Loading...
HomeMy WebLinkAboutZ-7278 MappC�1C�5ga!� RTIFICATE 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 THIS PLAT .3v � / D E OF EXECUTION 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. E IC TIMBER COR RATION Chenal Club BI 7-30-01 _ittle Rock, Arkansas DATE OF EXECUTION PAUL M. WHITE ' 1). R. PAGE REGISTERED LAND SURVEYOR _ �••' N0. 1281, ARKANSAS INSTRUMENT N0. _ --- ,.� 88-61004 f Q� TGtA-7STE-E d � STALE OF°'may, ARKANSAS t N0. 1281 i # O i1GXATURt � i GENERAL NOTES:`A, �,5�' 1N'v7!+� ' 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS ��yyw`111At�s 2. ALL EASEMENTS SHOWN _--= ARE TO BE USED ......••^" .... FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVA I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS A X REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION ti80A, i� AtAS III REGISTERED CERTIFICATE OF RECORDIN PROFESSIONAL ENGINEER THIS DOC MENT, UMBE �' FILED OR * RECORD �� j 10 ��o No.5033 PAGE . IN PLAT BOOK-• A _ , Circuit Countyl MEASURED TO' A POINT OF INTERSECTION60 Scate t e I �� + LYN STALEY.,•! OF LOT LINES AND NOT POINTS ON A CURVE. SE 1114, NTV 1,14 Q 4. DISTANCES SHOWN ALONG CURVES ARE o� CHORD DISTANCES. 5. ALL BUILDING SET -BACK LINES ARE 25' S83'40'30" UNLESS NOTED OTHERWISE.Qra �& b'g 22, 231.28' 7 (LOTS ?9 50. 31, 32 & 33, BLOCK 73 HAVE �O o, 1 HAVE A 15 FT. BLDG, SET -BACK LINE) C� 9`� t10; I 0 -if 112.06' j`63 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 6 s BLOCK=s6d"4 ?, 71 �69 4 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ��nE 0� ARE 25.0', UNLESS NOTED OTHERWISE. 1 j0 g5. °5 'b 5 c: > �p 4 CID 8. TRACTS A. B, C, D AND E MAY BE USED 6 a ` �u'� T�51j4 1 AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES. 65 p0 65 A 3 %ice J - __� - /j �\ SO. / dl jr 70. Z 2 8 s r3,r si b .52' 70.25 ZIA.d\ �� \ vs O 6.9 2 89.06' \ I - IQ EJ f - B�pO(� E Y A>U� 31 ggi� �g j,0. \ oC'o� 55E © \ CDS70500'21"E 69' 0'54 \ 29 6 S i LC33.13 N / \ 16032'25 Z 22 / mob/ r'o 6 UcO, ,�SF6 �Tsu i J \ \ NYO 'Y 30 Y ooz\\ \s2e5 op oq.0 `%�\ \ 8 �'!0, a'.�b� / \ �$ o ` fy4 p.,C t 262 20�•�� �,� ,'` 21 46.13' / � V o 1 • g V� - �J 1j l \ 9a 81.8 , 35.67' \ ti955 s` a6 �y� o �` R507.47' 51 0 .0 9 �" 'b 3 6� / 2 3 *y _'� °S'36.1a `° •�.�� � ' 4 \� 3 J SG' v' O. � CDS38'35 18 E in at °' >`- \ \ y a'+sza .s �j "- \ LC89.84' 10 00, N \ '14 /�R" \ OS \ `'a\ TRACT A 9 �X00' 3 \x•00. "-• ,� �' \ 19 .\ \ NIN;I j 4 j S W 1, 4 �� \ g5775� 76 2 °o-°0 �G.. to `'a\ g,� `\� s °o. ,tip \ �° \ \4�.s NE 1 /4 as.s,,,25.24 11 6C \ \°o \ d eo 0 ! \ Cap1569ti \ ° ��$✓ /o/ \ p �\ s°�\ \'016 \ \�$ \ , X950 m\ \ CZ 90�. 