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HomeMy WebLinkAboutS-0867-FFFFF MapTHIS PLAT TAM 0,P. N aHEWL Wav w aow WIM on ROAD Vicinity Map taws RW P.T3 100 0 100 STY1 j 4 STITI /4 SECTION 24 T-2-N, R-14- W Scale 1" = 100 ft 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. 300 DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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 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 u N89'33'58"E S84445'06"E S 225.16' @ 109.21' 13 l l4�36ry - ,N / 12 I , , 3 �\e�� IT08.66 / TRACT B 4 sas? 115.71' 0 65.08 114 �O K 127 >> I :., moo. eg2o � rn+ 1?33B• © �h � / 5 , � � \ 0 18 9 20' 9?7 qd� 42'36" a / s 6 $ „ Q in gym' = 17 r3200' 28$43, e e Nye; a ® S89'02'26 E 320.00 TRACT B 76.2 189.13, 5205 98.09' y� 600 > �• 16 S.7�3s, ry \ y' \ %� / 9 �I r ,dry 3 g 16 57 34 E 123.34 6r 0 \ ti 14 �h' � 28 f ^° S 0.00 qd l 0 ' S7854,3 h „E N7936pp' ® ,rygl 46,0 6 1 3z3d 1 s�51.47, cP 25 15 1�802' 11 ? E S86'22' 16" E N86 38'49„ E N80 28'S9 1 13� . 9z 123. �k �j 5 w ylr ^o o 50.00' N7rD7• W ?8. 17 \ uL 7.9 27' © 137.00' ti�JO. i .v 7.5 1 , �• Oi7\ s� - o 11� 5 w 2 18 19 , 2 128. 4. 430 o r a5.76. -�32 %T 117.92' 117.88' O 117.86 ® 128.27' Vb SPA 18 7.5 19 �$ cs 5`0 a 14 ,; 9r• 1n.s8' ,; 9� 1n.Bs'� BLOCK 1 8 N o _ \N 5 131i32'3d\ �,/46.75• y \ \ I q.5^�` '£i,a q+,`L" "ir q5� s/s• o g \ 1 "•' / �n' �3.38 90.80� �s 10 \ er �i \ 4j55 �l 3i� `§ h 1 3 ,'au 91`ro �i �9642- 0.0 , �p5\ 9S'13'45 v' 1d ss; 1`d � _ • , S'O,Tr 12 11 10 � ��'J 25� DRIpE 10 114.°? f 365.24• d�iy� - - - _ - - - N O w Op• \6 N �N ` b a "e 9a�b 8.83 10838 5 • tSO H�s�a a E 90'�2`� 73551d ! B'� \ d m� o O(b. - _. _ 137.00'� 0� ts+- - 6,j 17' N= \\ - ~ 16 -- o - - •\� _ ,0 E a ,! ?0 96CA 1000, b 137.00_� 0g� �'a do a a� �.14.53'- 240.35' / 7- q�4635 >o. �• Jc�� `'6247' '34'9KE �56725' �'! n $� \64L \ .00 - - - --137,00'- - 27:9 jy '' b 'u \\ 45. \17712 22 E9 . 82. � a 0 $ �-•-- 39.06' m �yh 6, 55\ 90' I n C10 w--1 0 13T31\ °225 O 1---__-_-------- -123. - �, w �, 00 ors , - g $� h�� w -120. 33; _ 29' -• - 1 . 21 a TRACT A BLOCK 118 � !� m ant 0 4s g 74' n ! 13 •� m _ -118.31' _ - 43. � ._ b o 187-06.25/ 250'/ h300 moo• •0' $ o°' o ,v--123.53'----119.14' - y� g - o °j o .• 20 � /«3 �:? a4 Wrn, \ b 7• I m. 25.0' 151.48' q5 25' &da�4,e- ` tk '° - O , ,,,, („ ?• cy� \� A 13 gS 0 21 ' a 506 oy os- oti °� 1 g 1 15115 q10 \ \ 16 `1�M1I g V 4 a 148r�'00, j] 18 0 w m \ N N 130'35'00• g6 a y L71i0Cx "' 'P •N 2� -e Q cp ARKANSAS STATE PLANE COORDINATES 8 N 166209.05 E 1175934.96 2 N 165909.82 E 1176056.03 N 165441.14 E 1176037.46 4 N 165120.74 E 1175877.28 5 N 164943.15 E 1175738.73 N 164753.83 E 1175518.19 7 N 164797.93 E 1175248.06 8 N 165231.45 E 1174723.40 N 165319.66 E 1174164.42 1120 N 166007.00 E 1173802.95 N 166342.67 E 1173907.94 I2 N 166344.37 E 1174133.09 13 N 166334.39 E 1174241.84 14 N 166300.28 E 1174345.01 1 N 166252.81 E 1174329.32 16 N 166163.23 E 1174600.34 1 N 166125.66 E 1174722.72 18 N 166102.97 E 1174838.43 19 N 166095.51 E 1174956.08 2 N 166102.40 E 1175073.73 1 N 166123.61 E 1175200.24 N 166148.32 E 1175334.99 N 166176.10 E 1175455.16 N 166214.40 E 1175615.01 CURVE DATA CURVE LENGTH