '�� 'ectzon 26-- CDN85LC46. , -- a 48'23"E LC ' 11 0" -- N83' 4 115.00' 115,00, � ?0 �� 3 4 552.53' 17.74' 1 O 115.06' 04 SSS , 5 40 u y 114.91' `dog• •:`A ??0' � __- 130.41'°s BLOCK 85 m N R2984.79' TRACT 8 226.00' R"� -� 32 `b• a - 31 _ Lzj gs 25' -->_ ./ 45. , CDS12*06'21"W NO3'28'05"W 30 m N o-v 1 .39 105.32 \ SS 083T 30.00' 9 92,y0 29 c w a b = i7 1 Q6 , B qG" 184.84' '0 LC254.68' 28 2 U; N �` a��ot'15E Exnt ,j g� so.00• ,( C0 to N 27 N b o �j 2=1d9 Lm 80$ m � �T - 'h - _. = p - -115: N 2°5.52' 7. �rry� h/� 75• S PLAT BK. G, PG. 617 ' / 1p7:°� 26 '�'. h m "b�' 7 5.05� - . 9 46.5 5.60' N&5482TE 10' EsmL -. 2 CIRCLE 39g23 ,2 = 7d i ��9� -74�8r DEAUVILLE 224m' D' Eam r - y �\ 0{ / 1 �55 6 E 137.33' gs Q1` 1"a ( 4pa19'53,. ® �•?O• goy �R / l NBS12'26E C$T1.66' - l ✓,r 1 ,o ,Z 55101U �\iiP52'36- 70 lU 00' 70?88• �t�'\,/0�� ,o• Eam 192-78' i t- 1_.. _i r �- - oa. + - �+ I _I `$ \ \ \ gs?3o• il. 6.53 31_71�- - z 2T BWg. -- 42;J o- I e O 6 a ti 173.85' 3 h a9• ' �. 15�. _ - m $. _w - 9i eT43, O' � ' y of gi .9 10'6 �4 \N o ,�4 R2944,79' * 7 \ \ CDS09'10'34"W' s 1 � §g' - -- § �,� Kati 1 's � � �s' N 1 �' d -1 I `11 as:�. �5� s \� 1 "� ^Sa a� / b -eW9• Lire ati �I 12 I Iw � 17' s b 12 LC50.65' � „5 ,'SYa1''Shc 5 P 4+s ' / g �' N $' 1 la, f I ? 1 • I4� 140. `0 e'' I 1 @ 4`zD' R7 O "- ^ 1 3?4*'�1 ro'IV / SI I` i O I IN 1 16 p'C 8a', 1 iG Es L ,10�)°5 ,d `'lzsab•fo' 3 1 I �' N z 25 \ �° , 10 1 1 ", ,avn A< 149.87' ' S231' os•+o . I C3 13a'S2'35 6JJ, // •' 17"123'15'' 9Ya2 t5 146.55' a m m 5y 983p.1 Iw I18844'3S S 2,620'2 5 / 9 ,SpK 87'53.3g• 25 g3'1 Irn '1 10 P, `q eAAV 169.13' 2S 0i ; 'V4 Os% G9��n 1 w+ 174'35Sp',.> ° 150.17' �GI' Z33` 1 g ' 3 27 �' ,6 7 ro I181'33'55 clJ 201.14' 9T25gg. .t I y`2 J?,7� g?Ig 5600• I 1795215r CO I 163.0T I I ,d 152.73' O M O 117.63' JO' 10, Eamt 2 9�'''3 144.68' - 1 ' 4 $' n e v: SS 39'3d .1 J,y 'R 45.3T a5 .o R I 11 u 1 0 -1 u ' C..) Igo �g0 4 L9l c%,. 31ps, 99' I la o\ g�3p' p7i 92. 162.95' 0n'y a 20 -1 19x• ae'� „°', m 4 1� I IOo \ IN 17033'15m� ♦�h9 1g pci I I^ I9I5T2d 1)S38'S0'v 9�kry 154.30' �57,I N nl I ;iT• 61 - 22 /,�, �I 8 0 N �O 2¢ 16\ \ `+p, fs o 9� i74. I. 145.65' g'1 9 17P41'IlY 9? ~ 153. g0• 26 ti O 8g39 ✓c �\ m 146.44, 3310 g0 9p a °p 95' Fsmt. X x. \'8 'n. 169'03 OCi g 19•pg. 3a?g' 8627'4d n I I 90, q,.l la10, 1 s a 9aon w\ "so. �I ^� 1 i s1'sa yrsy0 +7aza is �l s4o5'3d oa h'a 1 :� 1 9'> ^ . I % 9a I %� 'J. of 'r1 % 149.92' r. g S p., b 13 & w \ 5 _''.t , v; g1 141.00' �o eo• BLOCK 88 s 3 Is ; I 10 0 3 19��• ti y s 5 i �� • 14 la £ 1b'- �N 4 zfta 2a' us '\I Op ,�i `4tJ %n l oM n I u BTk p14rJ 1 ^4 "�I �a N81' 19'0D"w TRACT A 10, �� i� „zap' h� d I I� - I a ^ 910 N I_ W � I` N I o 9 C> 00' ° ti 0 95 q 20. i 9 I q N us.sa' o I I 3 a is �s I 156.68' PI8 n 149.55' 9P07 8 0 6.45' 9l I ro � 154.21' JS' N n m 10' 5i,s SO 7?i�•23 Q qII 'a3984' II \ \S1.251 6 0,/6/19v4\3,, o Q�nnQ+4 " r ey 161708W1,6358•B m 6 5�1%545'5146*42,en .^ 01542el I r? ®?�/:T3. \ Js. \ \7 ?\s•6g, Shh / 10 5' 'B•�r 16259831• 7 95,9'4d 157.iossz 45 n o r , I ^+1 W u). 