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HomeMy WebLinkAboutS-0722-A Map 4a General Notes fd5C,77C715 Sf�wn- -- 9rc To ,ec U5CC7/ rdr Ord/Wage, Access, And:/Or U,{i/i dies ,Z) plr35 Arc sef Af A/,/ Lo/ corrJer5. 3.) Lois t��ifh Pour>ded corr�rs Ar�M�dsured ro A ,00//-) ` Of /n/'ePsecfion 01-ZO/ LirXs And Hof Poinf5 on A curve 4.? 0/51ar)cc�5 51?O /n CUr(r5 ar Cfb275 5.) Rddi/ 91 //7 fCrsec, `/ors 01� Sf=f R/9/`Jf5 Of way IPFC 25 G.) 'Error ov, C/05u/-e - /,' .' ; " r r CU/ -ve /7a fd A/2 4 o T L ?) .-& a,7 .V 00 //4 49 ' L705 77 3) 30 °33/32' /6 ° /04 -1d , Z03. 49 4) 2?'/3 34 ,/ 2o 56 Z7 ' 11113, 5) /ZS ov 02 // 20 ° r,3 69 ' /15 34 6.) 9 ° _-e '55 " 60 (11-2 55 /74 70 7) ,5°37 47 60 7e.. 05 ' /43 B3 B� 5'46 /93 B" /5 ' 7? 73 9J 4 ° 47 /d " 60 29 "94 59 d5 0 A'0'Z3'0 E 45.0, 9B2'Z5'Z/E 3459' 0 KANO ROAD iy, N t SB9 £54BE 140.0/ SB9°2540'c 1,4 3 q8, 145.01'p 05 ti /49 48 1� � TI "LG 119'P149 (4709' �9SI.m Igo 1j 40 '� II \ ga ti Caeemi. Q /33 G6 l9 T L ti 157 `0 gI � i M / 7. 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S65'3351V o923 N/6`ll `. 3D /Z1.34' � 'r 75•06' 04�\�� `$� Z w' 4?sue •� �f "y . �5' q ' 3 s3 tY�g0 \ y.' °,35"W o" N6Z'0'190W 60l3T- r (s-AU.s-c�> A> 4 L -7- 7,-91 k_3C-) D�LOGZ APPR-001- "fo C, Aw6er l S i se7K.1,67 SCs c" Pza R of Cc> t S -Z - 13 aL 4- &Nl--) Lc)i's l - 3 F3LK. 3 To 1. S 1. LITTLE -ROCK MUNICIPAL DATER WORKS' FLANS APPROVED EASEMENT APPROVED EASEMENT REQUIRED DATE r 'STATE OF NARO AS O' SrNAIURC c7; cLI}�O:1iF ....... v� �1 L' L Ain 5�,.` �b 011fnrit"I' CERTIFICATE OF SLAVEYI46 ACCURACY 1, JOE D WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED MITH. DATE OF EXECUTION JOE 0. NHI TE REGISTERED LAND SURVEYOR NO, 534, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 1, TIMOTHY E. DA TERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. -fUf - DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL Unto Rock 221 E canna w actowafer qg ,._ LIN56�29V"�i ansisT2202 501A l9 ND ADDITIOF'AL EASEMEMS REQUIRED -0 RUDITiONIAL =ASE@.EFTS ARE REQUIRED 1AS SHOWIN BY. lel�c— �ORDAkJ - DATE. 5'ew #� %-gJ9/ ARKl. A 9 C;A� / EASSMCMTAPPMOYlD /� rf , W NT(RECMMRED CAT` �2\ _ ey fif C �CCA S VC5 OX7- AFiL Nl Easew. aA Aa a-,m n I:A R-j Rulsxeil aT� 7-8-R1 CERTIFICATE OF OWNER WE, THE UNDERSIGNED. OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN. DO HEREBY CERTIFY THAT ME HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION D. R PAGE ADDRESS INSTRUMENT NO. CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED. THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. ENGINEER NO. 5033. ARKANSAS DATE OF EXECUTIDR CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,FILED FOR RECORD_ , 19 IN PLAT BOOK_. PAGE — . NAME LITTLE ROCK PLAW146 COMMISSION Loyal Descriptlon Part of the NI/2, SWI/4, NWl/4, anJ part of the E1/2, WI/2, NWI/4, NWfI/' all In Section 9, T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Beginning at the Northeast corner cf the E1/.., W1/2, NWI/4, NW1/4, said Section 9; thence SO'45120"W along the East line of said E1/2, W1/2, WWI/4, NWI/4, 45.0 ft. to a point; tnence N89'25121"W along a tine, 45 ft. South of and parallel With the North line of said EI/2, W1/2, NWI/4, NWI/4, 120.64 ft. to a point; thence Southwesterly aiony