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HomeMy WebLinkAboutS-0722-C Map 4CHERRY CREEK 241 `1�0. �� I �Jll-� ��J ✓6 -57 I ::�Jg ��• CLOCK I / � I I I i , rz51 FLOCK 3 I >'>yssc? S88' S2' 14' E ZBB. 22' 1281 i N79' \ Syss..9 p4iZd /93' 21' 40'\ �� / Sy, Q, - 70. 10' - - - - - 152. 62'- -- -- - - - 90. 4p� d 9 F , + s - - 65. 50' - - — 2 Q ! s S CREED o a 2 n 94 as �0 d Y rd s O\ B6 CHERRY � �1261 4;0. ^ o � FLOCK 7 (22) \ 7.5. .I J F� �. / 1 z3) 93 2r\ 30 G\ \ 6LOCK 3 6 1 7.5, 22 h� i 24 0 6y56 o d s�,) /' CHERRY CREEK ,LQ /ati. B5.44'2% \ n, `^ ,,52� , � rn OOA J5�4 - 89,57' �9'F , DLOCK A 2q A2.29' ,S 502.!41 8 i \ \ \C90 es f 211 �s m 22. '' 135. 95'- • _ 2y. 5 5 - / b S4• / �. 60 \ v \! N 2& PpD0 D11211, 90° 0 J\ ��- - _ 5% I / / m� JP /i 10 / 00. '•�, 0Fi ' 9 85' 47' 30° •\ / \ I n rn �� 0 v ? 4 'n 60•. `L 2 9i S \ /L8 n t 113' 28" O 91' 25' 40' \ `\ an ° V �O. \ 'v \ o -\ 100 6 - /moo '�� \,� �!�( �O ,,,0 / 7 /' 151 ! z01 mp \ 20 �\ � or � 9 50 � - \ �+ D 6 90' � o �T tea. y "o. ✓ ,1�2, i2o' \ \ �' v0 4 F 00- 00 20 'y B9°07'40:,• 1 s 85° i \ L-,9O O 90- 164-33'30-'-j6✓S j6,. �'o0 0 s ,' S / 10 0QQ\ 7 0 h J24 0 . �O 0 i Q / /9D• 3T 30' O. 5' ✓'• , oy �� 9 \ / 6 2p• ,EO ` 90' 1 I 89' 05' 30' / B / O , 'm- / O h B9' 20' \ \ i 1'� o �OGK 9 \ \ \\ /�87 35' 30 0' / 7( vO 26 ,� 1L m 1 m p / / / �4 / Q 9 i .;� �Oyy'L 96' 51' 30' 1 8 JJJ / DOS 33 \ 12 \ \ 93 !>9e �aPtN�EpSEM N \ V3? a� s 101'zi' a o `V 2 i� / �e\4e"3oBL0�CK 3 /90.3e 9 C<, 17 J9 O 09, 16' (6) 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, DO J 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 ACCOROANC W TH THIS PLAT. ROCK SUBDIVISION RULES AND REGULA IONS WIfZ� �1�VLf11/'MNr �'' HAVE PEEN COMPL I ED W I TH. i, �--- I _ DATE OF EXECUTION 4�i�' Z 1C t3YvXJkLt v , `a G !cam �— D. R. _---- PAGE L.t2. AIL. 7?,24S GATE OF EXECUTION JOE D. WHITE —' REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS '� 5 INSTRUMENT N0. 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 Wf ACCEPTED, THIS CERTIFICATE IS HEREBY ! EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E.'CATERS r t� REGISTERED PROFESSIONAL 1 ^ q__ — 2- 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 —_ . Legal Description - 90, ,A � h � 9 GENERAL NOTES: 16 % 0s �2. �1 1. IRON PINS WERE ET AT ALL LC, CORNERS m 1 O ` 90 to �� \ o ,D �6 ti @7'z4' h ? / �/ •pp 2. ALL EASEMENTS SHOWN- :::::APE TO BE USED PAGIS MARKER �-1 _ o n_ p, '1? o, p,• 0 2054-0012 L- N \ o \ 20, \ o• / ti / ��" 5p ;) FOR DRAINAGE AND/OR UT I L I T I ES. \ 14 s9 �a / a 56- 12 a 3. LOTS W 1 TH ROUNDED CORNERS ARE =� ��_ \� / �• po' a MEASURED TO A POINT OF INTERSECTION o \ 90, W \ \ o o' OF LOT LINES AND NOT POINTS ON A 6 09' m 1 5 \ 90'48' 1 1 / 90° CURVE. �! 