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Home My WebLink AboutS-0057-K Map 5:v ARKANSASRIVER y �' TRACT B-2 I TRA/T TR 11/1�1/��r BEGI I F. I.P SET CONCRETEMONUMENT _LEGEND REI FUTURE TRACTS ® PREVIOUSLY PLATTED TRACTS I THIS PLAT I I I I I I I I 1 I I I I I I , I I I I 1 i CURVE DATA I 1 1 A=90000'00" 1 i I T=50.00 I I I 1-=78.54 R=50.00' I I coo,. 3 1 I N I �\ o O 4o O _ > I ti- I I `6 N I `O I C w j o I 1 W 0 3 i z ! is o 0 Ck I � � t+j I I to I C I I I I o\ ` \ � � C� I G 0= j 60.00' I z I N170014' I I I I I I I I CURVE DATA I I I A = 90000'00" i j T= 50,00' a 00 3 - I I I - L = 78.54'CD U) I I R = 50.00, rn I z POINT OF I I I I I I f BEGINNING I R I -V E R F R�7� 0 N7 TT D R isi E- - - ��TRA6 CT K-Z ,.rti,,•1• �f �TRAC qCT J-I T -- K _-__. T�// '7 N-2 TRA�C�T r ` !, 176 e W ACT a v 2-5` PARK ROAD ----- _' `\-, N 5 '0'4+0"- -• I ,54' - e6' 9 CURVE DATA p = 05045'00" T = 30.0' I- = 60.01 R=597.96' PROPERTY MAP Scale: I" =500 UTILIT'f c" - --Ai F.I. P i "" " CONCRET ET MONUNr \ ONCRETE IONUMENT AND 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 NO.423 CERTIFICATE OF ENGINEERING ACCURACY ,2 1, RONNIE D. HALL , HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY AND A PLAN MADE BY ME OR UNDER MY SUPERVISION. THAT ALL h POINT OF MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,TYPE °�' COMMENCEMENT AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIREMENTS OF M� r THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULL SE CORNER NW 1/4,SWI/4 COMPLIED WITH, 3634 SEC.33 T2N R12W REGISTERED PROFESSIONAL ENGINEER NO. ' N01° DATE OF EXECUTION .0' 0' 464, P° CERTIFICATE OF SURVEY I,HEREBY CERTIFY, THAT A SURVEY CREW OF GARNER AND , ENGINEERS, LITTLE ROCK, ARKANSAS, DID SURVEY THIS PIECCEE OOF F REAALL ESTATE UNDER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF THE SURVEY RESULTS. -- - - - - 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 IN PLAT LED FOR BOOK PAGE THIS DOCUMENT NUMBER FOR BILIL OF ASSURANCEDSEE DEED RECORD - BOOK - __ PAGE TRACT D-2A CIRCUIT CLERK LEGAL DESCRIPTION A rorcel of land situation in the Northwest '/4 of the Northwest f/4 of Section 33, and also in the Northeast % of the Northeast % of bestmn 3,,t Township 2 North, Range 12 West of the Fifth Principal Meridian, City of Little Rock, Pulaski County, Arkansas, being more particularly described as follows: Commencing at the Southeast Corner of the Northwest 1/4 of the Southwest f/4 of Section 33, Township 2 North, Range 12 West; thence N 01035' E, 464.00 feet to a point on the South line of the Riverdale Addition to the City of Little Rock; thence along said South line N 88043' W, 483.19 feet to a point on the centerline of Riverfront Drive; thence along said centerline N 19146' W, 2375.82 feet; thence N 70°14' E, 60.00 feet to a point on the East right-of-way line of Riverfront Drive, said point being the Point of Beginning; thence along a curve to the right, said curve having a radius of 50.00 feet, and a chord bearing and distance of N 25 14' E, 70.71 feet; thence o 70014' E, 11.23 feet; thence along a curve to the right, said curve having a radius of 547.96 feet, and a chord bearing and distance of N 73 06'30" E, 54 �7 feet; thence N 75°59' E, 57.01 feet; thence along a curve to the left, said curve having a radius of 597.96 feet, and a chord bearing and distance of N 70004" 1" E, 123.21 feet; thence along a curve to the right, said curve having a radius of then feet, and a chord bearing and distance of N 850 53'56" E, 18.52 feet to a point on the West line of a 50 foot sanitary sewer easement; thence along said West Chord S37°I I'18"W cn 31 1 I line S 24°3420" E', 37,01 feet; thence N 70014' E, 25.09 feet to a point on the centerline of said 50 foot sanitary sewer easement; thence �t along said centerline N 24°34'20" W, 18.62 feet; thence along a curve to the left, said curve having a radius of 60.00 feet, and a chord 22.81 b1 O beans and distance of N 24° 34'20" W, 109.09 feet to a point on the centerline of said 50 foot sanitary sewer easement; thence along said I Q 9 hord S73°0630 W �5'�59�0 Chord S 70°09'18"W 111.29' / Q centerline N 24°34'20" W, 22.82 feet; thence S 70014' W, 25.09 feet to a point on the West line of said 50 foot sanitary sewer easement; 57 01 I �f thence along said West line S 24°34'20" E, 46.30 feet; thence along a curve to the right, said curve having a radius of 25.00 feet, an a 59,98 o SI AND N chord bearing and distance of S 37°11'18" W, 22.81 feet; thence along a curve to the right, said curve having a radius of 547.96 feet, and e 0 v O AC ITY'EASEMENT a chord bearing and distance of S 70°09' 18" W, 111.29 feet; thence S 75 59' W, 57.01 feet; thence alonhence S oq a curve . the left, said curve RIVER BEND END OF N 2 O UTI I a culrve to radius of right,saidcurve havngchord bearing and a radius of 50 00 feet,distance and a chord ub acing and distance Nt64°46' W, 70.71Nfeet to afpoint onnthe East ROAD DEDICATED R.O.W. 1 Q I o right-of-way line of Riverfront Drive; thence along said East line S 19°46' E, 150.00 feet to the Point of Beginning, and containing 0. 67 1 M of I Q acres, more or less. N CURVE -DATA A =11° 39'24" T = 55.93' L=111.48' R=547.96' CURVE DATA Q=54°16'36" T=12.81' L=23.68' R=25.00' Q "0 11i 341'20" W 8 ' 7*� NNW 7.01' Chord N 70°04�"E, 123.21' ~ u / Ord N73006'30"E�5o59' E _ 5 4.97' Chord N 83053'56"E ul CURVE DATA 18.52 N o 4=229°14'52" orn N 2 °3 '20"W T=24.00' 18.6►2 L=240.07 a II Re 60.00' N DATA CURVE DATA 0 �ICURVE 0=11°49'37" a= 43029108° o to I ' I SANITARY 50 CURVE DATA T = 61.94' T =9.97 to N (:L EXISTING -a = 05045'00" L = 123.43 L = 18.97 , Z SEWER EASEMENT T = 50.00' L = 54.99' R = 547.96' R = 597.96' R =25.00 RIVERBEND ROAD AND TRACT D-2A1 RIVERDALE ADDITION LITTLE ROCK, ARKANSAS PREPARED BY GARVER a GARVER INC. ENGINEERS LIT T L E ROCK ARKANSAS 4:. 20 C 40 80 SCALE - I"= 40' D AT E -AUGUST 7., 1981 Ell II II r I I� I ' 1 I, III