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Z-3709-A Map 1V CERTIFICATE OF RECORDING " �Z 1 g THIS DOCUMENT NO. FILED FOR RECOR�_IN FLAT SOOK_ NAME AND ADDRESS Or OWNER PAGE 95S- FOR BILL OF ASSURANCE SEE DOC. NO. ®Tt CiRCWTCLERK Jrli�fi' iT1 r"f ,' _-_- "`*13 � , MARION BURTON, AGENT VERFRDNTDRIVE SUITE SUITE 200 ARKANSAS ",VER LITTLE ROCK, ARKANSAS 72202 SET CONCRETE - MONUMENT -_ L E G€N D n :7 FUTURE TRACTS ®PREVIOUSLY PLATTED TRACTS THIS PLAT S50`D4'20"E Chord N(o5"05'0l6'E,14. A-9505-7'46* R= 50.Xt L= 83,14' +`r C Q� � a v J an n inU; 4 O Jw = � IY 4. g� Q ate'-' ® r v 0 JI 2 U_ VI.. RACT 1 1/012 I AC. i• D R I V Ei� TRACT. Ir✓TRA �- T s -3 •''�tACr v In-k� u F.,.P� Ordinary H'9nNoter Lane nant �ivcf Wes+ 9orlK of +he Arkasa� P\a ejoo k b V\off d �°D pee 5 250 14' 00`w 8a 4491 Access En5a-.,mt for ingress And Egress to Chord 501`19`54'E,31,ro2' ,6- 34' 5Z' Z" R = 50 OC' L - 32.16' t 54' San tory 5ewer EdSenxr,t S 19° 4 (,' 00" E 5-r. C0' Tr c -i E'2 L=am E- Draina fit: ynci Li+iliiy EaSl:r+�ertF t0'Uii1i}s( r:gser".n>F j -Chord 560.21'00'E,18 Z(o' 0= 42`5C'00",R'25� '3'Uillliy L= 18 v4' EaeemoY� y T :�,ord NNo2°t4'OQ't,103,W9' L - 104 OZ' M Rpc, Gas`' 25 �t N � SetboGk 1 .-I Chord N1oi004'23"E,fv5.w ,6- 13'40'45" R= 292.50 • 5' JtliltyL - (09 55' Cr crd N250)4'00"E 7011' /(8.90.00'00" R_- 50 00 Criord Sfo5.5537"E,-72 15' L = 78.54 L-92,19115" R-50-00 35' a U i I ch L, 80 57" ._ d-Sc+back RACE F s MONUtAE"T \ _ Ldi; i .n• corp •a_� SE CORNEA NA !A $*'/A SEC.33, T.. N • y 12 W N 01° 35 E 464.0' CERTIFICATE OF OWNER WE,TIIE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED IEREl1h DO HEREBY CERTIFY THAT WE HAVE LAD OFF, PLATTED AND SUB- DIVIDED AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE 1 NCE[�WH THE WITHIN PLAT. MARION BURTON. AGENT DATE OF EXECUTION SOURCE OF TITLE DEED BOOK N0.1053, PAGE NO. 423 CERTIFICATE OF ENGINEERING ACCURA Y 1, RONNIE D. HALL HEREBY CERTIFY THAT THIS PL -.T CORRECTLY REPRESENTS A SURVEY AND A PLAN MADE BY ME OR UNDER MY SUPERVISION. THAT ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, S17E,TYPE AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY COMPLIED WITH. -AriL1���9�L'.o DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER N0 3634 ACTMGNUMENT CERTIFICATE OF SURVEY IflrinpIf HEREBY CERTIFY, THAT A SURVEY CREW OF GARVER AND GARVER, INC. / ENGINEERS, LITTLE ROCK, ARKANSAS, DD SURVEY THIS PIECE OF REAL ESTATE UNDER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF THE SURVEY RESULTS. �ofl�ccL 119�� Jho NSAS RIVE REGISTERED LAND SURVEYOR NO. 665 ARKA,_�- p R QF O 11I� 1 FOOT IN 6165 FEET F 1 P �_jR#IF1CAf ( FINAL APPROVAL 525° i3'4�' E PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULkT10: S AND :fo 40°� 24.7,13' Vq UNDERTHE CONDIT ICndS OF ORDINANCE NO 11,338 THIS DOCUMENT 'S GIVEN 16P FINAL APPROVAL BY 'HE LITTLE ROCK PLANNING COMMISSION ALL OF ,HE CONDITIONS OF AeOROVAL HAVING BEEN COMPLETED THIS DOCUMENT IS HEREBY ACCEPTED �AND EC,THISS ,CpERTIFICATE EXECUTED UNDER THE AUTHORITY OF SAID PIR J C -� Q RULE 31id: (2/ui9TY7 NS. GVei DATE OF EXECU.I�ON (,AL DESCIRIP 1^APPROVAL --I N 2P A palrrl of Lu,d vIu•dnl ut the North half of the SW' 1,4 and also In the South hall of Thr NW 35' _ I `+ 1 4 ad Scown 3.: lolva,lup ' \„rel: Range I_' West of the Fifth Principal Meridian city of I w '(CO (� Lu Ile Kock. Pu l:akI l punt >I kan,.,, ^n ng marc part iced ads described as follow, N � I 101 u iii �� •' (onunrncing At IIIc S.,athr.,,t wn,i1 ,i Ih, \d 1 4 111 4 „1 ,a i,, �,,;i, ;_ tLer.cr .9 I I QS yO s� \ 01* 35 F. 464 (i 1, ,:1 Io ., pornt on the South property line of the Riverdale ,lddition to !hr {� 1I ,% City of Little Rock: thence along said South property Nine. N 88' 43'W. 483.19 feet to a poir,' J_I 92' %� on the centerline o1 Rlvenrunt Drive: thence along said centerline N 19' 46' W', 670.55 feet: Eoserna-)+ 5'55° 25, 58v W , , thence N 70" 14' F. 60.00 feet to a point'on (he East right-of-way line of Riverfront Drive. said Q I Lard e G, 1 .