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S-0867-QQQQQ Map 3
WIN 1,X, CHENAL VALLEY DR OL,UO GNEll- VICINITY MAP (NITS) z i CHENAL VALLEY DR io \p f Kw15 ROAD VALLEY DR ROAD 100 0 100 Scale 1" = 100 ft 300 i - -` R 1387.39' R680.00' to CDS89'17'49"E CDN82'58'50'E ---- - LC580.62'___ LC103.29' - - R620.00' - ' 0 L;+ CDN85'34'17"E - 7o�= LC38.19' - -- _ - - gp' E -- -- -� N�g37' � TRACT - CHENAL VALLEY DRIVE_ _-_ ,2 a5oo -__ -_ _- - O � 198.7T PLAT 8K. G, PG. 254 5 - 11 -- _ w -- - 4 N87'20'10 E - -- - 995p5y'"¢ gi21'9rp)? �"� •ts. ,"4$ col Section ,Z.i = 3 L7 115.52' o• Section 26 - -- TRACT A 396.64 1�3 9szr a1' & N8348'23 E a L� ^'?a 68_ I `11• - j"l$ 3 4115.00' 11s.00' I17.74' tts.2 Q, ~ 'B d29d 552.53' � 114.91' -- i1 / 7e-R2984795130.41' OCK 8\31 1 10.2-1001310. CDS1206'21"W \4q LC254.68'30 CR 402928 7 • t174pt't3E ,� SO.DO• /? 0 27 o 2ossz o.6•,'�.� ``1 o-zs4o, 8 i 26 b a� - , 9r46.5 ' 5. 394.23 to' FsmL - -� 1 -1�sr --,rSoar CIRCLE Nes4e'2TE r - t ��\ e• zo1- , s 53" a 9 DEAUVILLE 224.DT 10 - _ - 1 (s�� �` 2 ssldtp ,{ t *sr 6 10 10 40 00' f ^, l NBS12'20E C8 -. N, m S?' 11 2p�gs, oR5 Ss 13%s�°0 10' Eam. 92.76' 1 - 1_ _, 1 r - - - - - F 1 _I ° ,. \ ) t 85' .. R2944.79' /e 6. 3Z1-r- : -25 i19�� a � y 'I I a,. .4a ��0°6 ^° \\� \.cE 173. CDSO9'10'34"W 62 g 15224t16\'y20o�l� j� 50�)Nj SB.T?• g�4S'N 1t/L5��pp/9v� � / ^' -S it n �' j 9z°` 1w1 .17' 'I.'`8 ?s3Ia°r IN is` ImI es4''z5R ro^'r,. 1s i BY'1%I4oI •�°I �m I 575sr2o431'1dJ� aIU4•II> • m �88'19tZp. N0b IP LC50.65' 12 140.17' $ ?II a EL NNIS 3 12548td 13E06• 022td10 149.BT t5 tfW725 9Z02146.55W1W W9 1 +r I 3 99Ts?39 1dI Iv .oI ') s8 nrJo 'A 7rJ'5�' 8600' 11 I11 - l I i- ti 17552'75 <tQ �O I III 152.73' 201.14, '611rm00 163.07• 117.63' 45.32' 31 soOF ak4 A62.99 2 tori.>7 I I1 N n+ \ 17033'15 9 B?9kY V ' I' a " � 0 ... ♦J c i'Oy ffiRr�'JS1• 3g s5to83•9 L 3qt1t5J2�"'333� \'�,ngf 1\m\\\tJ \\\ g�$t L II511d 7538s,'pdN 1 178e� 1sa.3o E^145.65�lsI�S'5?•I \o IIq'�4i CX�nt + io\ II�'•Icd �'31 7Qns �Q'`:ri.'�rb!�' 7h ^ V y,g�p,82427/� a 7j d•4I,�,�W,�1$Ati/ I _I1'9"ri .j "EXy, to smE .y8 0 /0' 9 171'41ld W24 • I 827'4d^ 1 .y 0'146-44, Sb,4g•40,6703'ad VO& 8 1851.30' 178'28'35 f, 1805101 14992°s29/eml. % 141.00' �r�O '^ 4 o3g - - ' 7 10 14 1$LB811s'o0"WOCK 88 3 E 9, 1 CT A .00' TRA 14.90''6ao .55' VP�9Q N 156.68' 154.21' •y„ 1 N. F ^5,91 i17 101S 1`-5• �1� 51ptsp3w•4,"pk398' 43'23 551-9ao0+s.¢ O 16J 00dt W v o .5d 155'42, la y "5 16?1-4 2552�3110 CD G 53.�I 106-42 5 N 46- 93IV4d 151.0v \ ' i �pgw 22 toss \ / �1�g1s35 8 Mi I,Rrz9JS si7 qua% 1 a � � f �\ 'Q�G �9t•t6'25 5 ,gr�. „ $ / ` „� gg14'2d6 ` ,?'