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Home My WebLink AboutS-0722-R Map 2riiovr i CNGTH i 1 TA RAnTI14 TANGENT ARC DEF 60 Scale 1" = 60 -0t R175.78' CDN29'10'43'W LC73.30' CL 136.36' S1.48'ST i50J8' 73.24' 3T59'60' C2 37,92' 14.24'34' t50.78' 19.06' 37'59'59' C3 114.19' 43.23'2T ISOJB' 59,99' 3T59'S9' C4 224,02' 26.52'S5' 477,4T 114,11' I1.59'60' CS 153.12' 27.33'42' 318.31' 78.07' 17.59'60' C6 66.03' 32'41'22' 150.78' 4.22' - 37.59'59' C7 39,16' 07.49'56' 286.48' 1149.61' 19'59'60' C8 76.42' 58.22'41' 75.00' 41,90' 76.23'40' R180.78' CDN20.44'41'E VAUIS NO. 2055-0107 C N87'27'54'W 161.69' ~51 pgGIS N0. 2055-0108 19 S Sg, 18 17 ___-4 IG 40.12. it \- 50.02'•43'36'W 's A s November 28, 1995 Legal Description '0�939 CC9.leg �e 32 i Part of the SE1/4, NE114 and the NEl/4, SEl/4, Section 8 and part the NW1/4, SW1/4, Section 9, T-1-N, R-13-W, J of the SW1/4, NW1/4 and N-D Pulaski County, Arkansas, more particularly described as' - %��09 s Beginning at the Southerly most corner of Lot 55, Block 13, Cherry Creek an Addition to the Cit, of Little Rock, Arkansas as recorded u in Plat Book E, Page 831 thence N49'32'45'E along the '. v 33 Southeasterly line of said Lot 55, 100.00 ft. to the Easterly most corner .thereof, said point also lying on the West right-of-way tine �t.>7 of Stone Creek Drive1 thence N72054'38'E, 50.00 ft, to n point Y tie 69.44, �3R e East right-of-way tine of said Stoney Creek Drive; thence on tine ED S0. TUP 'T� Northwesterly along the e of n 175.78 ft, radius curve to the m �o\N9 0 ape 7 it 119•26� left and the sad East right-of-way line, a chord bearing and ♦0 distance of N29'10'43'W, 73.30 ft, to the Southerly most corner 30'R 140.32.7' of Lot 15, Block 11, said Cherry Creek Addition; thence N41'01'22'E along the Southeasterly tine of said Lot 15, 123,40 ft. to the Easterly most corner thereof and the Southwest most ab / 34 corner of Lot 14, Block 11, said Cherry Creek Addition; thence 40's ' S81'18'46'E along the South Line of said Lot 14, Block 11, 74.72 Ft. to the Southeast corner thereof; thence N20'57'23'E along the _I - - _ - - - _ _ - East line of said Lot 14, and Lots 13 and 12, Block 11, said Cherry 202.55' .Creek Addition, 233.30 ft. to the Southwest corner of Lot 11, Block 7°51'52'W 33836' 11, said Cherry Creek Addition thence S65'29'46'E along the 4 South Line of said Lot 11 and the said South line extended 189.39 O ft. to a point on the East right-of-way tine of Brookford Drive; thence N24'31'17'E along the said East right-of-way line, 60,15 ft1 thence Northeasterly along the arc of a 180.78 ft. radius curve to the left and the said East right -of -why line a chord bearing and distance of N20'44'41'E, 24.04 ft, to the Southwest corner of Lot 22, Block 4, said Cherry Creek Addition; thence S75'08'16'E along the South Line of said Lot 22, 113.84 ft, to the Southeast corner thereof; thence N07'09'14'E along the East line of said Lot 22, 30.77 ft, to the Southwest corner of Lot 21, Block 4, said Cherry Creek Addition; thence S82'46'04'E along the South line of said Lot 21, 73.42 ft, to the Southeast corner STATE PLANE COORDINATES thereof, said point also being the Southwest corner of Lot 20, Block 4, said Cherry Creek Addition? thence N70'43'26'E along the 4 146464.742483 1188833.876510 South line of said Lot 20 and Lot 19, Block 4 said Cherry Creek 5 146710,250537 1188692,744290 Addition, 170,79 ft. to the Southwest corner of Lot 104, Block 4, 6 146836966206 1188661,610820 said CherryCreek Addition thence N76'53'16'E along the South 7 146871.345196 1188664.150480 8 146781822300 1188783.773850 Line of said Lot 104 and Lot 103, Block 4, said Cherry Creek 9 146796.118390 1188831,709880 Addition, 231.32 ft. to the Southwest corner of Lot 102, Block 4, 10 146797.284713 1188930.950960 said Cherry Creek Addition; thence S59'26'54'E along the South 11 146837.548441 1189090.013490 line of said Lot 102 and Lot 101, Block 4, said Cherry Creek 12 146742.190345 1188987.937160 13 146719A56451 1189056,333250 Addition, 82.43 ft. to a point on the South Line of said Lot 1011 14 146886.690084 1189099.322590 thence S18'09'09'W, 249.91 ftd thence N76'27'54'W, 40.12 ft.1 15 146979.894385 1189128.203790 thence S17'13'00'W, 9758 ftd thence S10'43'36'W, 50,02 fts 16 146970.505371 1189167.206870 thence S15'55'06'W, 122.80 ft.1 thence N71'36'50'W, 72.08 ft,; 18 147207.981369 1189245.066380 19 147249.882070 1189174.079420 thence N45'58'01'W, 79.26 ft.1 thence S89'19'36'W, 99.25 ft,s 20 147197,404072 1188948.786390 thence