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Home My WebLink AboutS-0057-K Map 9w 0 2 ARKANSAS RIVERy _�� SET CONCRETE' - MONUMENT L E G E N D i=<'::'' FUTURE TRACTS PREVIOUSLY PLATTED TRACTS CURVE DATA &90°00'00" I T=50.00' L=78.54 R=50.00' I i I I a4, � ih N �o sF° > I I o . F6,, r- - 0 3 j -00 rn �♦ I 0 a o Z io 61.23' p 0 N 7004 E CL N170° 14' I I N3 OD - Ui r`I 0 M NI � W; FA CURVE DATA A = 90*00'00" T = 50,00' L = 78.54'- R = 50.00' POINT OF BEGINNING / B 2 I TART-2A i-%r.1'.�.? F:. 4i CONCRETE i �•? i.l,:� Y MONUMENT \ POINT OF BEGINNING ~ IV P< ° , R I V E R F R/ O N T D R t.� F ----- N I9ads w _ �2p -1RA4 ✓ 1�/f TTRAC CONCRETE / /., i, i ,TRACT . MONUMENT w� :lr•.'..: ! is PROPERTY MAP Scale* I' =500' 50' SANITARY SEWER ANU UTILITY EASEMENT CURVE DATA A = 05045'00" N T =0:0�' CURVE DATA C'JRVE DATA CURVE DATA L =6001 ' A=11°3926" A=55°01'21" A=23018'47" R=597,96 T=55,94' T=13.02' T=12.38' L=111.49' L=24.01' L=24.41` R=547.96' R=25.00' R=60.00' S 2403420"E 24.28' POINT OF COMMENCEMENT SE CORNER NW I/4, SW I/4 SEC.33, T2 N _R 12 W FOUND CONCRETE MONUMENT N 01°35 E 464.0' 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 A423 CERTIFICATE OF ENGINEERING ACCURACY I, RONNIE D. HALL , 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. 3634 REGISTERED PROFESSIONAL ENGINEER NO. DATE OF EXECUTION 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. 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 ICERTIFICATE OF RECORDING 15' WATER LINE AND THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT UTILITY EASEMENT BOOK PAGE _ FOR BILL OF ASSURANCE SEE DEED RECORD 3 BOOK PAGE 3 o TRACT D-2A N CIRCUIT CLERK p OD I LEGAL DESCRIPTION tto o N U) i 0 - 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 0 N I N I Section 32, Township 2 Noeh, Range 12 West of the Fifth Principal Meridian, City of Little Rock, Pulaski County, Arkansas, being more N 2 particularly described as follows: I Commencing at the Southeast Corner of the Northwest 1/4 of the Southwest 1/4 of Section 33, Township 2 North, Range 12 West; thence N 01° 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 1 N 88" 43' W, 483.19 feet to a point on the centerline of Riverfront Drive;thence along said centerline N 19 46 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 curve to the right, said curve having a radios of 50.00 feet, and a chord bearing and distance of N 25° 14' E, 70.71 feet; thence N 70° 14' E, i3 11.23 feet; thence along a carve to the right, said curve having a radius of 547.96 fee?, and.a chord bearing and distance of N-730 06' 30" E, �O 54.97 feet; thence N 75" 59' E, 57.01 feet; thence along a carve to the left, said curve having a radius of 597.96 feet, and a chord bearing and „ distance of N 70' 04' 11 " E, 123.22 feet; thence along a curve to the right, said curve having a radius of 25.00 feet, and a chord bearing and Chord S 36048 54 W r i Q' distance of S 89 18 30 E, 22.34 feet; t4ence along a carve to the left, said curve having a radius of 60.00 feet, and a chord bearing and dis- c mil° (l ° " E 1 79 f h C f 50 f S S E th 1 'd W t U _ 23.10 S75"59'W Chord S 70009'17"W 111.29' N 0173°0630 01a M Z W 59,98' S7.01 RIVERBEND �� Chord S20°57'37"W - o r _ hordN7' - ��j- N750591E ROAD 24.25' S 25'_ Chord N69°35'04°E, 12772'_ _ - o " '_--- 110E 57.48' N63 I END OF DEDICATED R-O- Q o71 6'301$ 5 a �j Chord N 70° 04' 11' E, 123.22' ACCE U- l 54.97` N 75 59 E Chord S 89°18'30"E 1 I 22.34' Chord S 72016'E,19.7 ' S 24034'20°E 24.87' _ CURVE DATA CURVE DATA CURVE DATA a = 11049'39" 0=53004'19" A=18059'21" w CURVE DATA T = 61.94' T=12.48' T=10.04' 00 0 = 05045'00" L = 123.44' L= 23,16' L= 19.89' U) Ui T = 27.52' R = 597.96' R= 25.00' R= 60.00' 0 N L = 54.99' LO cD R - 547.96' Z 31 0 4 S tance of S 12 16 00 , 9. eet to a point on t e Wes, me o a cot an ary ewer asement, ence a Ong say es cne, S 24° 34' 20" E, 24.87 feet; thence N 65025' 40" E, 25.00 feet to the Centerline of said 50 foot Sanitary Sewer Easement; thence along said �Centerline, N 24' 34' 20" W, 15.77 feet; thence along a carve to the left, said curve having a radius of 60.00 feet, and a chord bearing and � 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, N 240 34' 20" W, 15.18 feet; thence S 65° 25' 40" W, 25A0 feet to a point on the West line of said 50 foot Sanitary Sewer Easement; thence along said west line, S 24' 34' 20" E, 24.28 feet; thence along a curve to the left, said curve having a radius of 60.00 feet, and a chord 1 bearing and distance of S 20° 57' 37" W, 24.25 feet; thence along a curve to the right, said curve having a radius of 25.00 fees, and a chord bearing and distance of S 36' 48' 54" W, 23.10 feet; thence along a curve to the right, said curve having a radius of 547.96 feet, and a chord bearing and distance of S 70° 09' 17" W, 111.29 feet; thence S 750 59' 00" W, 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 S 73° 06' 30" W, 59.98 feet; thence S 70° 14' W, 11.23 feet ;thence along a curve to the Fight, said carve having a radi is of 50.00 feet, and a e_:ord bearing and distance of N 64° 46' 00" W, 70.71 feet to a point on the East right-of-way line of Riverfront Drive; thence along said East right-of-way of Riverfron*. Drive, S 190 46' E, 150.00 feet, and c,uaant fining 0 66 acres, more or less. r✓ �jJ CURVE DATA 6=194023'06" T=475.45' L=203.56' RIVERBEND ROAD AND TRACT D-2A 11772' Re 60.00' RIVERDALE ADDITION LITTLE ROCK, ARKANSAS EXISTING 50' SANITARY PREPARED BY )EWER EASEMENT GA R V E R & G A R V E R, I N C. VESTERN BOUNDARY OF ENGI N E E R S EXISTING TRACT D-ZA LIT T L E ROCK ARKANSAS 40 20 C 40 80 SCALE I"= 40' D AT E -AUGUST 7, 1981 Job No.19581