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HomeMy WebLinkAboutS-0722-K Map 2BLOCK 8 16 -I I I BLOCKI 10 I 11 i 12 13 1 14 1 15 N88.30'27'E 85J9' S88.03'36'E 297 94• ,q _i-B5.79' T4-53`-= ad 65.00' - i - 7-- I 17 , 1 ... . C'ilo Ng0 37' 58' ssg�9 BLOCK 11 ' 69.93' 2 SpOc�9�/ 14 \ \ eP ,a. 39.44'05t / joy 17 o I s 10 9 s g 3 gory tiryp 19* , 0• _ _� -� z 0 6 _ CONCRETE MARKER 8 7 a ry c5d SOUTHEAST CORNER S88.03'25'E --_; 259uildin4 line 5 �' �� 15 SE 1 /4, NE 1/4, e'� se ^` SEC. 8, T-1-N, R-13-W 22.72ft 85.00' L 84 72 65.00' �� & 9 b a q o F 'n d 0" �' qd��,� -- 65.00' S3.3T 1104' 5G 1¢. a gjp6�d\ / 9. QV MISTY CREEK DRIVE - _ '9S?;\Qg9'` 4 s'Ao s Sa �2 v Cal 68.00' 65 Go' w 70,00' g. 70.00' & 70.00' yG _ 65-.00 17.82' u� -- qd - 6Qeg, .-, - --- -- _ - .,.DSO \, v 25' Bu. c71ng line -- - -- -- _ -S /o � 2U . / �. � y .• CD 1 19 3 20 s 21 22 z 9 23 g 24 S 25 m �� p _Lr5 'as, J 5 5 BLOCK 14 / �p I TaS.r _ 0 , 70.00' - 9a 70. N88'03'25'W 132.90ft _ _65.00 5 CURVE # RADIUS DELTA LENGTH TANGENT CHORD/BRG (S _ - QQ 38:47 3 c,- qd °o 7� "� i rnN s a S o m 3q 3 o h °i% ru 5 6 7 CY! 4 �l 2 w 3 0 �, 4 25' Elulldlrg IInP U, ,D da2 `Fr. �O Js. ,a .y--- --09b,6 n e 65.87 26.76' 38.25' a� 57.64' < T y - & �a6 cico C) Z38 v 65.04' � 9 48 31' a 31 95' / �g °� M /�0 n CHERRY LAUREL DRIVE '� <, "`; 53 73 3340,fi. N8 404 2' 5: / N 53.89' 40.62' 1d - - \ A� -_ ----- -- --- 4r �8.13' 61.g7' c- L^QO NS m 34 % 52 W o 33 z 0�i� - x s � / ti sp Q 23 I g \ �dAo 09 y9't,'Jr- 51 35 g 32 2p %rs, j�� � 1184� 1.1.J qa t 40 .a qq 0 v` +o J 129.62' . r v 1 99i, 24 °a <� '`'9'n' 36 I50 � 31 �' N � .` 1`'3 -N0344 ° M 25 S� � s� a 'pJ S"o• �. �' 37 T,ti i j5a:? of h ao °� W ;0 30 9 3 ,..� - \`'�- �'4 47 n T 112 CO 38 S�S •\ \� / /a , a :,del N \ ' / \ 48 `r 29 ¢a �g00" 47 27 t \ Ilip 28 0� 4 I '0j got46 v, O BLOCK 13 1 tad i A A.� tuW'al 5d '�, l 9-gg, ro. °f 41 :C it �1 '/` - \\ '•SGa'S,7- '� �'� s'. n7nY 45 3 � Zi85, ` uz co 39.80, \ �o 42 44 7g6 ' 43 � p 4>v N66 / A� bib �07• 8556' \�` PbW. C1 15078' 28'00'59" 73-73' 3762' 73.00' S74'04'03"E SOOf C2 150.78' 66.10,00" 174.12' 98.22' 164.61' N60'45'21"E C3 2864.79' 1'54'06" 95.08' 47.55' 95.08' S8707'29"E 3<0?\ °s C4 150.78' 59'35'52" 156.84' 86,35' 149.86' NO_T13'43'W C5 150 78' 8'25'30" 22.17' 11.11' 22.15' N06'08'1.3"E ti C6 150.78' 39.59'23" 105.24' 54.86' 103.1 V S3 T 13'42" E June cl 1994 Legal Description Lhe'r -" L_i-eek R t the EI/c' cf Sector S. T-i -'w L r- At car't,lzularly describeo as _tatt )- i. re _ southeast cCorrected ),' f$ 1. e nt�.t1 e South line of the SEI/4, NE1/4 said Section 8 and being the ' Southwest Cornet"' D`' „Lot 16. Block " Chem. ;_."�>el-. a Addit+On the City of Little Rock, Arkansas there SS`00 44'E JJUth line of Said Lot 16, Block 8 22. 41 f­t. to the point Or - beginning, thence S88'00'44'E and continuing along said Scutt - tine and along said Coutl-; line extended Easterty 134.43 ft, to the Southwest corner of Lot 11 Block 10. said Cherry Creek thence N68'30'27'E along the South line of said Lot 11_ Btock 10, 8579 ft to the 'outhwest corner of Lot 12, said Bloch. 