S73'23'37'W, 50,02 ft.l thence Northerly along the arc of 21 147141.021356 1188787.567180 a 175,78 ft. radius curve to the right, a chord bearing and 22 147119,770029 1188710.889860 distance of N04'26'07'W, 74.15 ft.1 thence N82'12'03'W, 114.95 23 147150,264499 1188714.730800 25 147148.952139 1188600,871750 ftd thence SO4'13'30'W, 34,47 ft,l thence S13'48'14'E, 130.48 26 147126,470195 1188592.356510 ft.1 thence S29'53'34'E, 283.18 ft.1 thence N87'51'52'W, 338.96 28 147071.746025 1188567393630 ft. to a point on the West Line of the NW1/4 SE 1/4 Section 91 31 146932.43096 1118 thence S00'46'22'W aloe the said West line 409.42 ft.s thence g 311.617570 32 146943.716172 i8S 311.617570 33 146943J16172 1188237J57350 N87-27'54'W, 161.69 ft,; thence N71'29'32'W, 155,66 ft.; thence 35 146850,616302 1188156,761960 N18'26'06'E, 46.07 ft.; thence N71'29'13'W, 119.52 ft, to a 36 146786,621916 1188192.495900 point on the East tine of Lot 48, Block 13, said Cherry Creek 37 146771.928639 1188144703740 Additions thence N25'07'07'E along the said East Line of Lot 48, 39 146648.547061 1188067.267020 40 146707.041661 1188068,607500 42.04 ft. to the Northeast corner thereof, said point also being 41 146578.798298 1188051.179920 the Southeast corner of Lot 49, Block 13, said Cherry Creek 43 146512.981936 1188085.211460 Addltlonl thence N18'34'05'E along the East Line of said Lot 49 44 146244.26996 1188144 and Lot 50, Block 13 said CherryCreek Addition 140.39 ft.1 thence 099275810070 45 146206.205733 11880 1725130 46 ta6206.2as733 ueeoB1725t3o N23'31'57'W and continuing along said East line of said Lot 50 47 146168.256829 1188195.055990 and Lot 51, Block 13, said Cherry Creek Addition, 147,93 ft, to the 48 146124,551639 1188180.487550 Northeast corner of said Lot 51, said paint also being the 50 146075,139630 1188328.098900 Southeast corner of 52, Block 13, said Cherry Creek Additions 51 146067,988353 1188489.625710 53 146477.374284 1188495.148540 ,Lot thence N27'20'31'W along the East line of said Lot 52, 74.09 ft. 54 146855.745759 1188778,040000 to the Northeast corner of said Lot 52, said point also being the Southeast corner of Lot 53, Block 13, said Cherry Creek Addition) thence N12'59'16'E along the East line of said Lot 53 and Lot 54, Block 13, said Cherry Creek Addition, 7158 ftd thence N01'18'46'E and continuing along said East line of said Lot 54, 58,51 ft. to the point of beginning, containing 670,102 sq, ft. or 15,3834 acres more or less, 9".1 ,7 T f' 04, CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER L JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WIA THIS PLAT, ROCK SUBDIVISION RULES AND REGULATIONS I maD tc* • HAVE BEEN COMPLIE➢ WIT �` ?-� 9! DATE OF EXECUTION Ih0;t !cY r122o3 DATE OF EXECUTION JOE D. WHITE D.R. PAGE REGISTERE➢ LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. q3-13030 �T` CERTIFICATE OF ENGINEERING ACCURACY f� ti1 r---r , CERTIFICATE OF FINAL APPROVAL !� ARE,%N'1S"AS !! * } R I, TIMOTHY E, DATERS, HEREBY CERTIFY 1 THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUB➢IVISION 131111, PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE l.S ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN t '4'N CI.`4 M 4 ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY �' w. • .,,., p} HAVE BEEN COMPLIED TH. ACCEPTED. THIS CERTIFICATE IS HEREBY j J,? ";4 -1 J 1 --!! EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. Y DATE OF EXECUTIO TIMOTHY E, ➢ATERS REGISTERED PROFESSIONAL 7 2 / s C• ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE OCK PLANNING COMMI ION CERTIFICATE OF RECORDING 45 '7'{:;98 THIS DO' _ ME T, N BER -,FILED FORt - RECORD 14. 19- , IN PLAT BOOK IC PAGE Sji 3 GENERAL NOTESi L IRON PINS WERE SET AT ALL LOT CORNERS (1/2' ROD) 2, ALL EASEMENTS SHOWN ---ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES, 3, LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4DISTANCES SHOWN ALONG CURVES ARE CHORDS. 5, RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6, ERROR OF CLOSURE, 1187,650 II.(1)'1•ti ? - sill �� lG► - ?�ti I►I,(1)('ti l 1 -. Ll I'. II\ (1 A PIARU (1) I' I I III I \ II) I" I'Z I (I) I' I I UI'. I'. I . 9 0I'. I I ti l'. ( I I (11 \ a AND I" 11'Z 13I' I I III'. \�`1 19 s I� til'.( I I(1)\ 9 I -I-\. I. -I �-1� I"l I. ��I�I ((1)l V� 9 �\i.h \ti 0 �12 i 13 T�iYI1�71771°T-.0A719zaf d9 �4 t9A9(9(0_ f 417135, Z C�'o O CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING =I`i od 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 DATE: 4 1 '73' e3s I l 6 III°"