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HomeMy WebLinkAboutS-0722-P Map 2PL -i F„f; 1 7r- - - - 1 �1 �T 7v n 1' l-.i-nhY rF LCK I r'�,," 1 J \Z / wF, / r / 3J \ o- \ Nr \ (�6) 42'c CDN29'10'43'W 4'qg' LC7330' N7� o P.O.H. 56 . �J I L ci 4 91 p (39) z 9956 \ � \ s 57 '13' 181'5 9L0. -q., S V CFO ` `w\ 58 % �a- r3) LHi RRY CREEK RfIPK r P,`.(,E- 83 49 m 2 47 N18'26"06'E - 46,07 4� /1 G'9 3c'�6— �,as bo «x C� a .'4l i J '1 4 51 H -iI Co _ °4', s Y .1 S!3 .� ivo' Ci �i4"w Ib1.69 (59 STATE PLAY CHPR 4 146464.'42483 11888338_bh ). 5 146710,25053' 1188692 14429' 6 146836, 966206 11886616108;, 7 14667 L 345196 1188664 1548' 8 146781.822300 1188783,'738SI 9 146796112390 1188831'09886 10 146791284713 1188930.950960 11 146837,548441 1189090.01349.' 12 146742.190345 118898793'I6i- 13 146719.456451 1189056.3331", 14 L46886.690084 1189099322'9'1 15 146979894385 1189128.203 9', 16 146970505371 118916- 2068 , 18 147207.981369 1189245,06638' 19 147249.882070 11891740794Pi' 20 14719 7 404072 1188948 796 19C 21 147141.021356 1188781 5671Hr 22 147119 770029 1188710,88966, 23 147150264499 1188714. -3080( 25 147148.952139 1188600.8 -,(i 26 147126.470195 1188592356'T[ 28 14707L 748025 118856-139d630 31 147151299336 1188395.058650 32 146932.430962 1188311,6:'S'C 33 146943.716172 118823- 7` - +6): 35 146850.616302 1188156 'b156, 36 146713&621916 1188192 49590:; 37 146771,928639 1188144.-03'40 39 146648,547061 118806 ' P6 40 146707 041661 1188068 60 'S0C 41 146578.798298 11880511'992C 43 146512,981936 1188085,21 1460 44 L46377.353791 118814A 2'5F?IU 45 146244.269967 1186099 5'"--0.0 46 146206,205733 1188081'?5130 47 146168.256829 1188195.(1 48 146124. 551639 1188180 48'15r 50 146075,139630 1188328.09890C 51 146067.988353 118848962E-:0 53 146477.374284 1188495.14854'. 54 146855.745759 1188--8A4000C 5•l ilei q.W - ,u 1 V _DS10'43 %'W -1 L� 5D.02 R711. 48' CPS'9'il .21L No>ember ?8, 1995 tega. Jescr,ptcn res..leg. Part of the SEI/4, NFL/4 and the NE1/4, SE1/4, Section 8 and part of the SW1/4, NWI/4 and the NWl/4, SW1/4, Section 9, T-I-N, R-13-W, Pulaski County, Arkansas, more particular(y described as, Beginning at the Southerly most corner of Lot 55, Block 13, Cherry Creek an Ada-tion to the City of Llttte Rock, Arkansas as recorded in Plat Bonk E, Page 83; thence N49'32'45'E along the Southeasterly tine of said Lot 55, 10000 ftto the Easterly most corner thereof, said point also tying on the West right-oF-way line cf Stone, Creek Dr've; thence N72'54'38'E, 50.00 ft. to a point on the Fast right-oF-way line of said Stoney Creek Drivel thence iorthwesterly along the arc of a 175.78 ft, radius curve to the '.eft and the said East right-of-way line, a chord bearing and dstance of N29010'43'W, 73.30 ft to the Southerly most corner of of 15, Block 11, said Cherry Creek Additions thence N4;'(Jl ?2'E along the Southeasterly One of said Lot 15, 123.40 Ft to the Easterly most corner thereof