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HomeMy WebLinkAboutS-0722-C Map 1f241 L, \ S>. '9 kph 97,11 40''\ OZZ CHF�RY C�EE=K ��e�°s 6,� PJLOCK 7 c-I-{E_i?I� Y Cis E E K 1 ' 1 t I I I I ' 28 E 6.95' ` 251 � I N6018' [lLCCK_ p I SS>• `O� S88' 52' 14' E 288.22' 2e I ! N79' 56 16' E 90 49' 61-I9 .� v 6SSS•F . �� C �- - s- - - 152. 62' - - - - - - 65. 50' - - — - _ g0 v6��.. � i 231 \ � � 6LOCK 3 6)1 '--, s' / 6 2,Np a� v�\ 22 �� ' � 3, 24 - �5� 86��� 4 sso•/ � ,Y NE� .� F k' p ,. B,° 44' 20 / \ o �7Si 89° 57' B9• / k .L P i rn a / I_I_. [� s 29 co q i F 9 >6 dP I h 1213 \ '. s �_ 22j a 135.95'-.►__Jeq 1�. '7U•27.' 159'10.,� 1, �; J6S0 ' \ a -� - 6Q'S4' \ /, \\ P' cv l.-6.. _. - — - L-U' O, PPQ\�Sis 2 I / j e�-�� /90' 0 ^p0 /2So�('!2n n, �, 0>. _ 1-j 1 I / J O>•� e• 'i 9 85° 4' 30' \, = a 0 Op i A n ' 9., \, ',, 'n 113' 2a ' _ S>- 97t 25' 40' \ v\ 5, so, o /\ 10 �ti. i o° I D7 „O '� \\ 25 179 yAq. \2� C� 'O ��. JwIQ, 33. / /90' 41' / IDS 00' O� �� 432h V �1 i5/.5, 2O /� 1� \ 1/ \00 i 9 10 /C a" 9 1 0 17 7 \ \ •i, O� ti 0 ! J/'_ a Q "13�` x / /� cif , 0'` 29 �6 q O o \ 0 200 \� / 7 PAGIS MARKER y� 2054 U012 go-.17' 30' \ S06 y O 19 B'3' 05 30' i s 1191 g1•t1d0'` I I \\ \\ rn 26 9\\\\ �O ��;1. 9�'9 \��\>4, / a0 `89'20' Q` 8 7' 35' 30• / n`o / �.26. h^� �/ \ • N T/v 36, 1 e 01 ^, 90' d0� tpo % � \ \ v� .y �h `-10 96'51 30, I B /� 1 0 O NPGE�EM N1 y o ,32 g5 9 A \ \ 98 / �P BLOCK 3 90. / VJ - y� 0 � �v$ L , FOLk Ar I'D PII Ens ,M;Nrs ReQut7Eu 1" ARE , rQU18E0 As sn�r BY GATE: CERTIFICATE OF SURVEYING ACCURACY JOE D 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 REGULAjIDNS HAVE iIBEEN COMPLIED WITH. DATE OF EXECUTION iJOE D. WHITE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY A \690' F� 9 0 �J�NER��L N- 17 s 16- j\ \�- h� �... , \Js ems. �0��.iA- 1. IRON PINS WERE SET AT ALL LDi COR(VFP`3 24 10 9011Or a , ., ao/ ,Z6 ti ! pp ALL EASEMENTS SHOWN- -. ARE TO BE IJ r \ o \ 20, o\\ o ti / ^1 / j cp FOR DRAINAGE AND/OR UT 1 J I T I ES. 14� s� ems_ T �p S6- m° \ 12 a0 _3, LOTS WITH POUNDED COPNERIS ARE 0 �o MEASURED TO A PO I N F OF INTERSECTION 71'49'40. o oo' %� OF LOT L I NES AND NOT GO I NTS ON A 126' rn 9G° 90° h CUR V E . og 'L 41 4. DISTANCES SHOWN ALONu CIJ'VES . ARE 61 1`� CHORDS. ��iF�OG o� 5_ RADI 1 AT INTERSFCT'0,'�1S OF `_-;TRLE a� n \ 1 L� s- �\ y° q/k � m NIGHTS IMF WAY AGE y e_ 0' s 4' ,9 -\\ 2� \ / _l �b e \ �� n�3 4_ �, I76°59 12 / 10 r n, g a EPROP OF F a o sow ti CLOSUR.. 0. 4S' 0AG1MARKERS WEr1E Er AS 51101vN. d/ �r _ of _ 11Q. .✓ o % vl '� 17 QO, �. ;', �o , 1 , O ' ,. _ S 1 - - 1 / �- = V - __. �, 6 - 96,3 �1 I r,-lryg Hd� - '.' - .. -'- C9 - �- _ S. _ DR 1 V E 3\ \\� ? )9 1" 111 8 C N504i-26._F \ 12zo, f I�EI- 9A•3 � � 18 pa�o / °� 1432 39' 4'3'44° NY. BY 54 9 109 P.f,' NIH hi 1F Cw V _ 572.96' 3 32'39" ?15_ ,0 119 44 1. 84' Na 5? 3 v 1161, "'�, ^4 35�,63' i s CHERRI 50��o 114 56' 4f`3?'5�° 9n =a3 4 ? Nn 4E , r HJ 36" j 11 r 31 is 1 14l , M SA B1, _ 19 PAGIS MARKER A, tq 5 1 20 2054-001f WW ', J /� 21 • ✓ ✓ <i ;LATE PLANE COfIR[ N4-E5 � J` y�F a m\ \, BLOCK A/ �;� 01 f01NT NORTH FAS -'� °'-'� a, II 1 +48 000.3, , iBR N 2 148 001. 36 1, 189 14 `•r ' ' y �/ 2` , '1j0 Jy 1 147.899.0p 1. 169 197 '� 1 :� Q' ,' A6 N - , ` . 59'- 5 � u; t'I 4 14 873 04.24 1. 169 ' n 44 - 73, _ 1i11 ';$� \ E19•, __.