2 I \ > ,^4\ 1pl So -S `3 \ a�20 sa v1 s33 134.67' -1 ��oo ��,°6aR �e5yh \s\� \\ ?� 00 75 (_A C �o Q me \ AWL ,6 77*1r+s I }�s, � °o� h 9000 �8�zs2 e; 1 .� \ 74 ori 91-4 '10 > � 90oo°\ O NE LENGTH DELTA TANGEM RADIUS !01'88• 4 �' m / y \ °O A y �6J• , s2o�G °\ i _-.260.,2• -7TO2'14- 154.76-'_ 19098 � /\g\ �T1S• e A - ti°r' 55.05' 11'0013r 27.61' 2848 a- `14 4885' 8444'45 161\�3 9684' 1522'DC 48.89' 28648 68.31' 2 'j, 98 60 18104 02' 026'0 57.44, - 159 07' 31.48'46 81.64' 2a6.48 _ '2Sio• 8y �,�• \ !9\ \ 600 9N-07-46 ,38 I ,�'1 / / ,�°A� c'•\ fi �i9. 16859' 1649.4r 84.91' 573.96' ky'� 5 ��� \,OB929SS�S,. -It/' /6' a / F ' --10106 10'06'27 50.66' 5_7296' _ �t �'1' -o / j �nJ' \'R 14 94). r� n \ q, \ 78 54 --... 18000'00" p ,5 O ,o 7 zs.o0 o. >e\ c'¢ o ea1o, �sss• 9000 5 3O PaC�15 tiO"j3- 02!02 41 It 00 15 o 0 � :� / S ,a ! ., �? • � � �` °�s ,y!A Off, 6 9. �'ihp• 8547.96' tl� / �o. `9ti X636 CDN72.59'15"E z a �aw`o go Ov� �/ ��� \° �, 9aoo'\' / �f // a 5t�`�`L' <y LC93.09' S 5 �( rr Ci / \ \\ \ \ / /oo / ^i %'�'7a• 40 15443'55 6 a 17 R ♦(O1� �qo' �5/ h 9rZ+ba y`, \B?j, \ ?\ \ l N / b O ALA, 5� 3 \ \ �T?� 39 \ J 41 °cp 0) JPI 16 CIl G?q5 1� /A� \�> 22is !L /�tiO' , 26\\\ a1$ yrrW gay.,"" $ ,�'V, \ \`7?s4• ��.,'•� o 14 °�' / 25 ,s /^�o`�' \ \ C,�/ 9x09 39 # 15 ®��� / 24 13 die 1% 63.86' 8929'04 2 7 R597.96 J 13LOC� 22' ,4 '4 0' 27.06 e CDS76.39'44"W w 23 - 92 -ry �� ,�h� / d 4q +sn0c LC25.00 0 �A' /.� `l,, s3 0 /9000• 38 '*Yi 10 Z o x259' g004' X35/ / �1° p . JOE T. RO8111HIGH OL o �4 2 5� / 9s '04 % �� / / os �� �o^ry THIS PUT �' 30 � 28 / ti 29 /o ' «,4,7 ADR. �' 9553'45 / 7 \ �O �� / '� �. /h /90.001 37 `� \ ON I J CP `ra" 14f l ,O 00 A, VICINE MAP o 31 66.75' a 15 u.. V` /���0 18527'25 � " a• 107.90' ti I,�iys 72�o��p1��w r cj 97ao'30 36 54' � ---� 0 ARKANSAS STATE PLANE t5 129. 51.21' 85"00'85"w Vol- m ` TRACT E 15.17' � � g / N 7A I � 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 PULASKI COUNTY, ARKANSAS. COORDINATES (NORTH ZONE) 126 ' //�° - 329. 3o5j. r 26.62' 81.28' 3.9 I( 0_ 1 N 174059.04 E 1159464.27 \ ,55� 2 N 173883.17 E 1159270.08 \\ 8 66'. 35 3 N ,7382,.-69 E 1,59325.76 - �: �\ 32 ,�4� �W. ,-5 m TRACT B © PLAT OF -- -- 4 N 173788.12 E 1159288.70 JS p) .0 a N 5 N 173822.73 - E 1159257.35 \ o �' - % °0 X 9. M to h �6 iI 6- N 17374728 -- E „-59,74.04 �' sy ,`�E 1159190.61 � h ^' 33 -� ��'�9, LDOTS�7, 1-8 w p BLOCK ry71 9 N 173301.37.. E 1158860.75 12 �� 6'�d y� / ^ti�316, �` 53.99 - �3„,W` 9 565 4�� - TRACT A. B. 1- !X 7 3 - 8 N 173372.56 E 1159020.32 -- to S8�'09 53 Q LOTS 1-6, 10 N 173297.12 E 1158775.01 4/ �6�` O 85.84' BLOCK 73 I N 