and the Southwest most nrner of Lot 14, Block 11, said Cherry Creek Additions thence 6I"6'4ST along the South line of said Lot 14, Block 11, 74.72 to the Southeast corner thereof; thence N20'57'23'E along the line of said Lot 14, and Lots 13 and 12, Block 11, said Cherry -oak Addition, 23330 Ftto the Southwest corner of Lot 11, Block said Cherry Creek Addition thence S65'29'46'E along the tn line of said Lot 11 and the said South tine extended 189.39 tto a point on the East right-of-way One of Brookford Drive; trence N24'31'17'E along the said East right-of-way tine, 60.15 + t, thence Northeasterly along the arc of a 180.78 Ft. radius .e to the left and the said East right-of-way line a chord K.,-::­ing and distance of N20'44'41'E, 2404 Ftto the Southwest .­er of Lot 22, Block 4, said Cherry Creek Addition; thence S `)"08'16'E along the South line of said Lot 22, 11384 ftto tre Southeast corner thereof; thence N07'09'14'E along the East I,ne of said Lot 22, 30,77 ft. to the Southwest corner of Lot 21, Bloat 4, said Cherry Creek Additions thence S82046'04'E along the South Line of said Lot 21, 73.42 Ft. to the Southeast corner t'nereof, said point also being the Southwest corner of Lot 20, Block 4, said Cherry Creek Addition; thence N70'43'26'E along the South line of said Lot 20 and Lot 19, Block 4 said Cherry Creek =dd,,.on, 170.79 Ft, to the Southwest corner of Lot 104, Block 4, sa'd Cherry Creek Addition thence N76'53'16'E along the South '. ne of said Lot 104 and Lot 103, Block 4, said Cherry Creek Addition, 231,32 ft, to the Southwest corner of Lot 102, Block 4, said Cherry Creek Addition; thence S59'26'54'E along the South fine of said Lot 102 and Lot 101, Block 4, said Cherry Creek Addition, 8243 Ft. to a point on the South One of said Lot 1011 thence S18'09'09'W, 24991 Ft.s thence N76'27'54'W, 40.12 ft., thence S17.13'00'W, 97.58 Ft.; thence S10'43'36'W, 50.02 ftd thence S15055'06'W, 122.80 ftd thence N71'36'50'W, 7208.ft.l thence N45'58'01'W, 79.26 ft.; thence S89'19'36'W, 99,25 fti thence S73'23'37'W, 5002 fts thence Northerly along the arc of a 175.78 ft, radius curve to the right, a chord bearing and distance of N04'26'07'W, 74.15 Fts thence N82'12'03'W, 11495 ft; thence SO4013'30'W, 34.47 Fts thence S13'48'14'E, 130.48 F't; thence S29053'34'E, 283.18 Ft; thence N87.51'52'W, 338.96 fts thence S00'46'22'W, 409.42 ft.; thence N87'27'54'W, 161,69 ft,; thence N71'29'32'W, 155.66 Fts thence N18'26'06'E, 46.07 ft.) thence N71'29'13'W, 119.52 Ft. to a point on the East tine of Lot 48, Block 13, said Cherry Creek Addition thence N25'07'07'E along the said East Line of Lot 48, 4204 ft. to the Northeast corner thereof, said point also being the Southeast corner of Lot 49, Block 13, said Cherry Creek Addition; thence N18°34'05'E along the East Line of said Lot 49 and Lot 50, Block 13 said Cherry Creek Addition 140.39 fts thence N23031'57'W and continuing along said East tine of said Lot 50 and Lot 51, Block 13, said Cherry Creek Addition, 147,93 ft. to the Northeast corner of said Lot 51, said point also being the Southeast corner of Lot 52, Block 13, said Cherry Creek Addition thence N27'20'31'W along the East line of said Lot 52, 74.09 ft. 