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Home My WebLink AboutS-0057-X Map 4SET CONCRETE MONUMENT -.I.°EGEND Tri:;:? 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 ponding area can be utilized 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. MINTOF IjEG,INN IN l See Properly Mop Above For Tie To Lord Corner For Shee+ R,O.W,Oedica-hon See PIo7- Book 34 Poge 33 Scale', I"= 100' ARKANSAS RIVER t �/77��7//7 8' R- Ott TRACT C?77,'Art •t•,.., . ;,r a1 o W -- F.I.PN_ 1 PROPERTY MAP Scale: I"=500' \P C / �° AO 2 ' 6ohi+Q,1 Sewer 9, Is TRACT A-3 10.95 ACRES �\ /�e,��,co� \8.29\AC. NET' \ 50' 5C36 Sewer g 0 �Dy�koc6•o e, o J,�e\ � \;\ o\\�And U+III ryEasernen} \\, �� i'C\ Its ,P L \ s \ 01.�`Q.ry' 2�G \ \ \\ \ �-/ 3• Chord \\\ \\ S47°45100" WI 18.20 \ \ R-_ 25,00 , Arc = 18, 09' p\ \ �� .. ' F FA P It S _ NAME AND ADDRESS OF OWNER MARION BURTON, AGENT 2100 RIVERFRONT DRIVE SUITE 200 LITTLE ROCK, ARKANSAS 72202 TE E CONCRE/ MONUMENT\ S24002' 4 0" E 53. 05' Chord ° ;, � Jim SA '� \ N 370 21' 13" W, 217. _� °$ \d -5 , - �t -0 R=1014.93, Arc=21Z7 \ �� VP Chord \ N70049'58" W, Co4.2.1 R=50.00, Arc-- (o9.81 600 POINT OF COMMENCEMENT SE CORNER NW 1/4, SW 1/4 \O' \ � ¢-, Levee \ / Ar ) k' \5t Pik\\��I � , � �•: 00 35 p�v 7 ,\ �4 \U6 , Fo0 \ �kp Sro TRACT B-2 Chord N410 30127" W, 35,31' R - 50. 00 , Arc = 30,05 Chord N 870 15' 00" W 1 91.;05' R,:30.00 , Arc= 115,92' 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 Mt�fiCORDANC� 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. 8(0 _ Strua to 0e. ftel� DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO.5459 iAS CERTIFICATE OF SURVEY I, HEREBY CERTIFY, THAT A SURVEY CREW OF GARVER AND GARVER, INC, RED ENGINEERS, LITTLE ROCK, ARKANSAS, DID SURVEY THIS PIECE OF REAL ESTATE OVAL UNDER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF ER THE SURVEY RESULTS. �c,I 8 Ar,ta� Ste- d,�0 /�� ERROR OF CLOSURE: 1' IN 273,006 REGISTERED LAND SURVEYOR NO. 865 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS AND HALL UNDER THE CONDITIONS OF ORDINANCE NO. 11,338 THIS DOCUMENT IS GIVEN _F,F.fl FINAL APPROVAL BY THE LITTLE ROCK PLANNING COMMISSION ALL OF THE VF'iGTt CONDITIONS OF APPROVAL HAVING BEEN COMPLETED. THIS DOCUMENT IS HEREBY ACCEPTED AND THIS CERTIFICATE EXECUTED UNDER THE AUTHORITY OF SAID Jr s a RULES AND REGULATIONS. Ea6 _ DATE OF EXECUTION CERTIFICATE OF RECORDING THIS DOCUMENT NUMBER _ FILED FOR RECORD _ IN PLAT BOOK PAGE _ FOR BILL OF ASSURANCE SEE DEED RECORD BOOK _ PAGE CIRCUIT CLERK RIVERDALE ADDITION TRACE A-3 i LEGAL DESCRIPTION ' A tract o1 land situated in the Ean IC of the Southeast 114 of Seca uns 29, TsiWndlip 2 North, Range 12 West of the Htth Pnnapal Meridian. City of Lut1e kink. Pulaski Luun,Y. Arkansas. loner mom pannula,ly devnhed as frill., Cuiomennn, at If r Southeast Currier, of the NW 114. SW 114. Seamn 33. Township 2 North. Ranyc 12 Writ of the Fifth Pnnapal Meridian: thence N 01' 35' E. 40A 0 feet to a point on the South Win of the Rverdale Add,Uon In the City of Little Rack: thence .hill said South too, N 99' 43' W 483.19 feet m a mini on the ocm,vi sir of Riverfrunt Dort; thence alone said cenmdee of R,arfmnt Dnst. N 19' 46' W. 4612.59 fact: then,, continuing along said « nterbroe along a curve to the left ill curve hannr . radius of 954.93 feet. and a chord beanng and distance of N 31' 38' W. 392,73 feet: thence con- tirturng along said =nlerhna N 43- 30- It. 227.19 feet: thence N 46- 30- E. 60.00 feel to a point on the Eat nrhto0wa) line of Rrverfront Drive, laid most also being the South well romer of Tract A-2 of Rirndak Addition, and also the Point of Beginning. thence N 57' 43' 19" E. 982.62 feet to a point on the Ordinary High Water Lin, on the West Bank of the Arkansas Rrver; then" along laid Ordinary High Water Une wfill the full.. ing hearings and distances S 24' 02' 40" E. 53,05 feel; S 46' 12' 20" E. 162.97 feet. S IS* 37' 40" E. 464.59 feet to the Northeast Came, of Tract 11-2 of Riverdak Addition. theme along Ike North Line of Tma B-2. S W 10' W. 411.55 feel to a mini on the Noah nPhlof-Wy' line of Tunk Creek Lane: then= along laid North ngheof-wav line long a curve to the felt, laid curve hating is radius of 50.00 feel. and a chard bearing and destanie Ord inorV High Wa+er of N 87' 15W. 91.65 fee,. Weu= =nhnuMg along aid North nghz of,.y line along a curve to the nFhl. laid curve having a radius of 25.00 feet. and a chord bearing and d,s- Line of Arkansas River lance of S 47' 45' W. 1&26 feel; then,, continuing along said North t*htof-way Ifne, 5 69e 10' W. 201.86 feet thence continuing along mid Noah tilhtaf-way line along a curvt to the nFht. mid curve baring a radius of 50.00 feet and a chord bearing and its, - ,an" of N 70' 49' 58" W- 64.28 fen so a poet on the Fast rfghl.of-Way line of Rivcrfront Dnvt: thence along old East Mhtof-way line along a curve to the left. mid curve harm, a radius of 1014.93 feet. and , chord bearing and divan= of N 3i 21' 13" W. 217-34 feet: thence continuing along mid East n,hrofrav lie. N 43' 30' W. 227.19 feet to the Point of Beginning. and rnnianiing 10,95 aces- mort or less. TRACT A-3 J r� RIVERDALE ADDITION \\ LITTLE ROCK, ARKANSAS PREPARED BY GARVER & GARVER INC. ENGINEERS LITTL E ROCK ARKANSAS 100 50 0 100 200 SCALE - I"= 100' D ATE - OCTOBER 8,1986 Job No 10374