10 thence L88"03 3- along the South tine of suid Lot 12 and along the South tines of 12. 13 14. 15 & 16, said Block 10 29877 ft. to a corner on the South tine of said Lot 16, Blocl' 10; thence N80'37'58'E along the South line of said Lot 16, Block 10 and along the South line of Lot 17, said Block 10, 69.93 Ft, to the Southeast most corner of said Lot 17, Bloch' 10, thence N28006'50'E along the Easterly '.ine of said Lot 17, Block 10, 69,23 ft. to the Southwest corner of Lot 1: said Block 10; thence S61°23'01'E along the Southerly tine of said Lot 1 Block 10. 101.28 ft to the Southeast corner- of said Lot 1, Block 10; thence S58429'29'E, 50.02 ft to the Southwest corner -,f Lot 14, Block 11. said Cherry Creek; thence S61'22'47'E along the Southerly line of Said Lot 14 Block 11 104.94 f t i thence S41°O3'49'W, 12'3.26 ft; thence Southeasterly along the :arc of a 175.78 rt radius curve to the left, having a chord kearing end distance of S23°06'44'E, 73.33 ft.; thence S72'54'5l'W, 4950 Ft.. thence S49'33'40'W. 99.98 ft,; thence S01`19'15'W 58,52 ft.thence S12`53'07`W, 71.58 ft; thence S27'25'32'E, 7407 ft.; thence S23'3109'E 147.96 ft.; thence S18°32'57'W. 14043 ft.; thence S25'09'32'W 203.38 ft; thence S16°39'34'W 65,87 f.t., thence S34'56 45'W, 168.36 ft,; thence N66.12 01'W, 335,00 ft., thence N27°50'25'W 239.94 Ft., thence N51°27'52'W, 8395 ft,, thence N35`43'04'E. 191.08 ft., thence NOI'55'03'E, 15-907 Ft, thence N88o04'5q'W 4062 ft, thence NO1'56'20'E 16506 ft.; thence N88°O3'25'W 132% Ft.; thence N01'5412'E 1648' ft.; thence S82'24 24'E. 22,72 f t thence NO2'01 51'E 104 90 f t, to the point of beginning: containing acres more or less. CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, D❑ SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND D❑ 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. 6-22-94 DATE OF EXECUTION DATE OF EXECUTION OE D WHITE D.R PAGE REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED WITH. ACCEPTED, THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID 6-22-94 RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER _FILED FOR RECORD 19 IN PLAT BOOK PAGE vgTES 1�CN �IvL WERE SET AT ALL _LOT CORNERS 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 _INES AND NOT POINTS ON A CURVE 4 DISTANCES SHOWN ALONG CURVES ARE CHORDS RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25 - ERROR OF ';LOSURE /':O;000' PAGIS MARKERS WERE SET 4- `HOWN 1zzce gt / 62DF.Lx Umy ZHOOITiONAL EASEMtNTS q0U RED PLAT OF: 0 ADDITIONAL AsEMEMT3 ARE REQUIRED LOT 17, BLOCK 8 LOTS 2-10, BLOCK 10�SASSHo r LOT 15, BLOCK 1 1 LOTS 22-55, BLOCK 13 ; LOTS 1-7 & 19-25, BLOCK 14 X t) CHERRY CREEK An Abolition to the City o-L' i Little Rock, Arkansas F_r,t of the E 1/c _1 1.-N. R-1 -W: Putrast. 13 WHI7'E -DA - v, [. R N IN i i- r N\l '` `