�a Ks 4P0,010 point also being the Point of Beginning; thence along said East right-of-way line. N 19` 46` W �' 960.28 feet: then -:r continuing along said East right-of-way line along a curve to the nght an arc L, est er distance of 78.54 feet, raid carve having a radius of 50.00 feet, and a chord hearing and distance g II +, (e+V F G Slam `�OflltOrv) SeW of N 25' 14' E. 70.71 feet to a point on the South right-of-way line of Cedar Hill Road: thence r- I 30+ L� '50,rrren� _ L - along said South right-of-way line with the following bearings and distances: N 70° 14' E. 319.04 2 Eo Se - Z _ - feet; along a curve to the right an arc distance of 18.69 feet, said curve having a radius of 25.00 Z5a feet, and a chord bearing and distance of S 88' 2I' E • 18-26 feet; along a cone to the left an arc E�, distance of 83.74 feet. said curve having a radius of 50.00 feet, and a chord bearing and distance 5 Grp ('�4' ZQ __(W- 5 _ of N 65' 05' 06" E. 74.19 feet to a point on the West line of Tract E-2 of Riverdale Addition Q .; 7� p�( _ - _ there along said West hoe along a curve to the left an arc distance of 32.18 feet, said curve Sew ___ -� Spnt O�1 - J - ems} having a Tali of 50.00 feet, and a chord bearing and distance of S 01° 19' 54" E. 31.6' feet, '- rr - J 7 j I},i Eas thence continuing along said West line. S 19'46' E. 570.00 feet to the Southwest corner of Tract _ µ� yj _Co �,o� Ve 29 Droln�4. Ei: thence along the Sauth line of Tract F-'-. N 70' 14' E. 56-.42 feet to a point on the ordinary ,O And Litt I1� In ghwater line of the West : ink of the Arkansas River; thence along said ordinary highwater pne 6 - 45 X47° " •(IR - ,N, 0, E o s G"T1et� . I with the following bcanngs and distances: S'5' 56'40" F. 192.42 feet: S '--5' 13'40" E. -24..13 p+ 45' �'a , R . j'00''� feet to the Northea,t comer of Tract F -'-A of Riverdale Addition: thence along the North line of -1-x•091 NI�WV�� � ..- ( said Tract F -2A. S 70''-0. 50" W. '16.13 feet: thence continuing along said North line. S-10014' 00" W , IS �W_-- -- - ® S 49' 01' 30" W'. 190.00 feet ro a Point on the North fight -of -way line of Cottonciale Lane; Chord 550.48'4�1MW,4'I ( -"% thence along said North ine with the following hearings and distances. along a curve to the Left p _ L50"15460 R, 40 C& 1 1 an arc distance of 68.59 feet. said curve having a r�rdius 60.00 fret. and a chord bearing and " L a 49 101 --- distance of S 55' -'S' 58" W. 64.9' feet. along a curve to the right an arc distance of 49 10 feet. 'r 5' LI+1 It+ 1 o said curve having a radios of 50.00 fret and a chord t,earing and distance of S 50° 48' 46" W' ` Chord 5 (J2' 14'W , 81,42' ,Z 47.15 feet; S 78' 56' 40" W. 519.33 feet: along a curve to the right an arc distance of 70.94 tie[. s e n a � ® I(p � � R 292.50 ( ® sad curve having a radius of 50.00 fret, and a chord hearing and distance of N 60''4' 40" W. o `an jit •I L ' 15I,(Od' � � � 65.14 feet to the Point of Beginning. Tru and except Allied Drive. dedicated nghloGwa) to the ♦,, ppP11' t- City ,(Little R0. saiL parcel containing 16.82 net re net or Irs. IQs 1-� Ip GCE6 I°�` (Tl ® �! 25' Bulldino 5efback a "� r ''1f °i TRACTS E-1 8t F Chord 5C°I 34 03 W .515 IOD oQ to r. Q. Ae 14 40'0 5 , R= 372.'50 N uRii �'t z , v �, RIVERDAkLE ADDITION L- 95 340 p� PREPARED BY z Chord NloO°24'40"W (05,14' 8 GARVER 8 GARVER P.A. A = 610 11120", R-50,00 3 L= 70,94'Ion vii?�; ENGINEERS a� C -nor- i SZ4°34'03"1N,(o9,68' 1 0 ~ 46=860,WIC611,R-5o 00 1 �0? LITT �LEc oI2� OCK ARKANSAS Io i N 19.4(P' OG" W, 9W 2ls' C 120' 0 W,) 60 - -f( RNERFRCNT DRIVE Co92.00' - J QGs1 a W, °�hN19"4(A'00"W,doTO. SCALE - I„= 100' 90. POcnt of $e Innis E Rlv�`rIfw" wrive� �� DOTE -MARCH 26,7968 N70°14 W"E k .00' r 10.55' _ Jcb Na.10374 412 35' Y i