22 8T36'10' 189.15•,35- 8 �I I ar?9 5 78Y�. Sgi4' 20 CO /�'• ,. '� l I a \ it \ \ ?b. Cr 99•,a'2d 7?7'oJ• I IONO F57os, S. r I ° ,9 2p0� eS �esi eg �9r 11 " as 960a l� 763 5, // h^ gs 77e / , r l,az23'15 C3 5 k-j\ter a; sa. " p°-A a5 S81' 19'00"E \ sx\ N 0y / rg. 1?A \ 91'27' 1 �� / o a' 2D. 7 21 v �'/ \ / b \\ W 2s / /� '°v. %G OCK 15 030 o yro a S oA + C�� \ F.blj °/ 7gs1B'7r loaa's5 J e'/Y 'o v� (/ Saar Ya r $L sszl zs 16 0 . c oti p5 .a .y \ \ h p� \\' e yoo 12 o n J y6 \ B✓ 7 \\/ 1' �y �°, / 0 1oly,' 17 �N 0 56D 41 4 ' W 23 J36, O C 20 h6 \ l <as,s4a \ / 4� s/ /� 13�f 1 ro O ,.,�".^ry 94.6T r ,-�--- R 1512.39' 77s ` _ soap' \ s CDS06'00'39"W LEGAL DESCRIPTION oo• 19 f\ \ ziAg '6 / & / 9/o- �s '00, LC141.03' PART OF THE SW1/4 OF SECTION 23 AND NWi/4 OF SECTION 26, T-2-N, R- as5s'S5 yo a \ se" -1o7.6S 14 �`5 S�g'12'25 W N86'39'42"W 14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY J,S 18 T 9000) C5 // 'so sage. 66.53' 19 285.11, 18 DESCRIBED AS: BEGINNING AT THE NORTHEAST CORNER OF TRACT B, BLOCK r oo, / °a 0 47 89, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ff ; / �ryb \�� 249A eas?o3 Od 48 of F ARKANSAS, SAID CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF ��%" 8s55ss 0 t ero ° 15 ` CHENAL VALLEY DRIVE; THENCE EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY 9C LINE THE FOLLOWING: (1) EASTERLY ALONG THE ARC OF A 984.93 FT. C Sgs 7soo / 02 s J ob soy 9pw• RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF I� �lABsr3, / ^'s• 17 5-1 " w 49 N85'1010"E, 46.84 FT.; (2) N83748'23"E, 552.53 FT.; (3) ARKANSAS STATE PLANE 6755.55 EASTERLY ALONG THE ARC OF A 620.00 RADIUS CURVE TO THE RIGHT, A COORDINATES (NORTH ZONE) �l� \\ Ni 1 CHORD BEARING AND DISTANCE OF N85'34'17"E, 38.19 FT.; (4) \ �11 16 `yam k50 \ 50 N8720'10"E, 396,64 FT.; (5) EASTERLY ALONG THE ARC OF A 680.00 00 1 N 166068s1 E 1168180.78 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF --- - --- - - ---- - � \ hs 1OZ25.401 \ 1 I N82'58'50"E, 103.29 Fi.; (6) N78'3T30' E, 198.77 FT.; (7) 2 N 166072A5 E 1168227.46 - 51 ` �• S11'22'30"E, 15.00 FT. AND (8) EASTERLY ALONG THE ARC OF A 3 N 166132.06 E 1168776.76 1387.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE 4 N 16613501 E 1168814.84 OF S89'17'49"E, 580.62 FT. TO A POINT ON THE WEST RIGHT-OF-WAY ao $ 5 N 166153.15 E 1169211.05 v,7, � •� LINE OF CHENAL PARKWAY; THENCE SOUTHERLY ALONG SAID WEST RIGHT -OF- 1 52 WAY LINE THE FOLLOWING: (1) SOUTHERLY ALONG THE ARC OF A 2984.79 6 N ts616607 _ E 1169313ss _.E FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 7 N 1662059 E 1169508.43 \ SlZ06'21"W, 254.68 FT.; (2) S80'19'53"E, 40.00 FT.; (3) 8 N 166190.57 E 1169511.39 SOUTHERLY ALONG THE ARC OF A 2944.79 FT. RADIUS CURVE TO THE LEFT, N15'58'34"W A CHORD BEARING AND DISTANCE OF S09' 10'34"W, 50.65 FT.; (4) 9 N - - 166183.