Loading...
HomeMy WebLinkAboutS-0722-A Map 3General Notes /) A// �dscmcnfs Shown== -Arc To ,6c Uscd for -Z) /row Piers 191—C 5e1 Af A// Lof corners. 3.) Lofs JlYifh ,Pounded 70 A Poll-V of of Zol LlrX- 5 And Hof Fbinfs Dn A cure. 4.) D/stances ShovYr� Curvc:5 q� CfX�/Z7'S s) ,Padii /9i` /n �`c�secfi©n off' Sf��f Rrghfs of !�/ay ,9re 25 C.) Error o>l C/osul-e - 7; Cuwe Od fa /2 4 O T L R / ?) ,-3'?7.37 " 0 o //4 49' Z05 77' 3) 3L7 `33'3?' /a. /04 �' 003. 4% 4) 2?'!3 34'1 ZO' 54;- 27' /// /3 ' 5) ?5 Glb'OZ" 20' 63 6%' /Z5 34 ' C-) 9 ° ---3 55 " 60 Cf 55 124 0 7) B'37 '47 " 6' 7e.. 05' 6) 5"44; V-3 8" ':ig. 15, 70 z3 9j 4"47'/8" 60 Z9.'94 5985' 45' s?O irY Oc dic��ion N5 Cote E%z W!lf NW 14, NW%4, S B9' zS zi E 345 9s ' / Sccfion 9, T / N, R- /3 -W l>'O"Z3'S0 E as.d t KAN/,5 ROAD SO"45'20`W 45.0' NB9°C5 7/'W �5R R NB9 °25 "Z/W O a N N ti N SB9 545E /40.0/ 5d9"Z548'E lvv13' 0 Y n "3' Q `I4% `+a' Bd 10709 �s'm J ei 0 2 h 1P . Z/ lV �1 m fl 15Z.11 ' 90 0 5 It a , g \ Wy 4, - �" Pascm1 - 4 TO /33 GG tyy Is''sr� /57 b I m /60.67/79°15 S0 et\ N �. I•�O •e /tip-a9' 88 y u A5 ti \ (drJ/S A Sid 7� _'--1-----� I�_7ze.x�- e 9 TH/5 P1FCL/ACT 6 0 /7 /93 130.67' 11 rse. /5' a O ti \ ti 7.>,.?> o /6 F ItL^l Lollg Ci' L/ne j n N n\ �3 8 5 O O, �- ti Ni A O M M /4 Q B q �5 ?5 _ - - V/C•/N/TY MAP /95 ace s��i y /3 I /3a $ Ir 0 ,n•a9, 436. o .� l� N T 5 In �D L�:L/2r 72'_ld ^ I. 4.a I°° °4 Iy 'j ai of 14 6 74; ly 7/B a��� "rro o genchrnark = ToA Lois 14,de /2 13, 37 � � !3 � p � � •�:I r� Q 171-601 96 /4 n o NE COP N%Z, SW,14 /a0'0d ^, Q c \ 80 3i 6/ , ? . Ic y. 4a'ISE Cor., E%z, W!?, NW, 4, P- /3 W N \ 2o0 ti . 4'I a5 O o NW/4, Sec. o a �\(y�/ 89'� 35 E ,3/0 95 � 5W Cow E�2 W /2 o 15 fJ Tj. 7E V 3 ✓` " 10. NW! tiW14 r�� r/a 00, 97 7s= -70 cr7�,s' ' 1 3h� -- Q NQ5 �3J G4 l7✓ .� o. _ 43_ 9. �e' 329 55fit ' N a so. 5 fascrncn ®o �j �111�tsa� 4 0l' , yy.3 g d9l.o 3 ISN 7'?G Q4 °GY�• 64'y' o c Q ob h 2 �I ;� ! 7?' co 6 P07 95 E 0 /4' Z6. I6\R %F /VO'53 P5 E 5.0' �curvc-50*1C35E (;0Z rY LEAF OP V '/L 3114 ti5 a6 : p y �N - 9775?/671 �4760'� .1s o \S��°j� ei1°' $�—VPI/V69°GC35{V /94/'!' `7QS%3'35G1/ 69.Z3' 3D\�% `\,ryp J �(J 1' �• t 0 \ �0 t.s76 " 75, 4 �s 70.0' Z 30/1 "a>s� / S55 1l5l� .s7'� W, r �y 8 o 5 Legend a36. o NCZ%9%5W X13T �PJ CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER 1, JOE 0 WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND 00 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 ANO RESULAT1 $ HAVE BEEN COMPLIED WITH. 1/ �310 . f,i DATE OF EXECUTION CITE OF EXECUTION J70E D. WHITE D. R. PAGE REGISTERED LAUD SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL E. �s^.•�`'' TIMOTHY OHEREBY CERTIFY 111•••••.•• 'I'THATTHISPLATCORRECTLYREPRESENTSA ��^^ PURSUANT TO THE LITTLE ROCK SUBDIVISION `'�T '� •. , PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE STATE OF '. ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY Z b l� a HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. A r. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PWESSIDNAL LAN,••` ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,FILED FOR RECORD— , 19 IN PLAT BOOK_ . PAGE S �• ' t S: +7 V NAME LITTLE ROCK PLAWN106 COMMISSION r; r�ar..e point thence N57.18115"W, 125.0 ft. to a polnt; thence N62-191151-W, 50.13 ft. to a point; thence N57.26135"N, 183.84 ft. to a point; thence $80'59136"W, 7.04 ft. to a point; thence N16'29144"W, 122.n4 ft. to a point; thence Southwesterly along the arc of a 311,46 ft. radius curve to the right, having a chord bearing and distance of S77452116"w, 47.6 ft. to a point; thence N7'26144aW, 130.92 ft. to a point; thence 11145'30144a10 53.86 ft. to the Southwest corner of the ET/2, 101/2, NW1J4, NWI/4, se Id Section 9, said corner also being the Southeast corner of Lot 220, Points West 2ad Addition to the City of Little Rock, Arkansas; thence NO'02106"E. along the West line of said EI/2, WI/2, NWt/4, NW1/4, 660.80 ft. to a point; thence N0'23.50^E and continuing along said West ILI" 354.28 ft. to a point; thence S89'25148"E, 140.01 ft. to a point; thence NO'23150aE, 245.06 ft. to a point; thence Northwesterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of N44'30146aW, 35.3 ft. to -a point; thence N89'25121*W along a line, 45 ft. South of and parallel with North line of Said Ei/2, Wi/2, NWI/4, NW1/4, 1-15.08 ft. to a point on the West line of said E1/2, WI/2, NW1/4, NWI/4; thence NO'23150aE along said West line, 45.0 ft. to a point on the North line of said EI/2, W1/2, RW41/4, ZN /4; thence S89'25121"E along said North .line, 345.95 ft. to the point of ginning, containing 13.6880 Acres more or less. PLAT- Of c - 22 I , . LoT I Ir CHER IZY Cl!EEK AN ADr-)ILIOf-� T,-�:) DT-TLe- P:z--K AI2KA.N�S. Its f�klZrc7 rHF�, W121�Z1 C.-)IT-1-N, Cz 13' W f-UlAE6K1 c�NTy, I Al scaL� III= In�I �-� © WHITE-OATERS & ASSOCIATES, INC. aCIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT. SLIRVEYING 401 Virtnry street L ittla Rnrk, Arkansas 72201