173246.66 E 1158622.35 6J�6 �Q6� ,°00.23'44 w LOTS 23-33, BLOCK 73 12 N 173292.73 E 1158579.176�Q�Q� S7 16Q �6 LOTS 35-41, BLOCK 73 13 N 173406.50 E 1158476.2 14 N 173653.45 E 1158412.25 11 LOTS 74-76, BLOCK 73LOTS 1 - 1 6, BL 0 CK 74 15 N 173647.68 E 1158387.93 16 N 173696.56 E 1158377.41 CHENAL VALLEY 18A 17 N 173723.80 E 1158466.42 PART OF THE Wt CTMI 18 N 173867.88 E 1158459.50 /2 OF SECTION 16, T -2-N, R -14-W, LITTLE ROCK, PULASKI RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OFS COUNTY, ARKANSAS; MORE PARTICULARLY DESCRIBED AS FOLLOWS: N73'22'O6'W, 222.66 FT.; THENCE N8T46'2TW, 182.40 FT.; THENCE 19 N 174075.89 E 1156409.08 NORTHWESTERLY ALONG THE RC OF A 507.47 FT. RADIUS CURVE TO THE 20 N 174194.67 E 115898 COMMENCING AT THE NORTHWEST CORNER OF TRACT M, BLOCK 48, CHENAL RIGHT, A CHORD BEARING AND DISTANCE OF N65'43'14•W, 381.09 FT. TO JJJ L/LV 111 VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID THE POINT OF BEGINNING; THENCE S47*50'05"W, DEPARTING SAID SOUTH ��T 21 N 174186.46 E 1158385.37 -- CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF CHALAMONT DRIVE; RIGHT-OF-WAY LINE, 262.00 FT.; THENCE S4709'55"E, 82.95 FT.; Ly11V ��®\ �® �lla,TlTliv Cm ®� -- - THENCE ALONG SAID SOUTH RIGHT-OF-WAY UNE THE FOLLOWING: 11 LC1llIe C 2 N 174233.68 E 1158368.93 N6943'06"W, 509.53 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A THENCE S4T50'05'W, 50.00 Fr.; THENCE N47043'16' 46.69 ETT. THENCE S4T50'O5"W, 112.40 FT.; THENCE S6657'16'W 174. F IE 1 Rang ARKA OAS 3 N 174281.73 E 1158506.97 447.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE THENCE S2T13'52•W, 372.17 FT.; THENCE 565'S7'19"W, ,74.73 FT.; X11.... OF S76'35'4rW, 509.27 FT.; THENCE S41'54'43"W, 293.39 FT.; 24 N 174396.86 E 1158466.90 THENCE S8T09'S3"W, 65.84 FT.; THENCE 57723'44W, 1 53.4 FT.; --- -------------- -- THENCE SOUTHWESTERLY ALONG THE RC OFA 507.47 FT. RADIUS CURVE TO THENCE N44'26'00"W, 61.68 FT.; THENCE N470T29'W, 153.40 FT.; 5 N 174452.74 E 1158627.45 THE RIGHT, A CHORD BEARING AND DISTANCE OF S76'01'30"W, 569.21 THENCE N14'32'09'W, 255.11 FT.; THENCE SOUTHWESTERLY ALONG THE 26 N 174509.37 E 1158696.81 FT.; THENCE N69'51'42"W, 237.35 FT.; THENCE NORTHWESTERLY ALONG ARC OF A 597.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND THE ARC OF A 924.