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Home My WebLink AboutS-0057-U Map 3SET CONCRETE -�- MONUMENT ~� _L--E G E N D FUTURE TRACTS PREVIOUSLY PLATTED TRACTS THIS PLAT Note Easement of Surface Water Encroachment. This ease- ment as defined on the plat is subject to ponding of water to Elevation 250 m.s.l. This poodtng are C.= by Riverdale Levee Improvement District No. 134 for storage volume in conjunction with operation of the district's storm water pump station when the elevation of the Arkansas River requires activation of the pump •- station. A storage volume of 1.5 acre feet shall be main- tained below elevation 250 m.s.l. in this easement area. POINT OF IjWNNINI(1 See Pro Per+i Map Above For -Tie To La►' d Corner N For Shee+ R,CAN- Oedico hon See Plaf- Book 34 Poge 33 ARKANSAS RIVE A:- T •. ONE -1i PROPERTY MAP Scale: I"=500 2 At r ' NAME AND ADDRESS OF OWNER MARION BURTON, AGENT 2100 RIVERFRONT DRIVE SUITE 200 LITTLE ROCK, ARKANSAS 72202 CONCRETE / MONUMENT \ i, POINT OF SE CORNER NW 1/4, SW 1/4 CERTIFICATE OF OWNER WE,THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUB- DIVIDED AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE ORDAN � IT THE WITHIN PLAT. PLEASANT VALLEY,INC, DATE OF EXECUTION SOURCE OF TITLE: DEED BOOK NO.1053, PAGE NO.423 CERTIFICATE OF ENGINEERING ACCURACY I, STEVEN L.HAYNES ,HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY AND A PLAN MADE BY ME OR UNDER MY SUPERVISION. THAT ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,TYPE AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY COMPLIED WITH. (ZB&.& 86 5 oC'. 4z1:tft4� DAT17 OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO.5459 � ' `' 0" ARl(�A.diSAS � CERTIFICATE OF SURVEY REGISTERED I, HEREBY CERTIFY, THAT A SURVEY CREW OF GARVER AND GARVER, INC. ENGINEERS, LITTLE ROCK, ARKANSAS, DID SURVEY THIS PIECE OF REAL ESTATE �! PROFESSIONAL UNDER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF ENGINEER THE SURVEY RESULTS. No. 5459 �yi 8 a'�-- RE�LAND l%�,• RES SURVEYOR N0. 865 ERROR OF CLOSURE: 1 IN 273,000 H�ktx0 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS AND N11LL UNDER THE CONDITIONS OF ORDINANCE NO. 11,338 THIS DOCUMENT IS GIVEN Rt_GtSTGREt) FINAL APPROVAL BY THE LITTLE ROCK PLANNING COMMISSION ALL OF THE LAedrr O� CONDITIONS OF APPROVAL HAVING BEEN COMPLETED. THIS DOCUMENT IS HEREBY ACCEPTED AND THIS CERTIFICATE EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. S24002'40"E + : No. ti66 DATE OF EXECUTION - 531 C15' 100 ObIb 5 � ero \ - Soni+n 5eer Ea 5�o q3� \�� \\ \ Eclsernern W\ Z Z \0 e \�\\\ TRACT A-3 \\\ � s Ds Q\0 Q\�� b� \\ 10.95 ACRES \ g B S�o� yl' \ \\ 8.29 AC. NET' \\ N1. SC k x \ \ r, \\ \ 6 �6 Jewel \\ \� �PJ(40 oke, \ovye\ 4 \ o"\`�-Arid u+ill EaseMen} Litt,\01 p� iO �l Chord 3o S47 45'00" W, 1812(0' L� 1 25,00 , Arc= 18.�09 p\ \ 5'\P�125c�0t,.