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Home My WebLink AboutS-0057-K Map 30 ARKANSAS RW� I , 4 ;F C /..,� ,, _ RAC: F.I.P. SET CONCRETE MONUMENT L E G E N D R FUTURE TRACTS ® PREVIOUSLY PLATTED TRACTS THIS PLAT I I CURVE DATA A=90°00 00 I , I T=50.00' I L=78.54' R=50.00' I I I coo. I I. 3 I I I ay din 6 ° N > I �9p Or_ G 0 3 j �♦ o (D I 1 O "-' '0 �Iz I 61.23' o tr 0 N 70014 E ' I O O Cat e • CC N170 ° 14' I I I I I I I I j I N 3 I I OD I 1 in v 1 N I I I I I 1 I I I I I I I I 1 CURVE DATA A = 90°00'00" T = 50,00' L = 78.54'- R = 50.00' POINT OF BEGINNING I T ,C B-1 I ___ RI_VERFR0NT DRt. f { , RA I"rX^T T/ ACT;T, T 7/-/7/ LKLLK�i;;;73;1�K Iwo , " CONk, CRETE MONUMENT ONCRETE IONUMENT 1 POINT OF GUMMENCEMENT SE CORNER NW 1/4, SW 1/4 SEC.33. T2 N . R 12 W FOUND CPICRETE 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 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. Uj REGISTERED LAND SURVEYOR NO. 865 EBSAMEN PARK -- --- yS� ROAD �,LS jQ'40„_ Ig F.I.P 3 Z�SO�W/- G`��c 4T ,' g6596 F.LP 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 PROPERTY MAP I I RULES AND REGULATIONS. Scale : I"=500 DATE OF EXECUTION 50'SANITARY SEWER AND I CERTIFICATE OF RECORDING UTILITY EASEMENT 15' WATER LINE 6�N� THIS DOCUMENT NUMBER FILED FOR RECORD _ IN PLAT UTILITY EASEMENT - 800K PAGE_ FOR BILL OF ASSURANCE SEE DEED RECORD 3 BOOK PAGE _- 3 o TRACT D-2A - - O N I CIRCUIT CLER °� K CURVE DATA O LEUAL DESCRIPTION = 05045'00" N o N 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 in 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 CURVE DATA CJRVE DATA CURVE DATA N z particularly described as follows: R=597.96' 0=11039 26 A=5500121 A=23°18 47 T=55.94' T=13.02' T=12.38t 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=24.41 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 19� 46' W, 2375.82 feet; thence N 70 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 raving a radius of 50.00 feet, and a chord bearing and distanceof N 25° 14' E, 70.71 feet;thence N 70' 14' E, 24.28 1� L3 11.23 feet; thence along a carve to the right, said curve caving a radius of 547.96 feet, and a chord bearing and distance of N-73006' 3011E, rO 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 36°48' 54" W I rN distance of N 70' 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 I Q distance of S 89 18 30 L, 22.34 feet; thence along a curve to the left, said curve having a radius of 60.00 feet, and a chord bearing and dis- S 750,591W 23.10 C p1N C6 S tance of S 720 16' 00" E, 19.79 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 SeweLEasement; thence along said lord S73°06 30 W 57 O, Chord' S 70°09'17"W 111.29 / N Centerline, N 24° 34' 20" W, 15.77 feet; thence along a c rve to the left, said curve having a radius of 60.00 feet, and a chord bearing and 59, 98' Chord S 20°51737"W IL " RIVER BEND 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, 57 ROAD 24.25' S 25' U r N 24° 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 ;hordN73�6 p � 01 Chord N69°35'04'E 127.72' I along said west line, S 240 34 0 E 24.28 feet; thence along a curve to the left, said curve having a radius of 60.00 feet, and a chord 57.48 059E -----� N63' E I c g ° „' N 75 - 1107 bearing and distance of S �0° 57' 37 W, 24.25 feet; thence along a a:rve to the fight, said curve having a radius of 25.00 feet, and a chord U I I 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 0 G AND bearing and distance of S 70 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_7..01' Chord N 70 04' I I" E 123.22' x ACCESS EASEMENT v` 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 curve Ord N73°06'30" N 75,59,E UTI ITY to the Fight, said carve having a radius of 50.00 feet, and 4 chord bearing and distance of N 64° 46' 00" W, 70.71 feet to a point on 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, 150c00 feet, and containing 0.66 Chord S 89018'30°E I I acres, more or less. 22.34' I CURVE DATA Chord S 72016'E,19.7 I A=194°23'06" S 24034'20"E 24.87 _ L=203.56' RIVERBEND ROAD AND TRACT D-2A I R-ti Ra60.00' RIVERDALE ADDITION I CURVE DATA CURVE DATA CURVE DATA c� a=II°49'39" 0=53°04'19" 0=18059'21" ut M� LITTLE ROCK, ARKANSAS CURVE DATA T= 61.94' T=12.48' T=10,04' 0 0 0 A = 05045'00" L = 123.44 L= 23.16' L= 19.89' in a PREPARED BY a z ZEXISTING 50 SANITARY T = 27.52 R = 597.96 R= 25.00 R= 60.00 UN SEWER EASEMENT L=54.99 CO GARNER & GARNER, INC. R - 547.96' z WESTERN BOUNDARY OF ,qs /aoio.vr" EXISTING TRACT D-2A E N G I N E E R S py,App/D05.44d- I I LIT T L E ROCK , ARKANSAS / �� i2 (<`�✓lr�z_ I 40 20 C 40 80 SCALE - I"= 40' II D AT E -AUGUST 7, 1981 Job No.19581