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Home My WebLink AboutS-0057-K Map 8LJ 1/50 /;. SET CONCRETE "- MONUMENT ........ LEGEND FUTURE TRACTS PREVIOUSLY PLATTED TRACTS THIS PLAT l I CURVE DATA A=90000'00" I i I T=50.00' L=78.54 I R=50.00' I I I coo, 1 3 I 690 o N > i �, vs, o - C3 3 o �♦ In 0 1 I O I o I w 3 21 z I io 61.23' o I w N 70°14' E tf 0 I I CV)'n N170°14' E I I I I I I N 3 1 OD - I � I I M T N - I z I I II I Z� r W O � M N o o- r` z ARKANSAS R _ WER a 1 POINT OF a; jJ�'` ' ' ' BEGINNING ---RI VE R F RONT DR_y-�--_ �7777 i RA Ir//T7j ACTT K - T -2 TRACT r NCON ��- ✓� � TR CT ACT -3 - A �IJ....r w --_ F I P. ALP, F- U RKRK RpA�---- -r N.IS ;0'.40"_y I. 6y7 F.i.P� g659 PROPERTY MAP Scale: I"=500 50' SANITARY SEWER AND UTILITY EASEMENT CURVE DATA = 05045'00" N T =30.0 CURVE DATA CJRVE DATA CURVE DATA L =60.01 ' A=11°39'26" A=55°01'21" A=23°I8'47" R=597.96 T=55.94' T=13.02' T=12.38' L = 111.49' L=24.01' L=24.411 R=547,96' R=25.00' R=60.00' S 24034'20"� 24.28' Chord S 36048' 54" W ZiICiI�iTj COMMENCEMENT SE CORNER NW 1/4, SW 1/4 SEC.33. T2 N. R 12W 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 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 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. �v 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 IRULES AND REGULATIONS. DATE OF EXECUTION I CERTIFICATE OF RECORDING I 15' WATER LINE AND THIS DOCUMENT NUMBER FILED FOR RECORD _ IN PLAT I UTILITY EASEMENT BOOK PAGE - FOR BILL OF ASSURANCE SEE DEED RECORD BOOK PAGE 3 I o I TRACT D-2A O I CV- I CIRCUIT CLERK d• p0 LEGAL DESCRIPTION ,n O In o - o I - 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 9 N N Section 32, Township 2 North, Range 12 West of the Fifth Principal Meridian, City of Little Rock, Pulaski County, Arkansas, being more UD Z I particularly described as follows: LO 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 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 N 88" 43' W 483 19 feet to a point on the centerline of Riverfront Drive•thence along said centerline N 19b 46' W 2375 82 feet' thence RACT F. I. P 23.10 '-� 5 9 W S 75° a Q1c iS73°0630 W "� , Chord S 70°09'17"W 111.29' 59.98' RIVE 57.p1 RBEND ROAD ChordS2024.25''W o d N 73`n60 57 01' 25'� 5-7 N75°59 E Chord N69°35'04"E, 12Z72'_ _� N63 1107'E r END OF DEDICATED R-O- Q N7�3°p6'301, N 75'gg'E ti Chord N70°04'11"E, 123.22' ��T�j 54.97` -- Chord S 89018'30"E I 22.34' Chord S 72016'E,19.7 _ S 24034'20"E 24.87' CURVE DATA CURVE DATA CURVE DATA yia 4L=11049'39" A=5300419" A=18059'21" CURVE DATA CURVE DATA T = 61.94' T=12.48' T=10.04' 0-0 o A = 90000,00" A = 05°45'00" L = 123.44 L= 23.16' L= 19.89' in T = 50,00' T = 27.52' R = 597.96' R--25.00' R= 60.00' o N L = 78.54'- L = 54.99' R = 50.00' R = 547.96' z POINT OF BEGINNING I /�34' CONCRETE MONUMENT PP\ Q FOUND CONCRETE MONUMENT N 01°35 E 464.0' N 700 14' E, 60.00 feet to a point on the East right-of-way link of Riverfront Drive, said point being the Point of Beginning; thence along a curve to the right, said carve :saving 3 radius of 50.00 feet, and a chord hearing and distanceof N 250 14' E, 70.71 feet; thence N 70° 14' E, 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 73° 06' 30" E, 54.97 feet; thence N 75' 59' E, 57.01 feet; thence along a caarve to the left, said c.:rve having a radius of 597.96 feet, and a &Ord bearing and distance of N 70' 04' 11 " E, 123.22 feet; thence ;long a c-:irve to the right, said curve having a radius of 25.00 feet, and a 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 bearing and dis- C6 tance of S 72' 16' 00" E, 19.791 feet to a point on the Wes; line of a 50 foot Sanitary Sewer Easement; thence along said West line, I S 240 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 Centerline, N 24' 34' 20" W, 15.77 feet; thence along a c-.rve to the left, said curve caving 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, 25.00 feet to a point on the West line of said 50 foot Sanitary Sewer Easement; thence I 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 bearing and distance of S 20' 57' 37" W, 24.25 feet; thence along a carve to the right, said curve having a radius of 25.00 feet, and a Chord bearing and distance of S 36 48 54 W _3.10 feet thence along a curve to the right, said curve having a radius of 547.96 feet and a chord I g g g g AND i bearing and distance of S 700 09' 17" W, 1 1 1.29 feet; thence S 750 59' 00" W, 57.01 feet ;thence along a curve to the left, said curve having EASEMEN Q a radius of 597.96 feet, and a chord bearing and distance of S 73° 06' 30" W, 59.98 feet; thence S 700 14' W, 11.23 feet ;thence along a curve to the Fight, said carve having a radius of 50.00 feet, and a chord bearing and distance of N 64' 46' 00" W, 70.71 feet to a point on the East I Tight -of -way line of Riverfront Drive; thence along said East right-of-way of Riverfront Drive, S 190 46' E. 150.00 feet, and containing 0.66 acres, more or less. CURVE DATA IA=194023'06" T=475.45' L=203.56' RIVERBEND ROAD AND TRACT D-2A I 3 I Re 60.00' RIVERDALE ADDITION Mu- 7 LITTLE ROCK, ARKANSAS 111 �v N EXISTING 50' SANITARY J . PREPARED BY SEWER EASEMENT I�/ GARVER & GARVER I N C. I WESTERN BOUNDARY OF Q 1 h ENGI NEERS EXISTING TRACT D-2A I LITTLE ROCK ARKANSAS I 40 20 0 40 80 SCALE I"= 40' I I D AT E -AUGUST 7, 1981 Job No.19581