1 / o Sz0 8So � 'L 4, DISTANCES SHOWN ALONG CURVES ARE a 1JC'S75, q/ 0- co `' CHORDS. ;&-o- 5. RADII AT INTERSECTIONS OF STREET 4 RIGHTS OF WAY ARE 25' y�OO m� \ 1250 J` 1p0'42' a \\ /138'59' 12 /74'50'30' /.\°� 90. 95 a� 6. ERROR OF CLOSURE: 0. 7348'/20, 000 ? o \ f 2a• �\ / arm o ,y 7. PAGIS MARKERS WERE SET AS SHOWN. ° A. ALL C+JILDING LINES TO _3F 25- 'JN:._F_SS '\' 1z8 55 / NOTED. CID \ 17LJ / (17) v8 � m o' 61 Oo / o0 o z 16 / `99 10. 17 96.30• 4o Curve • Radius _Delta Length Tangent Chord/Brg ?s� / a \\ a ✓ ' _/ \ \ / �`/ •y$' C1 2864. 79'- 60 47' 08• 339. 28' 169. 84' 339, 08' N29-00-59. OE ,6 h : CZ 238. 73' 50° 12' 02 209. 17' 111. 83' 202. 54' N50-43-26. 2E [�a I VE 60. 1 18 06' + C3 1432.39' 4°23'44' 109.89, 54.97' 10186' NIB-54-16. OW o ' 120.p0/ UREI'- ss 32• /ham \ fp6° 7 C4 572.96' 23°32'59" 235. SO' 119 44' 233.84' N32-52-37.6w 11h' L A a 5l' \ i / O C5 124.56' 41'32'55" 90.33' 47 25' 88.36' N47 46 25.8E 51• o, A VO 5j5.49'21•M o 131 30 43' yeti \ .\ q s ' AS' PAGIS MARKER S S75 j _ \ 20 s �� 2054-0011 Om. 00- STATE PLANE COORDINATES w s 21d�\6°f2 IS• mac' �9FS POINT • NORTH EAST s `fl � \ ' r ,N 9o' KAN I S RDAO 5.4 2 148, 0010. 36 1, 189, 040. 77 \ ti� J 25 ke i 13 I THIS PROJECT 4 147.873. 24 1, 189, 236. 44 — 73, 58'-._ _� \� i80 ,0 S69•,1 ' CHERRY CREEK 5 147,804.81 1.189.340.95 I �- PHASE 3 0 5 147. 577. 75 1, 189, 188. 22 1'! N84.20" - S7g"22' • e 147. 454.46 1,189,133.85 .189, 082 ei 44 M 73. 58' r 11 21 E 47. 60' 9 147, 383. 26 1, 189, 046. 40 1— — — --- 1— C�) f0 147, 197.42 1, 188,949 44 `T a 11 147, 140.98 1, 188, 788.31 12 147, 150. 14 1, 188. 715. 30Lq `L 13 147, 251, 97 1. 188. 686. 63 ^n 14 147. 238. 91 1, 188, 62B.58 w �z 15 147, 233. 34 1, 188, 603, 82 16 147, 282. 12 1, 188, 59Z 84 17 147, 348.68 1. t86.524.96 I 8,9 3 N 18 147, 472. 06 1, 188, 457. 61 I 11 F, r� 19 147. 728. 54 1, 1118, 372. 99 50 U 100 n 20 141, 835. 36 1, f@8, 313. 53 21 147, 814. 31 1, 188, 267. 19 -- 22 147, 974. 72 1, 188, 361. 03 23 147, 961.35 1, 16B, 379. 72 GRAPHIC SCALE IN FEET PAGIS TIE TO STATE PLANE COORDINATES 25 148,011.44 1,,188, 5478. 67 26 147. 960. 91 1, 188, 615.84 27 f48,%60 10 1,188,944.49 ( 1 I C I N I IY MAF 28 14I 986. 89 1, 188, 944. dl V f Part of the SE 114, NE 1/4, Section 8 and part of the W t/2 of Section 9, T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Beginning at the Southwest corner of Lot 35, Block 3, Cherry Creek, an Addition to the City of Little Rock, Arkansas, thence S88'52'14'E, along the South line of Lots 35 thru 38, said Block 3, 288.22 ft. to the Southeast corner of said Lot 38, thence N79'56'16'E along the South line of