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BERING DISTANCE OF S7639'44W, 25.00 FT.; THENCE N1708'24"W, 50.00 N 174483.89 E 1158926.68 AND DISTANCE OF N7330'43"W, 117.77 FT.; THENCE N7709'447W, FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 547.96 FT. RADIUS TO be known CIS 11 CHALAMONT PLACE" 8 N 174432.12 E 7159029.02 742.17 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 185.50 FT. CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N7759'15"E, RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 93.09 FT.; THENCE N0744'5TW, 144.25 FT.; THENCE N13'37'37'W, 9 N 174333.97 E 1159090.38 585'43'25"W, 109.18 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 214.04 FT.; THENCE NOO'02'55"W, 118.79 FT.; THENCE S7948'29"W, 30 N 174238.26 E 1159144.76 18.75 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 25.00 FT.; THENCE N19'11'31"W, 50.00 FT.; THENCE N70.48'29"E, c FT.; THENCE 31 N 174294.28 E 1159257.13 188.00 FT.WRAN S URVEENCE TO THE EFTEA CUTHWRHORDLONG BEARING ANTHE ARCD DISTANCE 170.00 FT.; THENCE N50'46'28"E, 89.54OF A 146.17 Fr.; THENCE N19*11'31"W,121.91 FT.; THENCE S83'40'30 E,E BEING PART OF THE W112 OF SECTION 16 32 `! 174204.79 E 1159301.75 OF 529'01'21"W, 95.00 FT.; THENCE N7TO8'48"W, 50.20 FT.; 231.28 FT.; THENCE 563'09'547E, 114.69 FT.; THENCE S3700'49"E, 33 74216.'0 E 1759324.42 THENCE NORTHWESTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO 115.75 FT.; THENCE S29'36'20'E, 110.08 FT.; THENCE N63'29'55"E, T -2-N, R -14-W THE EFT, A CHORD BEARING AND DISTANCE OF N04.03.57W, 96.80 FT.; 125.56 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID 34 N 174207.52 E 1159356.42 THENCE NORTHWESTERLY ALONG THE ARC OF A 18.75 FT. RADIUS CURVE TO CHALAMONT DRIVE; THENCE S26.30'05"E ALONG SAID WEST RIGHT-OF-WAY THE EFT, A CHORD BERING AND DISTANCE OF N30'46'00"W, 7.66 FT.; UNE, 100.00 FT.; THENCE N6329'55"E CONTINUING ALONG SAID WEST PULASKI COUNTY, ARKANSAS 3 N 174129.26 E 1159408.24 THENCE NORTHWESTERLY ALONG THE ARC OF A 185.50 FT. RADIUS CURVE TO RIGHT-OF-WAY LINE, 25.33 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG THE LEFT, A CHORD BERING AND DISTANCE OF N59'51'19"W, 110.37 SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00 FT. RADIUS NCE 7ITHENCE NORTHWESTERLY ALONG 3�,AEES3R03TND ITHE RCOF A507.47 Fi.RADIUS CURVETO THERIGHT,A CHODBEARING S700'211"EH33.1FTTHNC33E CONTINUINOF G ALONG JUNE, 2001 AND DISTANCE OF N68'03'43"W, 160,52 FT.; THENCE N58'57'4S W, SAID WEST RIGHT-OF-WAY LINE, 93.87 FT.; THENCE SOUTHEASTERLY 210.73 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 447.47 FT, CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 507.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S38'35'18"E, 89.84 FT. TO THE POINT OF BEGINNING, CONTAINING 20.1860 ACRES MORE OR ESS. 13 WM7T9_,pA A=O'Z! = ` .,. 24 RIWLING CIRCLE `LITTLE ROCK, ARKANSAS 72223 09i 100e 9' 96 9i 92 In, nqi iVld\VBI\A0\666T\ N