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, 71,58 ftd thence N01'18'46'E and continuing along said East line of said Lot 54, 5851 ft to the point of beginning, containing 67Q102 sq. ftor 15,3834 acres more or less. i.L RTIFICATE FIF SURVEYING ACCURACY CERTIFICATE ❑F ❑WNER I. JUE D WHITE, HEREBY CERTIFr THAT THIS WE, THE UNDERSIGNED, HWNERS ❑F THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, D❑ SUR✓EY MADE OR ':ERIFIEU BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID FIEF, MLINUHENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON A[tL THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL URvEY'INC RFQU'S OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. RICK SUBDIVISION RULES AND REOULATIHNS B 41 EF �rngP;. ILD " —�- DATE OF EY.ECUTmN fo-,[ uF EXuFI,TrLIN n1t D wHtTE DR __ _ PAGE RECISTERED L,iND SURVEYOR ADDRESS NCi534, ARKANSAS _Y3-23o3o INSTRUMENT NCI. - CERTIFIC..TF [1F FNCrINEERiNG ACCURACY 95z- 2 7(o4'/ CERTIFICATE LIT- FINAL APPRFVAL L TIMIIT,1Y E DATERS, HEREBY CERTIFY 1H10 THIS PI_;:T CI_1RRFCTLY RFPRESENTS A PURSUANT TO THE LITTLE RUCK SUBDIVISION PLAN MADE By' MF, AND THAT THE RULES AND REGULATIONS, AND ALL OF TIIE ENG',NEERING REQUIREMENTS FIF F THE LITTLE CONDITIHNS OF APPROVAL HAVING BEEN RICK SUB➢IVISItIN ROLES AND REGULATIONS .COMPLETED, THIS DOCUMENT IS HEREBY -iA'7E BEEN CUMR_;ED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY �^ EXECUTED UNDER THE AUTHORITY OF SAID �. •qp �,„%,�- _- - RULES AND RECULATIONS, DATE OF EXECUTION TIMIITHY E DATERS REGISTERED PROFESSIONAL.- ENCINEER NO, 5033, ARKANSAS DATE OF EXECUTION LITTLE UCK PLANNINU COMMIS, ION CI RTIFICATE FIF RECFIRDING (44 mz THIS DOCUMEN7, NUMBER ------FILED FOR RECORD, — -1 , 15 IN PLAT BOOK Pli' - GENERAL NE1ES l IRON PINS WERE SET AT ALL LET CORNERS (112' ROD) 2 r1Li EASEMENTS SHOWN ---ARE TL1 BE USED FOR DRAINAGE AND/LIR UTILITIES, 3 LU1 S WITH R!IUNDED LURdLRS ARE MEASURED TO A POINT OF INTERSECTION CIF LOT LINES AND NHI POINTS ON A CURVE 4. DISTANCES S,IH'WN ALONG CURVES ARE CHARDS 5. RADII AT INTERSECTIONS OF STREET RIFHTS CIF WAY ARE 25' 6. ERROR [IF CLOSURE' 1187,65D >-L'(0)ITU 217/ - M �BDD K 11 O)"1l 5 Fy - J1W IL(L1/ 11 O §(6 - 6,� T27 00 L7I& 1 /41i9A\I LCa n//4 AMD RDA�R"T GJF `�VR` 7}l�i 3 HIT �vR/699 3IZ n/6 31EC 1TIC V Z kdV1llJ k T(91.0 lll[7 E y��Sy W�,OU44�99�iy�W 11�M kH) k TkIR7��c��7 �{II�II3 AV VV L/`'�19 O VV U6 37,C7HOH 9 71 "L - 9 TuIL4kom aDIUA\1 ll L19 kRKkH5kG © V V J1 L(1L Ll LCe 11/lA 11 / L'e11Ud7/ C( d0-la ooj t ^ L Tag g lid V SS✓o [i CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 FINAL PLAT As Signed' 6Y7 DA7E: J J 74 t