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Home My WebLink AboutS-0057-V Map 6CERTIFICATE OF RECORDING THIS DOCUMENT NO. FILED FOR RECORD IN PLAT ROOK PAGE . FOR RILL OF ASSURANCE SEE DOC. NO. r.IRCU T CLERK 2 ARKANAAS RIVE SET CONCRETE -- MONUMENT L E G E N D FUTURE TRACTS PREVIOUSLY PLATTE_ THIS PLAT Chord N(o5° 05'0(o"E,*14,29'1 A- 95° 5-1'48" L = 83,74' ARKL.A EASEMENT APPROVED me < a O m CY _ v J m U J ILI Yoh=g1 ( �I oQ 0 q) L LLI Z kn t° U MEN R I V E R F R O N T D R I V E V7rn� m�� - r , . Ordinary Ni9h�e A kQn5as River onk of NAME AND ADDRESS OF OWNER PLEASANT VALLEY, INC. 2100 RIVERFRONT DRIVE SUITE 200 LITTLE ROCK, ARKANSAS 72202 CONCRET MONUMENT , POINT OF COMMENCEMENT SE CORNER NW I/4, SW I/4 SEC.33, T2N , R 12W 7464, 0' � CONCRETE ✓T RAC MONUMENT ZPoin4 of Selnnln ep` PNo C. pd0 RIVER i. ��• ANSp,S �— 'r},"-��`p�_--- �/ CFIP ��- (340" 250 51902,4.40 2 E S25° n4'-3 +o Wo e (je-- Lev en QL 4 N 2 It cli g .9 w 0 Oeed It O 7 Chord S01° 19' 54" E , 31,(o2' S25°14' 00" W A = 3(A° 52' IZ" R = 50.00' — L = 32.18' Access Ea5emeni- S 19°4(o'DO"E ,570,001 C0,05 Ac,) 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. PLEASANT VALLEY,INC, DATE OF EXECUTION SOURCE OF TITLE: DEED BOOK NO.1053, PAGE N0.423 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. DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER CERTIFICATE OF SURVEY (,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, REGISTERED LAND SURVEYOR NO. 865 ERROR OF CLOSURE 1 FOOT IN 6456 FEET 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 PLANNING APPROVAL LEGAL DI SCRIPTION, A parcel u1 land situated in the North half of the SW l j4 and also in the South haft of tite \N' 1 .d nl: Section 33_ Tomn,llil, ' \�,r(11. Raurve 12 West of the Fifth I'rinCipal Meridian, City of Little Rock. Pulaski County. Arkansas b,w-v rnore particulwly described Ln follows Couumncing Lit the SOLllhe.i.t coaucr of tlae \\\ l 4 SVA 1,4 of _+i.l tiu1, 33. thence LP s y . 4_(A 0 Icet to J point otile South property line of the Riverdale Addition to ti,- �� p,f `$ City of Little Rock thence along said South propert, line. N 88 43N. 483.111 feet to a poi• ! p,(� �LCCS 4,92, II m the c,nterlirie of River17out Dive; thence along said centerline \ 10' 46' \1'. 070.55 feat ° 158 w iA� QP thence N 70° 14' F. 60.00 feet to a point on the East right-of-way line of Riserfront Drive. said hOgrd 555 5 s (p17point also being the Point of Beginning; thence along said Fast right-of-way line. N 19` 46'" C CP E) $0' j 0' 960_18 feet thence continuing along said Fast right-of-way line along a Cure to the right an arc EgSen-,en er `g distance of 78.54 feet. said c.+rve having a radius of 50.00 feet, and a chord i,raring and Jist:+ncr 5E�611 San }Qry �j2vJ of N'5° 14' E. 70.71 feet to a point Oil the South right-of-way line of Cedar Hill Road: thence Sanit t L - along said South rightof-way line with the following hearings and distances: N 70- ':4' F- 319.04 20 e�efYlen� �' _ _ feet; along a curve to the right an arc distance oC 18.69 feet. saaid carve Having a radius Of'S.00 25' feet. and a chord Dearing and distance of S 88' 21' E. 18.'0 feet:along