DELTA TANGENT Cl 238 68 274P31 120.94 _RADIUS 600 00 C2 508 84 48'35 27 270.85' 600 00 C3 i 215 35 B2' 15 21 130 98, 150 00 C4 - 52 83 1508 O6' 26 57' 200 00 -- 05 215.76' _ 61'48'38" 119.7_2'- 200._00_'_ -� C_6 112.46' _ CT3610T 56.26' 1400.00' _ C7 i 726.66' _ 2e42 4Ni 371.13' - 1450 00' C8 229.83' 874718' 144.32' 150 00' C9 47.27' - 25 01 23.65' 500.00' Cto 551.26' _05 28'42'48•_- 281.55' 1100.00' Ci t 136 26 06'30 22" 68 20' 1200.00 C12 1 222 27 84 54 0T 137.21' 150 00 _t _-C13 32073 50'20'4T 171.55 365.00' TRACT E w >'20 a 15 16 gyti w rn �. 83 a3 a ad s. n , `1.9• 1 122. 9,. 1 \ \ \\ 1850T35 3 �: 7B & m !n �_ h o 9,q. �.; `�• 6.53' 26. .•.b '1?y°• y ,0'1• __' O qd .> 1g' ^ =' ,a yv R ✓o art /115.61' 133. �01• 0 95 i. 121.8 • � 58. ,^ a M as : aT C r 7.3 ' 4 6• , a S4• q -` 8S1 rn rn 30• ? 19' a z 1 :. �`47. 12.44' 115.42' 124.15' '1. 1 1 S" 2 ,�� 151 , 63.69' ^ 70.72' a ^ q7 105.59' 81' obi cb• 7.5' 1�- a i q5 5 1d 1 1 92 a 121.83 51.12- _ 88.47' 29.58' 122• s 05' 1 2 \ "551' .y3 $ S. .�� ,0 9j, d`V 1 1 urs - �50. 51' 'L1 �. \ ge �� a 121.83' ,11� s 118.05' y 118.03' Bg0• q/� ©., `� 5.9b4� 155._ 16 .o CO a \7i .3' . �1ti� 1 0 q`� 'i kk ? 'SS ?3r• q`� p OIiIC_ 2 1 �'� i ' 1�2gso• P� 6 \7 \ \ $ .S'. q'L #v� q'1' 'O• By ,n 4.,;., N 1 7.5• o obi '147'21 �,r LA141•/ �1 1 a' (� o O• it c0+ s.. y,• �1h i of 69' NDE W 1113 i� I� �j �o '3 25, w ^r�i .7 0 o in �+ O� rS� o i �48' D�►%458"L, i�� cn F•' 7q �. 22 1ar04• �42 3\ N�,. •s N j �N 36 �k y I,h 8 6 ^� V rn 7� 0 9 15.68. 1'� 94.15" o !' J' S /' j ob I o I C) 'o 21' m $ , "tH 1 in - y, �76 47.7g.. 5� �1 �+ wb O 042 -- le 6?•� �m .'� ea .b da ..1� .��, &_ a C6 c 67'- o �4 i I I 19 1Ja to. o; 6�' � 6S " -136.I )' _ n ro1 � � _'s. �L' _ ?o. � - -- R2• q� •51� -85. O? o�• /�73 0 -•- 57'4'c136.17_ --131.6'W 1 ' �9�i6.6 -.5' /.66'_ 0� b ^ 23 j l one oti °a - is9 C7 r-15°.4= -adcP N lc 8 �`0� 9 / / I " qti Sr_ T 9 4 1, - �`?'4v� "vh r' �, ilr39g5• 130.22' 4s IJ 40.00'-a40.00 - a ` f JO N pD n / w y p2,-127.83,- s--131.16- - ,-& V o f 1 o N % m 760226 76. / 24 qa ��- o a - - h� �'`',- N r/ 119 w.. 6g1o'ad �cSs ,L> I 75�0 1 16341'25 6 t� ByOCK g 16701, / l ro �C ! ,9 � q !1 1 25.W 25.0' ' 0g27 ,c�' $, yp -5. I7647'55"/ i A 13> `& CAI% 25 o ti o 26 0 2% i o 28 166'291 0 `o, 171.49' 6SRB;T6. .1 `�, 2 / / � ''�' b7 I Yn 13j.S7' I o n g 96b50 ,\ h $ 73.46' $ 19.29' 61'S6'3d / i o� J� N6�\'% •, Q� ro ,o in 11733' m rya o , d Yl 7>r 51.82' 66� I h 7.5' 1 1 ^a �590° $i �i iplr' Oi / % �. O BLOCK 1 > 8 o �$ > 196. �p 40.0• 1 1 15 997' ti` s C \ 6502'S5 ,�y, 5 h �a 1�2S gL / 3 4Rt B\\\ •/�s �'. NW 1 /4 36' .`�' I `5 \ s 1' 6nsr46 e y6 s� o c eg7 oti 4 SECTION 25 144.16' 147.9rS3`I t1� 145164\0�^3�ao , T-2-N, R-14 29 �?p a 14p O 1 `oR• ?S 9 J0` ONiS •� 1$0p"� $ ym"h // ?S0 7 / 9p00' �c,)� �,',�/ N81'01'57 w I ma's. ��°� qy \1 s6g`s2�� 6 1s.7186 �_ _6443� aZb- 39 5.89' 30.96 7 2s oI ,� a c3 i\ \ ; 71'01'2d yo 1 N 732. I 1� In ® TRACT A 6j 46. 