*J'75•I I,-bz23't5 U 5 No te�SD� 2 �'o `'s. Y o ��g8 �9r S81'19' f S ,`• WOO' \ L� sJev�� s>s J '3' R ��SN \ N sr2Tzs\J\ � � o , 3� oU 8 2 15 20. O, 00" 21 0.1 k�5^3ti816 } Al; \ 1oQoV55 ,12 ti.0 ,O 17 a^o�t Nbj 20 42W Q s13 R1512.39'17327940 CDSO6'00'39Wes5s5s C�� 19i Ii LC141.03' LEGAL DESCRIPTION ti �% 14 ^.5°0 12'25 W N86'39'42"W PART OF THE SW1/4 OF SECTION 23 AND NW1/4 OF SECTION 26, T-2-N, R- ��' �$' a \ \ -11•G� S79 14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY rys 18 9000'i CS �/ / '� 9pw 66.53' 19 285.11' 18 DESCRIBED AS: BEGINNING AT THE NORTHEAST CORNER OF TRACT B, BLOCK °o• 's• / ,a $ 0 a7 48 89, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, C`�`�> \% / �ry \ �' ti4g4 o�ss ��o ^h°o tPPCS F ARKANSAS, SAID CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF 15 0} CHENAL VALLEY DRIVE; THENCE EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING: (1) EASTERLY ALONG THE ARC OF A 984.93 FT. Yl 1ts °o• RADIUS CURVE TO THE LEFT A CHORD BEARING AND DISTANCE OF �� �jg 8¢3y / ,s 17 s'1 �` �� 500 \ 49 N85'10'10"E, 46.84 FT.; (2) N83'48'23E, 552.53 FT.; (3) ARKANSAS STATE PLANE - 1 I o a g$ ^ EASTERLY ALONG THE ARC OF A 620.00 RADIUS CURVE TO THE RIGHT, A COORDINATES (NORTH ZONE) ph \\! 16 5�� 50 CHORD BEARING AND DISTANCE OF N8934'17"E, 38.19 FT.; (4) 01 J�\ .y '11 ca �pN 1�k \ 11 N8T20'10"E, 396.64 FT.; (5) EASTERLY ALONG THE ARC OF A 680.00 1 N 166068.51 E 1168180.78 r s, `� J j� s lorzs'4o 5 \ FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 2 N 166072.45 E 1168227.46 �� \ \ 1 1 51 a•� N82-58'50"E, 103.29 FT.; (6) N78737'30"E, 198.77 FT.; (7) - v �e y 9� �te�'`, 3 N 166132.06 E 1168776.76 t St 1'22'307E, 15.00 FT. AND (8) EASTERLY ALONG THE ARC OF A < 2 1387.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE a N 16613501 E 1168814.84 �3 OF S89 1 t49"E, 580.62 FT. TO A POINT ON THE WEST RIGHT-OF-WAY s LINE OF CHENAL PARKWAY; THENCE SOUTHERLY ALONG SAID WEST RIGHT -OF- 5 N 1ss153.a E 1tss2n.o5 004,' S2 WAY LINE THE FOLLOWING: (1) SOUTHERLY ALONG THE ARC OF A 2984.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SlZ06'21"W, 254.68 FT.; (2) S80'19'53"E, 40.00 FT.; (3) SOUTHERLY ALONG THE ARC OF A 2944.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S09'10'34"W, 50.65 FT.; (4) SO8741'00"W, 250.73 FT.; 5 N81'19'00,W, 20.00 FT.; (6) SO8741'00"W, 300.00 FT.; (7) S81'19'00"E, 20.00 FT.; (8) S08'41'00"W, 29.51 FT. AND (9) SOUTHERLY ALONG THE ARC OF A 1512.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SO6'00'39"W, 141.03 FT. TO THE NORTHEAST CORNER OF TRACT F, BLOCK 83, SAID CHENAL VALLEY; THENCE N8639'42"W ALONG THE NORTH LINE OF SAID TRACT F AND ALONG THE NORTH LINE OF LOTS 47 AND 48, SAID BLOCK 83, 285.11 FT.; THENCE S79'12'25"W CONTINUING ALONG THE NORTH LINE OF SAID LOT 48, 66.53 FT.; THENCE S54'45'07'W ALONG THE NORTHWESTERLY LINE OF SAID LOT 48 AND ALONG THE NORTHWESTERLY LINE OF LOTS 49, 50, 51, 52, 53 AND TRACT E, SAID BLOCK 83, 531.84 FT.; THENCE N15'58'34' W, 16.04 FT.; THENCE N54'58'43"W, 714.73 FT.; THENCE S8541'42"W, 173.27 FT. TO