�J , ` \ Chord •\ - �o \0 N 37° 21115" W, 21-7, \d v}Sew S (o R=1014.95,Arc =2rn7 �\ $'`V%�5"��2.01 b\ r Chord �, N410 30127" W, 35.31' Chord �� 20\•8co ENE R-50.00,Arc = 30,08 Chord R=50,00, A2 m 981 �v�\1r0. � N87 15100j1 W, 91,4o5' L�yO R=G0,00 , Arc= 115,92' Levee 35_p�o �•Fo��d�\t� Sro TRACT B-2 CERTIFICATE OF RECORDING THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT BOOK _ PAGE ._ FOR BILL OF ASSURANCE SEE DEED RECORD BOOKPAGE CIRCUIT CLERK RIVERDALLADDITION TRACT A-3 LEGAL DESCRIPTION A mct of land artumed m the Last 11: of the Southeast 114 of Section 29. Townahm 2 Furth. Ranee 12 West of the Fdth Prmctpal Mendum.E ny of Lntle Rack. Pulaski (oum,. A,kanas, heu,g morn particularly descnind as follnws.- Curnmennng al the Snulhcaal Comer of the NW 14. SW 114. Section 33, Township - North. Rance 12 West of the Fifth Pnnapal Mrndmn: thence N 01' 35' E. 464.0 feet to a pomp on the South line of the R,ec,dak Addmon to the City of Lntk Ruck: thence .it,., a,0 South hoc. N 88' 43W. 483.19 feet w a (cant on the entnhnr of Re erfrom Dom; thence chop said eemerlln, of Rwemmnl Drive, N 19. 46' W. 4632.59 feet. th... r corn mwne aonp said cemerhne alone a curve to the left, said cunt hanne a radius of 954.93 feet, and a chord hearing and distance of N 31' 39' W. 39273 feet: thence con. limn, alone said centerline. N 43' 30• W'. 227.19 feet; thence N 46' 30' E. 60.00 feet to a facet on the Ent n hlofwav line of Riverfront Drive. said point also heing the South- west comer of Tract A-2 of Riverdale Addition. and also the Puinl of Beponmg. thence N 57' 43' 111" E, 982.62 feet to a facet on the Ordinary High Water Line on the Wes, Bank of the Arkansas River; thence along said Ordinary High Wane, Line wish the full... cep heannp and distance S 24' 02' 40" E. 53,05 feel S 46' 12' 20" k. 162.97 fen. 5 18' 37' 40" L.A64.59 feet to the Northern Come of Tract B-2 of R,,erdak Addition. thence along the North Line of Tract 8-2. S 69' 10- W. 418.55 feet to a pored on the North riphtof-way IiM of Turtle Creek lane: thence along said North nghlof-way hem along a curve to the left, said curve having a radius of $0.00 feel. and a chord hearing and distance Ord roan/ High Wa+Er of N 97' 15 W. 91,65 feet.hen. continuing along said North riphl of way line along a curve to the right. said curve having a radius of 25.OU feet, and a chord hearing and do, Line of Arkansas River tame of S 47045' W, 18.26 feet: thence continung along said North nvhuof-way line. S 69' 10' W. 201,86 feet. thence continuing along said North rightof-wry line along a curve to the not. uid curve having a radius of 30.0 feet, and a chord hearing and de - lance of N 70' 49' 59" W. 64.29 feet to a fimnl on the East nghiot vay line of Rnenron, Drove: thence along laid East rightof-way line along a curve to the left. said curve having a radius of 1014.93 feet. and a chord hearing and distance of N 37' 21' 13" W. 21734 feel thence continuing along said East righlofw av line. N 43' 30' W. 227.19 feet to the Point of Beginning. and containing 10,95 acres, more or ten. TRACT A-3 W�' RIVERDALE ADDITION /'ellif' \\ LITTLE ROCK, ARKANSAS \ PREPARED BY GARVER & GARVER, INC. ENGINEERS LIT T L E ROCK, ARKANSAS 100 50 0 100 200 SCALE - I"= 100' DATE - OCTOBER 8,1986 Job No.10374