31 00 / ti % of w _93.62= /0, / ss�g. N� 6ra6'Sd �� � f// 38 / �Q LEGAL DESCRIPTION 142.359'os. / I �l % 9 1� \ i 9e� *° 25a7?50. / /h 3% BLOCK 118 PART OF THE S1/2 OF SECTION 24 AND PART OF THE N1/2 OF SECTION 25, moo. 93'zs115 w /� npys T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED lb O f AS: y 16328' f 17725'S5 �,1b ,?s'J h~ 4 / BEGINNING AT THE SOUTHEAST CORNER OF TRACT B, BLOCK 121, CHENAL 32 q 4'� ^� VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE WEST RIGHT-OF-WAY LINE OF LAMARCHE DRIVE; 6g41o5 98y0,40 j q 3 �'R7• 204.00, 2d THENCE S2701'38"E ALONG SAID WEST RIGHT-OF-WAY LINE, 322.79 FT.; S . THENCE SOUTHERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING dTyJ� 177.7216g�,� \ry THE ARC OF A 570.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING 68 �j, Try 7.14g46 36 o TRACT A AND DISTANCE OF S0716'05"W, 469.04 FT.; THENCE S2633'4TW CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 358.21 FT.; THENCE 00. 3 000 s'11a484� oyOs / SOUTHWESTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING a 133 THE ARC OF A 570.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING o 13900'oo\ //? 21073 AND DISTANCE OF S3757'33 W, 225.25 FT.; THENCE S4T21'18'W �' �/°� Poe 4646.45 5 R570.00' CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 290.65 FT.; THENCE oh Ory\ •?S_ ,2q'/ O� CD70.00' 33'W N81001'57'W; 565.89 FT.; THENCE N243'3Y*W. 273.71 Fr.; THENCE T44'23"W, 7i6.59 FT.; THENCE 560.60 Fr.; THENCE01 35 �; sO°• LC225.25' N1722'05"E, 351.71 FT.; THENCE N89'33'5TE, 225.16 FT.; THENCE 58445'O6'E, 109.21 FT.; THENCE S71'42'36"E, 108.66 FT.; TO THE 0�4 34 j ry Lam' SOUTHWEST COR14ER OF LOT 13, SAID BLOCK 121, CHENAL VALLEY; THENCE `l10 4 oy� S18'17'24"W ALONG THE WEST LINE OF SAID TRACT B, BLOCK 121, 50.00 225.ag' Fi.; THENCE EASTERLY ALONG THE SOUTH LINE OF SAID TRACT B, BLOCK zs.a� 121 THE FOLLOWING: (1) S71'42'36"E, 285.43 FT.; (2) N80.43,39„ c� S7755'51"E, 128.02 FT.; 3 S785432"E, 117.92 FT.; (4) 7by S86'22'16"E, 117.88 FT.; 5 N863849E, 117.86 FT.; 6 273; N80'28'5TE, 128.27 FT.; 7 N7936'347E, 137.00 FT.; 8 71 N7659'03"E, 123.34 FT.; 9 N7631'28"E, 164.38 FT. AND (10) S89'02'26"E, 320.00 FT. TO THE POINT OF BEGINNING, CONTAINING 53.5135 ACRES MORE OR LESS. LITTLE ROCK PLANNING COMMISSION 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, AR D.R. 621 PAGE 233 INSTRUMENT NO 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. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.00 FT., UNLESS NOTED OTHERWISE. 7. 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. - R570.00' 8. ALL FRONT BUILDING SET -BACK LINES ARE 25 FT. CDS02"16'05"W LC469.04' 9. THERE IS AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT OF ALL LOTS, ADJACENT TO THE STREET RIGHT-OF-WAY. ppa� K DUTILITIIES. AY BE USED AS EASEMENTS FOR a�"A AA)NAGE AND/OR IA P ;INSAPPROVED- ASEMENTAPPRO,i CV EASEMENT REQ IIiED SECTION 25 „45< T-2-N, R-14-T4/ - PLAT OF LOTS 1-39, BLOCK 118 TRACTS A, F, & C BLOCK 118 LOTS 1-8, BLOCK 119 LOTS 1-22, BLOCK 120 TRACT E BLOCK 120 AN AMI DIlMON ZI°® ME = (DIF S /��✓� IIdII'Il'd' 3 IR(XI�q ARULARTSAS To be known as �y "BELLE VALLEE-THE MAISONS) BEING PART OF THE S1/2, SECTION 24 AND PART OF THE N1/2, SECTION 25 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS,��� NOVEMBER, 2003 © BA 11 lU• 1hSE & L'S 2,90tl ZAL !1 lLen77y LLl V lLo CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 .A Job # 03-0705