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Home My WebLink AboutS-0057-K Map 7T ,C., SET CONCRETE - - MONUMENT -� L E G E N D i:''.:': ='. FUTURE TRACTS PREVIOUSLY PLATTED TRACTS THIS PLAT CURVE DATA A=90000'00" I I T=50.00' I L=78.54' I I R=50.00 I I coo I I � 1 �p SFo o N I 0 3 i 0 �% O i !2w� I i w 3 z I tD 61.- o I 0 I N70°14'E ¢ - 0 I I � I 1le� nt, :: CURVE DATA A = 90°00'00" "I T =50,00' L = 78.54'- R = 50.00` POINT OF BEGINNING ARKANSAS _ RIVE BI __ R I VE R F RONT DR If ��TRACT' K- r _i_ R ,, p 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 N0.1053, PAGE NO. 423 ,a ,a CERTIFICATE OF ENGINEERING ACCURACY 3 I, RONNIE D. HALL , HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS iu CONCRETE A SURVEY AND A PLAN MADE BY ME OR UNDER MY SUPERVISION. THAT ALL MENT POINT OF )NUM ^� MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,TYPE 40 C COMMENCEMENT AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIREMENTS OF ;v..,.rf., ..,.,. THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY SE CORNER NW I/4, SW I/4 COMPLIED WITH. SEC.33 T2N R12W FOUND CONCRETE 3634 n V, MONUMENT ° N 01035'E REGISTERED PROFESSIONAL ENGINEER NO. �j 464.0' DATE OF EXECUTION NE -� °P° CERTIFICATE OF SURVEY MONUMENT PP�\,� Po\F\c I, HEREBY CERTIFY, THAT A SURVEY CREW OF GARVER AND GARVER, INC. PNo v ENGINEERS, LITTLE ROCK, ARKANSAS, DID SURVEY THIS PIECE OF REAL ESTATE ° UNDER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF ?N THE SURVEY RESULTS. � {{{�{'u / -�o • REGISTERED LAND SURVEYOR NO. 865 � F.I.P // U •W S/,�/M1GP N:5.10'" F.I.P1 3 z550��/�N a' g65..9 F.1.P /�40CERTIFICATE 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 T PROPERTY MAP HE AUTHORITY OF SAID I RULES AND REGULATIONS. Scale: 1"=500 I DATE OF EXECUTION -" 0, SEWER AND CERTIFICATE -OF_ RECORDING I 501SANITARY WATERLINE AND UTILITY EASEMENT 15' THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT EASEMENT - UTILITY BOOK PAGE_ _FOR BILL OF ASSURANCE SEE DEED RECORD 3 BOOK _ PAGE 3 o TRACT D-2A 0- N_ CIRCUIT CLERK I CURVE DATA 9-p n ,T oo ro - LEGAL DESCRIPTION 0 = 05045'00° o a °Ui v A parcel of land Situated in the Northwest 1/4 of the Northwest 1/4 of -Section 33, and also in the Northeast 1/4 of the Northeast 1/4 of T = 30.0 CURVE DATA C'JRVE DATA CURVE DATA C\i z I Section 32, Township 2 North, Range 12 West of the Fifth Principal Meridian, City of Little Rock, Pulaski County, Arkansas, being more L = 60.01 N particularly described as follows: R=597.96' 0=11039 26 0=5500121 0_23°I8 47 T=55.94 T=13.02 T=12.38 Commencing at the Southeast Comer of the Northwest 1/4 of the Southwest 1/4 of Section 33, Township 2 North, Range 12 West; thence L = 111.49' L=24.01' L=24.41` I N 010 35' 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 R=547.96' R=25.00' R=60.00' N 880 43' W, 483.19 feet to a point on the centerline of Riverfront Drive -,thence along said centerline N 1946' W, 2375.82 feet; thence N 700 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 S 24034'20"E curve to the right, said carve Igaving a radius of 50.00 feet, and a chord bearing and distance of N 25' 14' E, 70.71 feet; thence N 70' 14' E, 24.28' 1-3 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, C0 54.97 feet; thence N 75° 59' E, 57.01 feet; thence along a c.;rve to the left, said carve having a