+4 - E 1170091.96 21 53 - - -- - --- 16.04' S08'41'00"W 250 73 FT 5 N81'19'00"W 20 00 FT (6) 10 N 165934A3 E 1170038.55 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. S08741'00"W, 300.00 FT.; (7) S81'19'00"E, 20.00 FT.; (8) 11 N t65927.71 E 1170077.98 S08741'007W, 29.51 FT. AND (9) SOUTHERLY ALONG THE ARC OF A 12 N 165877.;t 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 54 BLOCK 83, SAID CHENAL VALLEY; THENCE N8639'42"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.i1 _ _ E 1769966.99 CENTERLINE CURVE DATA SAID BLOCK 83, 285.11 FT.; THENCE S79'12'25"W CONTINUING ALONG 16 THE NORTH LINE OF SAID LOT 48, 66.53 FT.; THENCE S54'45'07"W N --- 165333.29 E 1169986.76 - CURVE LENGTH DELTA TANGENT RADIUS 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 165163.47 E 1169967.54 C1 71.08' 0647.16" 35.58' 600.00, BLOCK 83, 531.84 FT.; THENCE N1558'34"W, 16.04 FT.; THENCE 19 N 165180A7 - _-- - E 1169682.91 C2 - 330.6T 108'15'50' 242.04' 175.00' N54'58'43'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 C3 171.09' 6621'05" 96.21' 150.00' - THENCE N21'14'19"W ALONG THE EAST LINE OF SAID LOT 7 AND ALONG 21 _ _ N 16486108 E 1169183.22 _ C4 46.82' i T53'O t" 23.60' 15000 THE EAST LINE OF LOT 6, SAID BLOCK 89, 328.08 FT.; THENCE 2 N 16487650 E 1169178.80 C5 184.14' 70'20 13" 105.69' - 150 00 N41'16'40"W ALONG THE T IN OF TRACT C AND LOT 5 SAID BLOCK E31 LINE 2 - N 16528667 E 1168593.48 - ' - -- 89, 155.22 FT.; THENCE N31'03'56"W ALONG THE EAST LINE OF LOT 4, -- -. - ---- - C6 s205' 35'o9•a3" 47.53' 15000 SAID BLOCK 89, 88.91 FT.; THENCE 1104'48'04"E CONTINUING ALONG 4 N 16527366 E 1168420.70 _ _ C7 - 269 54' 1 OT57'247 188.43' =. 150.00 SAID EAST LINE AND ALONG THE EAST LINE OF LOT 3, SAID BLOCK 89, 2 N 16559429 E ti6835ti6 - - -- -- 137.31 FT.; THENCE N15'29'25"W CONTINUING ALONG SAID EAST LINE 6 N 165710.95 - - - E 1168248.75 C8 a5.39' --- Or36ot" - - -- 22.70' ' -- 1000.00' - - AND ALONG THE EAST LINE OF LOT 2, SAID BLOCK 89, 118.96 FT. TO THE - - - - C9 127.32' 12'09'28" 63.90' 600.00, NORTHEAST CORNER OF SAID LOT 2; THENCE NO3'28'05'W, ALONG THE N 165787.10 E 1168202.88 C10 78.89' 30'08'0T 40.38' 150.00' EAST LINE OF SAID TRACT B, BLOCK 89, 30.00 FT. TO THE POINT OF 8 N 16592393 E 1168214.37 BEGINNING, CONTAINING 41.3330 ACRES MORE OR LESS. 9 N 166038.5G E 1168182.60 C11 10398' 39'42'5ir 54.18' 150.00' C12 118.71' 11*2011" 59.55' 600.00' DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. CATERS, 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 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 RECORD , 20 IN PLAT BO PAGE FILED FOR 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. /D -21- FINAL PLA T LOTS 1-32 BLOCK 85 LOTS 1-10) BLOCK 86 LOTS 1-127 BLOCK 87 LOTS 1-10, BLOCK 88 TRACTS A) & B BLOCK 85 AN tm5ll�lYa1D1 ii ll (D V�v ll ® ll lClllTJrl`e�t' v1•1E1�vu ll ®LC IE zq AS To be known as "DEAUVILLE PLACE" BEING PART OF SECTIONS 23 & 26 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS NOVEMBER, 2004 ©>�II97Fr1IDA17f�18.S A�S�II.9717E.S9 Hfr- O CML ENGINEERING, LAND PV NING & DEVELOPMENT. SURVEYING 024 RANUNG CIRCLE UTTLE ROCK. ARKANSAS 72223 1. Job # 04-854P