Lot 39, said Block 3, 90.49 ft, to the Southeast corner thereof; thence N80'iB'28'E, along the South line of Lot 1, said block 3, 6.95 ft. to the Southwest corner of Lot 2, said Block 3; thence S57°38'34"E along the South line of Lots 2 & 3, said Block 3, 183.71 ft. to the Southeast corner of said Lot 3, said corner dying on the Westerly right-of-way line of Cherry Laurel Drive; thence S60°37'09'E, 50.23 ft. to the Southwest corner of Lot 6, Block 4, said Cherry Creek Addition; said corner lying on the Easterly right-of-way line of said Cherry Laurel Drive; thence S58'16'54'E along the Southerly line of said Lot 6, Black 4, 125.0 ft. to the Southeast corner of said Lot 6; thence S32' 25' 51" W, 273.65 f t. ; thence S46' 44' 26' W, 72.68 ft. ; thence 532' 47' 5 1 " W. 90. 48 f t. ; thence S25' 37' 41" W, 80. 0 f t. ; thence S26' 03' 2i" W, 209. 6! f t. ; thence S69' 11' 46' W, 170.73 ft.; thence N84' 20' 44' W, 73.58 ft. ; thence Nt7' 13' 24" W, 105. 79 f1. ; thence S75' 49' 27" W, 84.87 f t. ; thence N14010' 33" W, 50.0 f t. , thence S75' 49' 27' W. 51. 63 ft., thence N14009' 54" W. 79. 84 ft. ; thence N304 07' 34' W, 140.56 f t. ; thence N19° 45' 24' W, 270.08 f t. ; thence N30' 36' 044 W, 122.25 f t. ; thence N51127' 04" W, 60.54 ft. to the Southeast corner of Lot 7, Block 7, said Cherry Creek Addition; thence N43°20'26'E, along the Easteriy line of said Lot 7, 141.60 ft. to the Northeast Corner of said Lot 7, said corner lying on the Southerly right-of-way line of Point West Drive; thence Southeasterly along said Southerly right-of-way line, being the arc of a 542.96 ft. radius curve to the right, having a chord bearing and distance of S44159' 54" E, 18.43 f t. ; thence N45' 20' 21" E, along the Easterly line of Lot 32, Block 3 and said Easterly line extended Southerly, 162.34 ft, to the Southwest corner of Lot 33, said Block 3, thence S40°35'49"E along the Southerly line of said Lot 33, 78.55 f1.; thence S54°56'59'E and cant inuing along the Southerly line, of Lots 33 & 34, said Block 3, 84.86 ft. to a point on the South line of said Lot 34; thence N44°33'Oi"E and continuing along the Southerly line of said Lot 34, 56.47 ft. to the point of beginning, containing 13.3557 acres more or less. Plat of Lots 4-31, Block 3, Lots 7-12 and Lots 17-21, Block 4, and Lots 8-17 Block 7. CHERRY CROCK An Addition to the L(-/I i ty Of Little Rock, Arkansas ��t% Part of the SE1/4, the NE114 of Section 8 W1/2, Section 9, in and part of all T-1-N, R-13-W, PUIaSkI County, Arkansas © WHITE - DATERS & ASSOCIATES, INC. 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING © 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 OCT08CRr ", 194S