a Curve to the left an arc _ - distance of 83.74 fee[. said rung having a radius of 50.00 feet, and a chord hearing and distance E 25 ( _ c p4' 20 _ - of \ 650 05' O6" E, 74.29 feet to a point on the West line of Tract E-_ of Riverdalc Addition: �eroein _ — thence along said West line along a curve to the left an arc distance of 3'.18 feet. said Cwve EA - - - �} havine a radius of 50.00 feet. and a chord :,caring and distance of S 01° 10' 54" F. 3L6- feet: V--EgSe; _ thence continuing along said West line. S 19° 46' F. 570.00 feet to the Southwest corner of Tract E=': thence along the South Tine of Tract E-', N 70° 14' E. 56'.4-' feet to a point on file ordinary -Chord g47°44'00" W 37• IZ' highwater Tine of the West yank of the Arkansas River; thence along said ordinary highwater fine with the followine bearings and distances: S _25° 56' 40" F. 191.4' feet: S'5° 13' 40" F.'47.13 0 = 450 00' 00" , R = 48,50' feet to the Northeast corner of Tract F= A of Riverdale Addition: thence along the North line of L= 38.09' said Tract F-'-A. S 70°'0' 50" W, 2-16.13 feet: thence continuing along said Nortn line. 530,00—400�1 Z ED ° 1 +, MI n S 490 01' 30" \\. 190.00 feet to a point on the North right-ef-way line of ('Ottondale Lane: _t S7O 14 00 W + 18. 8 n p Chord 550'48'4iD"W,4� ISM thence along said North line with the following ',earings and distances: along a curve to the left _ u O Q5�°15,4$„ R_50 J an arc distance of 68.59 feet, said curve having a radius 60.00 feet. and a chord bearing and J distance of S 55° _5' 58" W. 64.9_ feet: along a curve to the right an arc distance of 49.10 feet. Chord SPaB°21'00"t,18,2(0' - o Q ,t g L=49,10' a'� `" p= 42°50' 00" , R' 25,00 1 said curve having a radius of 50.00 feet and a chord 1,earing and distance of S 50` 48' 46" W. m Chord S Ce2° 14' W, 81,42' 6 Z 47.15 feet; S 78° 56' 40" W. 519.33 feet: alone a curve to the right an arc distance of 70.94 feet. L= 18.(09' O - � 0= ICo°00'00" R= 292.50' 4 17-1 --Ti said cone haying a radius of 50.00 feet, and a chord bearing, and distance of N 60014' 40" W. Chord N (D2014'001'Ej 103,(A5' L e 131 Cc& 'Q ]� 65.14 feet to`the Point of Beginning, less and except .Allied Drive, dedicated riglit-of-way- to t1w p = I (p° Op'CO" R = 372, 50 I ] T J A F ' �(� ' City of Little Ro k. said parcel containing 16.8' net acres. more or less. L = 104.02' _ p cre5 fT7 c z O `L. E-1 -` RPCAGreS Chord N (DI°04' 23" E , (o9,(A7' p = 15040'45" , R= 292 ,50 L = (A9, 83' Chord N25014'CD"E,70.71' L=90000'00"R=50,00 ChordS(5°55'37"E,72.13' L= 76.54 L= 92019'15" , R= 50,00 L = 60.57' N 190 4& 00" W , 521. 50' 180.09' 7790 911 120' R,O, V.) RIVERFRONT DRIVE Chord S(vl°34'03"W,95,10' �0= 14040'05", R= 372,50 L= 95.&1 Chord rJCAO° 24'40" W, 05,14' L = 810 17' 20" , R- 50,00 L= 70,94' Chord S24°�3,,4'03"W,(o9-88' = 88040' Coll, R- 50.00 L = 77, 56 \� t Poini of Begg nnin9N 70014' OD°E, 00,0 w D -�Q I- TRACTS E-1 & F w �•�, RIVERDALE ADDITION p� PREPARED BY v a GARVER & GARVER P.A. r �n �� E N G I N E E R S 4- In °2 LIT T L E ROCK ARKANSAS 100 50 0 1DO 200 'it,4(o'00'W,1o70,55 SCALE — I"= IOU' C Riverfron4 Drive`) DATE — MARCH 26,1986 Job No.10374