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Home My WebLink AboutZ-4572 Map 2SET CONCRETE MONUMENT L E G E N D i l::::''• r=t FUTURE TRACTS ® PREVIOUSLY PLATTED TRACTS THIS PLAT ARKANSAS , RIVER y Elm N I�. rn rsn- ;/TRACT rs 'lf� W CONCRETE i MONUMENT\ J- J. CONCRETE ACT MONUMENT e ( P� PROPERTY MAP Scale: I"=500 S24002'40"E 53.051 F• 0 \ o co' .vl Jk�ON�k TRACT A-2 �' XTPA `sonit4ry SewerCT A I / ✓� Point of Be 0 E� Q 0011 � C L � i Chord N37°21113'IW, 21734' ss R=1014.53, Arc=2177(0' \\ Chord N -70°49158i1 W, (D4,261 R=50.00, Arc= (o9, 61 \ \ 10.95 ACRES `\s s \\\\ 8.29 ,�C. NET \ \\ \\\ Z,\ \ j- 15' Utilifv Eazernen4 x o \ \ 50' Sani+a(v \ D Sewer Easeme(n(F \\ %\\ \ oc,,-- ice --1\\0\ 0; aV POINT OF -OMMENCEMENT SE CORNER NW I/4, SW I/4 SEC.33, T2 N , R 12 W N 01035'E 464,0' Alli AS REGISTERED PROFESSIONAL ENGINEER 'n ^ No. 5459 .zy 0 UO �a n O 6 \� \ (sem\\`\ ��2°� 9��5�� 0� �\ cevee k e \ \may 25 Existing Sump is F-a5emen+ \�\ Nord \ `\\C CTo Be Reloc,o+ed) ,k, �\ 470451001, WE 18.2(o' \ \ 6\\b �h� Arc= 18,(09' \\ s�\ \P/102 g.\0�n� 0 it \' E G w• Foo c� p10 sfo TRACT B-2 Chord N4I° 30127"W, 35.31' R-50.00, Art-= 30,08 Chord N 8-7 0 15'00" VV, 91, 4o5' R=50,CO , Arc- 115,921 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 IN ACCORDANCE WITH THE WITHIN PLAT. r LGHOANI VALLLY,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. YIet4�gF�v27 f985 J�"ttu�en'y �'- {�,,�.� DATE OF EXE UTION REGISTERED PROFESSIONAL ENGINEER NO.5459 CERTIFICATE OF SURVEY I, HEREBY CERTIFY, THAT A SURVEY CREW OF GARVER AND GARVER, INC. ENGINEERS, LITTLE ROCK, ARKANSAS, DID SURVEY THIS PIECE OF REAL ESTATE UNDER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF THE SURVEY RESULTS. ERROR OF, CLOSURE: 1' IN 273,000' REGISTERED LAND SURVEYOR NO. 865 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS AND UNDER THE CONDITIONS OF ORDINANCE NO. 11,338 THIS DOCUMENT IS GIVEN FINAL APPROVAL BY THE LITTLE ROCK PLANNING COMMISSION ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED. THIS DOCUMENT IS HEREBY ACCEPTED AND THIS CERTIFICATE EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION CERTIFICATE OF RECORDING THIS DOCUMENT NUMBER ,_ FILED FOR RECORD _ IN PLAT __BOOK _ PAGEF_OR BILL OF ASSURANCE SEE DEED RECORD BOOK PAGE CIRCUIT CLERK RwE-RDALI-ADDnIOS TRACI A-3 Zi�C�'7,- LEGAL DES('RIPTION A tract of land situated in the East 1/2 01 the Sown ... 1 1/4 of Sen inn 29, Tevoitun 2 North, Rime 1: West of the Vitt), Pnormal Mrrulum. (:ny of Little Rock. Pulaski ('ounly. Arkansas, bring more pamcul.rly dncrilmd an folltiwr Cummencmp al fhe Southeast Come, of fit, NW 114, SW IN, Section 33. Township _ North, Range 12 West of the Fifth Pnunpal Meridian: thence N 01' 35' 1.. 464,0 fret to a Point on the South Imc of the R.verdale Addition to the Oryof Little Rork: theme' along said South bear. N 88' 43' W. 483.14 feet to a pant on the cemerhne of Rot,fmm Dove; them'' along said crnlrrlmr of River( n>m Drive. N 19' 46' IN 4612.59 lect then'[ continuing along said centerline along a curve to the left. said curve having a radius of 954.93 fret. ..it a chord bcaron, and dtsUnce of N 31' 38' W. 392 73 feet-. then¢ run- nnuing along said centerline. N 43' 30' W'. 227.19 feet: thence N 46' 30' E. 60.00 feel in a Pum on the East nghtof wav line of Rivero-oal Drive. said point also being the South. svM comet M Tract A' of Riverdale Addition, and also the Point of Beginning- thence N 57' 43' 18" E. 882 62 feel to a palm on the Ordmary High Water Line on the West Bank of the Arkansas River; thence along said Ordinary High Water Line with the follow in, beatings and distances S 24' 02' 40" E. 53W feet; S 46' 12' 20" E. 16297 feet. S 18' 37' 40" L. 464.59 feet m the Nanhvast Comer of Tract B-2 of RoerdWe Additmr. thence along the North Line of Tract B-2. S 64' 10' W. 418.55 feel to it point on the North righloLway line of Tonle Ctee4 Lane: thence along said North nphfof-wav line ,lung a Ord inory Nigh Wa+er curve to the left. said curve having a radius of 50.00 feet, and a chord hearing and distance of N 87' 15' W• 91 65 feet. licence cunnuuiog along said North 6ghtof-wap line along a Line of Arkansas River curve 1st if,, right said curve having a radon of 25,00 feel. and a chord hcanng and do - lance of S 47'45' W. 1626 feet thence continuing aionp said North nghoof-way line S 69' 10' W. 201.86 fen. thence continuing along said North rightof-way line along a curve to the right. said curve ham, a radius of 50.00 feet. and a chord hearing and do tame[ of N Wr 49' 58" W. 64.28 feet in a paint on the East nghtof-was' line of Rivcrfmm Drive thence along said East righfof-wav line along a curve to the left. said curve having a radius of 1014.93 feet and a chord hearing and distance of N 31' 21' 13" W. 217.34 feet thence continuing along said East oghlof-sway line. N 43' 30' W. 227.19 leer to the Point of Beginning. and containing 10.95 cursmore or less TRACT A-3 \� RIVERDALE ADDITION LITTLE ROCK, ARKANSAS PREPARED BY GARVER & GARVER INC. ENGINEERS LIT T L E ROCK ARKANSAS 100 50 0 100 200 SCALE — I"= 100' D ATE — NOVEMBER 14, 1985 JOU No.IUS (4