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Home My WebLink AboutS-0057-K Map 10CERTIFICATE OF OWNER ARKANSAS RW� i .J,.T / -r;ar VE R F R 0 N T DR iq-� Iw �:1:+•1• r F. �- ✓/// TRAP f/N-7 SET CONCRETE MONUMENT L E G E N D F:''•.::: FUTURE TRACTS ® PREVIOUSLY PLATTED TRACTS THIS PLAT MM FA 60,00, N170 ° 14' E CURVE DATA A=90000'00" I T=50.00' L=78.54' R=50.00' coo,, 3 01 -'�6+FO o N 0��, F6,, rO = ♦ 7L to O % 0 w 3 co 61.23' p N 70014 E , O PROPERTY MAP Scale: I"=500 I � - F w CONCRETE ONUMENT\ yam^/ r ti 3 vo 9°ds _Go 0 "' w /y ✓ / CONCRETE ---r �01 TRACT MONUMENT W U Q O RIVERBChord S 20°5737W END ROAD 24.25' �7 01' s 25- N75°59'E Chord N69'35'04"E, 12772'_ N63 07 E END OF DEDICATED R O W Q L-- _ _ r �j/y ChordN73°O6'30" N 75;59,E Chord N70°04'll"E, 123.22'�°� 5 49 . Chord S 89018'30"E I I ih 22.34 o� N Chord S 72016'E,19.7 Gr o - S 24034'20' Z 24.87' CURVE DATA I CURVE DATA CURVE DATA _.. 0 = II049'39" 0=53004'19" L=18059'21" w CURVE DATA CURVE DATA T = 61.94' T=12.48' T=10.04' 'T o A = 90000'00" 0 = 0504600" L = 123.44 L= 23.16' L= 19.89' N T = 50,00' T = 27.52' R = 597.96' R= 25.00' R= 60.00' L = 78.54'- L = 54.99' R = 50.00' R - 547.96' Z POINT OF L. R. VeASTP,tATCR UTILITY BEGINNING Easements AProved Easements Required Data,• x l By l 50' SANITARY SEWER AND U71LI7Y EASEMENT CURVE DATA A = 05045'0d' N T = 30.0CURVE DATA C'JRVE DATA CURVE DATA L =60.01 ' L=11039'26" A=55°01'21" A=230I8'47" R=597.96 T=55.94' T=13.02' T=12.38' L=111.49' L=24.01' L=24.41` R=54796' R=25.00' R=60.00' S 24034'20""E 24.28' Chord S 36048' 54' 23 10' 59.9 A S 75-m;.." , Chord S 70°09'17"W 111.29' 57 01' POINT OF COMMENCEMENT SE CORNER NW 1/4, SW 1/4 SEC.33. T2N. R 12W 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. 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� REGISTEREDLAND 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 ICERTIFICATE OF RECORDING 15' WATERLINE AND THIS DOCUMENT NUMBER FILED FOR RECORD _ _ IN PLAT �71L-IT Y EASEMENT BOOK PAGE _ FOR BILL OF ASSURANCE SEE DEED RECORD BOOK - PAGE - - - - 3 o- TRACT D-2A CIRCUIT CLER K IT O d- OD LEGAL DESCRIPTION U) O o to o N 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 N Section 32, Township 2 North, Range 12 West of the Fifth Principal Meridian, City of Little Rock, Pulaski County, Arkansas, being more N Z 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 Soath line 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 rad 1s of 50.00 feet, and a chord bearing and distance of N 250 14' E, 70.71 feet; thence N 70° 14' E, 11.23 feet; thence aloe§ a curve 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 cave to the left, said carve 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 c-urve to the right, said curve having a radius of 25.00 feet, and a chord bearing and +Q 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 `earing and dis- �� tance of S 720 16' 00" E, 19. 9L feet to a point on the West line of a 50 foot Sanitary Sewer Easement; thence along said West line, I S 240 34' 20" E, 24.87 feet; thence N 650 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 carve to the left, said c; rve caving a radius of 60.00 feet, and a chord bearing and act 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, I 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 along said west line, S 240 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 200 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 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 bearing and distance of S 700 09' 17" W, 1 1 1.29 feet; thence S 75' 59' 00" W, 57.01 feet thence along a curve to the left, said curve having EAQ 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 curve 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 right-of-way line of Riverfront Drive; thence along said East right-of-way of Riverfront Drive, S 19046' E, 150.00 feet, and containing 0.66 acres, more or less. CURVE DATA IA=194023'06" L=203.56' RIVERBEND ROAD AND TRACT D-2A I I Re 60.00' N� RIVERDALE ADDITION LITTLE ROCK, ARKANSAS °v Z EXISTING 50' SANITARY PREPARED BY :A. �-r N 01°35' E 464,0' EXISTING TRACT D-2A I I I I I - I GARVER & GARVER, INC. ENGINEERS LIT T L E ROCK ARKANSAS 40 20 C 40 80 SCALE - I"= 40' D AT E -AUGUST 7, 1981 Job No:19 81