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Home My WebLink AboutS-0057-K Map 4CERTIFICATE OF OWNER 2 ARKANSAS, RIVE - �- �; �l I TRACT B-2 I / TRA T D-2 fa iJ::"1" L� ..MONUOENI CO TRACT TRAC B-I 1'!'fr""�;� POINT OFa q- I l� _� : ; BEGINNING I �~ N M V E R F R O N � SET CONCRETE --` MONUMENT L E G E N D FUTURE TRACTS PREVIOUSLY PLATTED TRACTS THIS PLAT CURVE DATA 1 A=90000'00" I 1 I T=50.00' 1 1 I L=78.54' R=50.00' I 1 I I c oo,,a� I 3 I N SFo o 0 3 i o �♦ N o ILn Z ' (o it 61.23' o Cr I N 70014' E & I o) - 0 k, I I V) I L9 w_ N I I Gr o = 60.00' I Z � N170°14' 1 I � I I N 3 m_ rri � til � Vo Cq CURVE DATA A = 90000,00" T = 50,00' L = 78.54'- R = 50.00' POINT OF - BEGINNING POINT OF COMMENCEMENT SE CORNER NW 1/4, SW 1/4 SEC.33, T 2 N, R 12 W FOUND CONCRETE MONUMENT � N 01°35 E 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 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 T D R N 19 a s w _ _ V. - RACT K- 464,0' DATE OF EXECUTION _. R r.�. / / CONCRETE ACT II,, ti �T1RAC - ,TRACT MONUMENT P��° CERTIFICATE OF SURVEY 1,HEREBY CERTIFY, THAT A SURVEY CREW OF GARVER AND GARVER,INC. -� K -�1 9Pc ENGINEERS, LITTLE ROCK, ARKANSAS, DID SURVEY THIS PIECE OF REAL ESTATE - TRACT T / �'A a+ ° PN° UNDER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF N 2 �` / F///Tz7 N�r , 0 �P� THE SURVEY RESULTS. w ��TR CT 1 ti 1 s <NJ °lo'a "W� ACT } a./ -3 :t:..... Li CD t o / W �o REGISTERED LAND SURVEYOR N0. 865 P. 9SAMEN PgRK ROAD /1 F'1.P\ Z-50--�` °P CERTIFICATE OF FINAL APPROVAL ds -Y° 40" - - +- I 54, Be5.96 F.I. P \ 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 PROPERTY MAP I I RULES AND REGULATIONS. Scale: I =500 DATE OF EXECUTION I CERTIFICATE OF RECORDING 50'SANITARY SEWER AND 15 WATER LINE AND UTILITY EASEMENT THIS DOCUMENT NUMBER FILED FOR RECORD _ IN PLAT UTILITY EASEMENT BOOK PAGE _ FOR BILL OF ASSURANCE SEE DEED RECORD BOOK -_ PAGE 3 o TRACT D-2A N_ I CIRCUIT CLERK � p d 00LEUAL DESCRIPTION CURVE DATA LO o o - 0 = 05045'00" N U) 1 r - 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 /V N I N Section 32, Township 2 North, Range 12 West of the Fifth Principal Meridian, City of Little Rock, Pulaski County, Arkansas, being more L = 60.01'3 CURVE DATA C'JRVE DATA CURVE DATA z I particularly described as follows: R=597.96' 0=1103926" A=55001'21" 0=23°18'47" T=55.94 T=13.02 T=12.38 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 L = 111.49' L=24.01' L=24.41N 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 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 S 2403420"E curve to the right, said curve raving a radi'--�s of 50.00 feet, and a chord bearing and distance of N 250 14' E, 70.71 feet; thence N 70° 14' E, 24 28' 13 11.23 feet; thence along a carve to the right, said curve craving a radius of 547.96 fee:, and a chord bearing and distance of N-73606' 30" E, �O 54.97 feet; thenc6 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 c :ord bearing and „ 1 N distance of N 700 04' 11 " E, 123.22 feet; thence along a carve to the right, said curve having a radius of 25.00 feet, and a chord bearing and Chord S 36048 54 W l�) Q distance of S 890 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 bearing and dis- hence ° S 7505 9' ° 23.10 / N Q1 Z �s' S 24° 34' 20" E, 24 807 f et ! hencefeet to a int on the N 65' 25' 40" E, 25 00 feet to the Centerlins+ line of a 50 e of said 50 foot Sant Sanitary Sewer itary SewertEasement thence alongsaid West sa line, W Ord S73 0630 W Chord S 70 0917 W 111.29 ' e v I Centerline, N 24 34 20 W, 15.77 feet -,thence along a c-;rve to the left, said carve having a radius of 60.00 feet, and a chord bearing and 59.98' 57.01' .- o RIVER BEND Chord S 20°57'37"W L cv 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, U N 24° 34' 20" W, 15.18 feet- thence S 65° 25' 40" W, 25.00 feet to a point on the West line of said 50 foot Sanitary Sewer Easement; thence hord N73 �- ROAD - 24.25 58.2% I along said west line, S 24° 34' 20" E, 24.28 feet; thence along a curve to the left, said curve having a radi_Is of 60.00 feet, and a chord 06 p �7. �9 E Chord_N69°3504'E, 12772'_ � N 63 1107 E c bearing and distance of S 200 57' 37" W, 24.25 feet; thence along a curve to the right, said curve having a radius of 25.00 feet, and a chord 57.48' N 75°�� v I v bearing and distance of S 360 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 END OF DEDICATED R 0 a S ANp _ i r bearing and distance of S 700 09' 17" W, 111.29 feet; thence S 75° 59' 00" W, 57.01 feet;thence along a curve to the left, said curve having !�- 5 701 Chord N 70° 04' I I° E, 123.22' gCCE Y EASEMENT Q 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 )rd N 73°06' " E " UTI IT to the light, said carve having a radius of 50.00 feet, and a chord tearing and distance of N 64° 46' 00" W, 70.71 feet to a point on the East 54.97` N 75°59' - I right-of-way line of Riverfront Drive; thence along said East right of -way of Riverfront Drivir, S 19°46' E, 150.00 feet, and containing 0.66 Chord S 89018 30 E 11 11 acres, more or less. _ 22.34' CURVE DATA Chord S 72°16'E,19.7 I A=194° 23'06" S 24034"20"E I T=475.45' 24.87 L-20356' RIVERBEND ROAD AND TRACT D-2A1 - R:so.00' 3 I RIVERDALE ADDITION CURVE DATA CURVE DATA CURVE DATA oN- v=11°49'39" 0=53004'19" A=18059'2161 LITTLE ROCK, ARKANSAS CURVE DATA T = 61.94' T=12.48' T=10.04' o � ° N SANITARY PREPARED B Y 0 = 05045'00" L = 123.44' L= 23.16' L= 19.89' Z EXISTING 50ASEME T = 27.52' R = 597.96' R= 25.00' R= 60.00' N N Ul)SEWER ENT GA R V E R & G A RV ER I N C. L= 54.99' R = 547.96' Z I WESTERN BOUNDARY OF D-2A ENGINEERS EXISTING TRACT I I LIT T L E ROCK ARKANSAS 40 20 C 40 60 Tnmmmmmwlw I SCALE - I"= 40' I I I D AT E-AUGUST 7, 1981 Job No.19581 i I I III ' I � I I ' I i