A POINT ON THE EAST LINE OF LOT 7, BLOCK 89, SAID CHENAL VALLEY; THENCE N21'14'19"W ALONG THE EAST LINE OF SAID LOT 7 AND ALONG THE EAST LINE OF LOT 6, SAID BLOCK 89, 328.08 FT.; THENCE N41'16'40"W ALONG THE EAST LINE OF TRACT C AND LOT 5, SAID BLOCK 89, 155.22 FT.; THENCE N31'03'5CW ALONG THE EAST LINE OF LOT 4, SAID BLOCK 89, 88.91 FT.; THENCE N04'48'047E CONTINUING ALONG SAID EAST LINE AND ALONG THE EAST LINE OF LOT 3, SAID BLOCK 89, 137.31 FT.; THENCE N15'29'25"W CONTINUING ALONG SAID EAST LINE AND ALONG THE EAST LINE OF LOT 2, SAID BLOCK 89, 118.96 FT. TO THE NORTHEAST CORNER OF SAID LOT 2; THENCE NO3'28'05"W, ALONG THE EAST LINE OF SAID TRACT B, BLOCK 89, 30.00 FT. TO THE POINT OF BEGINNING, CONTAINING 41.3330 ACRES MORE OR LESS. R984.93' ---.. CDN85'10'10"E LC46.84' 62 TRACT 8 22 NO3'28'05"W 30.00' 2 I � 111 N PUT 8K. G, PG. 617 ' 0i v= pr 's o,. w '6• 3 TO 0 00 M N d' M C O Z 3esz•3s vt� oL,%, g+ a ��I. S6's SSJZQS' -f- 1�9 v ' © Ly 7• 's. 6 6 N 166166.07 E 1169313.56 7 N 166205.27 E 1169508.43 8 N 166190.57 E 1169511.39 - - - N15'58'34"W �� 9 N 166183.44 E 1170091.96 16.04' 21 53 10 N 165934.43 E 1170038.55 11 N 165927 71 E 1170077.98 12 N 165677 71 E 1170069.90 13 N 165629.85 E 1170032.05 54 14 N 165632.87 E 1170012.28 15 N 165336.31 E 1169966.99 16 N 165333.29 E 1169986.76 17 N 165304.12 E 1169982.30 18 N 165163.87 E 1169967.54 19 N 165180.47 E 1169682.91 0 N 165168.01 E 1169617.56 21 N 164861.08 E 1169183.22 2 N 164876.50 E 1169178.80 2 N 165286 67 E 1168593.48 4 N 165273 66 E - 1168420.70 2 N 165594.29 E 1168351.16 6 N 165710.95 E 1168248.75 N 165787 10 E 1168202.88 8 N 165923.93 E 1168214.37 9 N 166038.56 E 1168182.60 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 7106 0647'16" 35.58' 60000' C2 330 67 108' 15'50' 242.04' 175 00' C3 171.09' 65'21'05" 96.21' 150.00, C4 46 82 1753 01" 23.60' 150 00 C5 184 14 70'2013' 105.69' 150.00' - C6 92 OS - 35 09 43' 47 53' 150.00' C7 269 54 10757 24 188.43' 150.00' C8 45.39' 0736'01' 22.70' 1000.00, C9. _. 127.32' - 1709'28" 63.90' 600.00, C10 78 89' 30'0810T 40.38' -1 50.00' C11 103.98' 39'42'S8" 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. 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. UA IC ur LALUU IIUIV 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, BILK. 85 HAS A 15 FT. ESMT. FINAL PLA T LOTS 1-32 LOTS 1-10, LOTS 1-12, LOTS 1-107 TRACTS A, & B BLOCK 85 BLOCK 86 BLOCK 87 BLOCK 88 BLOCK 85 Li11TV� TL�r]1�1arW��7a1�YlTl�vll TllOON Tll�p®�llT1�111�1Ce�C�Tll�vllq GI L !1 111 I& 1N®�1 K9 Li�1i�11A\A V BAS To be known as "DEAUVILLE PLACE" BEING PART OF SECTIONS 23 & 26 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS NOVEMBER, 2004 WMTZ-DA\9MS & Aalocu7178'.S, Iffi� CIVIL ENGINEERING, LAND PLANNING h DEVELOPMENT. SURVEYING 24 RAHUNG CIRCLE L17TLE ROCK, ARKANSAS 72223 Job # 04-854P