� �� -- � 5 14 804 5f 1, IB9. 4j y, -' 6 5 . ? 5 1. 169 188 » N84' • " �I I S%qo �_, ' Id 29 71 1, 189 3. B� 20'44 N 73. 58' 111 2 2; c8 147 454 4E I IB9 687 6ro J•. "..11 N 1 U PAGIS TIE TO STATE PLANE COORDINATES 9 147.383 26 1, 189 04F d 10 14', 197. 4r 1, 188, 949, d4 11 147, 140. 98 1, 168. 78a 1' 12 !C, 150. 14 1, 186, 715. 36 I? 147,251.97 1.188,586 51 l4 J47.1`30.91 1.186.628SE IS 147,233 34 J.188.603 K I 147.282.12 !.188,592 64 I:' 147.346. 68 f. 168.524. 9s 18 14',472.06 !,188,45' 61 19 147,728,54 1.168.37e 95 20 147. 8,35. 36 !.18B 1I 1.5= 21 147 874.31 1.168 '6? 19 22 14'. 974 72 1,188 16 9.' 23 147.96J.35 1. 188 3 i_ 24 148. 072.40 1. 188 98 13 25 148.011 44 1. 168. cr 4' 26 14'.960.9J 1 188.5Ji 84 '� 148,000,10 1.I8B.In 49 28 141,986.89 1.188,944 41 ! J f,.. P-- _. a \,7I IFIITY f1i 1, 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. l DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFFSSIONAI CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN. 00 HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANC WITH THIS PLAT. V'JI��CIGj� b�vEt.ur'M�Nr �. 7i DATE OF EXECUTION-GFJAL7 G. 1 ENE 1�rT5. 0. R. PAGE L I?. , /- P_ ' zas ADDRESS INSTRUMENT N0. -V :�D?5 5� _ 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, ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION CERTIFICATE OF RECORDING. THIS DOCUMENT, NUMBER ,FILED FOR RECORD 19 IN PLAT BOOK PAGE . Legal Description LITTLE ROCK PLANNING COMMISSION Part of the SE 114, NE U 4, Section 8 and part of the W 112 of Section 9, T-1-N, R-i3-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 N80118'28"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 earner lying 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, Block 4, 125,0 ft. to -the Southeast corner- of sa i d Lot 6 thence 532' 25' 51" W, 273. 65 f t. ; thence S46" 44' 26" W, 72. 88 f t. , thence S320 47' 51' W. 90. 48 f t. ; thence S25' 37' 41" W, 80. 0 ft. thence S26' 03' 21" W, 209.61 f t. ; thence S69" 11' 46" W, 170.73 f t. ; thence N84' 20' 44" W, 73. 58 f t. ; thence N17" 13' 24" W. 105. 79 ft. thence S75" 49' 27" W, 84. 87 f t. ; thence N14' 10' 33" W, 50. 0 ft. ; thence S750 49' 27" W. 51. 63 f t, ; thence N14109' 54" W, 79.84 f t. ; thence N30' 07' 34" W, 140.56 f t. ; thence N19' 45' 24' W, 270. 08 f t. ; thence N30' 36' 04" W, 122. 25 f1. ; thence N51' 27' 04" W, 60. 54 f t. to the Southeast corner of Lot 7, Block 7, said Cherry Creek Addition, thence N43'20'26"E, along the Easterly 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 S44059'54"E, 18.43 ft.; thence N45'20'2PE, 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 ft.; thence S54"56'59"E and continuing along the Scutherly line, of Lots 33 & 34, said Block 3, 84.86 ft. to a point On the South line of said Lot 34; thence N44133'01"E and continuing along the Southerly line of said Lot 34, 56.41 ft. to the point of beginning, containing 13.3557 acres more or less. T'Ia7 Df Lu,s I ;1, Block .3, Lots 7-12 -"''1 H' ek 4, and 1_ots 8-17 CHERR Y CREEK An Addition to the City of, Little Rock Ark c Par of the SE1/4, NE1/4 of Section 8 7J/ 370 cart Of- the W1/2. Section 9, a; ! in 1 "v, 4?-W, Pulaski County, Arkansas © WHITE - DATERS ASSOCIATES, INC. 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 --s