radius of 597.96 feet, and a chord bearing and Chord S 36048' 54" W I i distance of N 70° 04 11 " E, 123.22 feet; thence along a c'.wa. e to the right, said curve having s radius of 25.00 feet, -d a cg chord bearing and distance of S 89° 18' 30"E, 22.34 feet; thence along a carve to the left, said curve having a radius of 60.00 feet, and a chord 'tearing and dis- ° „ S 75° Q 01N ro I S tance of S 72 16 00 E. 19.79 feet to a point on the Wes_ line of a 50 foot Sanitary Sewer Easement; thence along said West line, - S 24° 34' 20" E, 24.87 feet; thence N 65° 25' 40" E, 25.00 feet to the Centerline of said 50 foot Sanitary Sewer Easement; thence along said hord S73°0630 W "59 W Chord S 7000917 W 111.29 N m z fig 98' S7.01 I - p Centerline, N 24' 34' 20" W, 15.77 feet; thence along a carve to the left, said curve :saving a radius of 60.00 feet, and a chord bearing and RI VE RBEND Chord S 20057 37 W r- C4 distance of N 24° 34 20 W, 119.05 feet to a point on the Centerline of said 50 foot Sanitary Sewer Easement: thence along said Centerline, ROAD 24.25' U N 240 34' 20" W, 15.18 feet; thence S 650 25' 40" W, 25.00 feet to a point on the West line of said 50 foot Sanitary Sewer Easement; thence 58.25 r ° „ Chord N73`06�p'�701' Chord N69°35'04'E 12Z72' �i '� along said west line, S 24 34 20 E, 24.28 feet; thence along a curve t0 the left, said carve having a radius of 60.00 feet, and a chord 57.48' N 75°gg'E '- - - -- -� N 63°110F E bearinand distance of S 200 57' 37" W, 24.25 feet; thence alonga carve to the fight, said curve .havig 3 radius of 25.00 feet, and a chord v I I J bearingand distance of S 36 48 54 W, 23.10 feet; thence alonga carve to the right, said curve havinga radius of 547.96 feet, and a chord _ END OF DEDICATED R-O- Q AND bearing and distance of S 70° 09' 17 W, 111.29 feet; thence S 75059' 00" W, 57.01 feet;thence along a curve to the left, said curve having lord IV73°06'3 it 5 �l . Chord N 70° 04' I I" E. 123.22 Ir ACCI SS EASEMENT Q a radius of 597.96 feet, and a chord bearing and distance of S 730 06' 30" W, 59.98 feet; thence S 70' 14' W, 11.23 feet ;thence along a curve N 75°55 UTI to the Tight, said c.irve having a radi.as of 50.00 feet and a c::ord bearing and distance of N 64°46' 00" W, 70.71 feet to a pain Don the East 5 4.97` right-of-way line of Riverfront Drive; thence along said East right-of-way of Riverfront Drive, S 19° 46' E, 150.00 feet, and containing 0.66 Chord S 89018'30°E I I acres, more or less. 22.34' I CURVE DATA Chord S72°16'E,19.7 ' A=194°23'06" Jj�dameC} S 24°3%c{d 4'20"E I 1lJJ re5S 0 ow ^f-r- T=475.45 24.87 L=203.56' Q'rwo es ��y�l �sl ell Co•^e`• RIVERBEND ROAD AND TRACT D-2A I o I Re60.00' re�eren.ceS RIVERDALE ADDITION CURVE DATA CURVE DATA CURVE DATA alr- -j- �rscf► 60(a 0=11°49'39" 0=53004'19" A=18059'21" w cr� 00 o to S Xa LITTLE ROCK, ARKANSAS CURVE DATA T= 61.94 T=12.48 T=10.04 0 s wrve''�t I A = 05°45'00" L = 123.44' L= 23.16' L=19.89' N Ui z t'L EXISTING 50� SANITA '�� 5 se ct l ( PREPARED BY T = 27.52' N nit arke R = 597. 96 R= 25.00 R= 60.00 U) SEWER EASEMENT 5 Lirh (n L=54.99 ED J l �A` GARVER & GARVER INC. R -547.96' z S��cQ� "d WESTERN BOUNDARY OF �Q EXISTING TRACT D-2A r +N�t` o�a�e cCo'^P ENGINEER S I O 0 � LIT T L E ROCK ARKANSAS I, fC� D 40 20 C 40 60 OC60 NSCALE - I"= 40' D AT E-AUGUST 7, 1981 Job No.19581