the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of S45.29115"1s, 35.44 ft. to a poll't; thence 50'2315011W, 244.89 ft. to a point; thence 589'25148"E, 144.03 ft. to a point on the East line of said El/2, W'112, NWI/4, NWI/4; thence SO'45120"W along said East line, 33.54 ft, to a point; thence SI'23115"W and continuing along said East line 326.87 ft. to a point; thence SO'17135"E and continuing along said East line, 164.81 ft. to a point; thence SO'28155"W and continuing along said East line, 164,69 ft, to a point; thence SO'5613811E and continuing along said East line, 329.56 ft. to the Southeast corner of said E1/2, W1/2, NWI/4, NWI/4, said corner lying on the North line of the Nl/2, SWI/4, NWI/4. said Section 9; thence S89006155"E along said North line, 310.95 ft. to a point; thence SO*5312511W, 120.05 ft, to a point; thence S89'06135"E, to .0 ft. to a point; thence NO*53125"E, 5.0 ft. to a point; thence S89'06135"E, 194.12 ft, to a point; thence Northeasterly alone the art of a' 32A. " •t. radius curve to the left, having a chord o;e•ing and dlstn:.. N85'07155"E, 68.14 ft. to a point on the East fine of the Nir'2, NWI/4, said Sect Ion 9; Thence SO.16135"i: along said East line, 60.2 a point; thence Southwesterly along the arc of a 388.10 `t. radi65 1. the right, having a chord bearing and distance Gt 585'13135"W, 69.21 a point;. thence N89006r350W 194;1? ft. to a paint;. thwncP ft; to a poi ni; rr once Nr9 �e J"W, ��•" ft, to a point, 'hanea °J 125.0 ft, to a point, thence N89'0613511W, 70.0 ft_ to a point S55004115"W, 65.47 ft. to a point; thence S32•41145"W, 140.0 ft to point; thence N57618115"W, 125.0 ft, tea point; thence N62'1911 rr ft. to a point; thence N57'26135"W, 183.64 ft. to a Poi 580.59156'IW, 7.04 ft. to a point; thence N16'29144"W 122.8 point; thence Southwesterly along the arc of a 311,48 ft. raofue r.c r" the right, having a chord bearing and distance of 577',21150W, 47.6 ft. to a point; thence N7'26144"W, 130.92 ft. to a point- thence N45'30144"W 53.86 ft. to the Southwest corner of the El/2, WI/2, NW1/4, Hill Salo Seetior 9, said corner also "Ing the Southeast corner of Lot 220, Pointe West 'n:. Addition to the City of Lithe Rock, Arkansas; thence NO.02106"E along thr West line of said EI/2, W1/2, NWI/4, NW1/4, 660.80 ft. to a point; thence NO'23150"E and continuing along said West line 354.28 ft. to a point; thence S89425148"E, 140.01 ft. to a point; thence NO'23150"E, 245 .06ft, to a point; thence Northwesterly alons7 the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of N44.30146"W, 35.3 ft. to a point; thence N89'25121"W along a line, 45 ft. South of and parallel with North line of Said EI/2, WI/2, NWI/4, NWI/4, 115.08 ft. to a point on the West line of said E1/2, WI/2, NMI/4, NW1/4; tnence NO'23150"E along sal, West line, 45.0 ft, to a point on the North fine of said E1/2, W1/2, NW1/4. NWI/4; thence S89'25121"E along said North line, 345.95 ft. to the poi-t beginning, containing 13,b880 Acres more or less. /CYO 0 /X ?Q7 9c Graphic Scd/c /'7 reef PLAT OF Z " ZZ I FJLC�C IC- I , . L-�>T­5 I - Iro , 5Lt7�_- Z E3LczIC 3.1 Lc-)T� E- � �Ls C 41 FlN�' Rof L�W/lY.C'iEDIGA,TI(- CHEIZIZY ClzEEK fiN aEx�IYIoN To THE cIT`1'� LITTLE �'KI P,f2Ks1.N �.5. Ir�zY THE w'/2, v.�2C". IT- I- N 1 Dui, s- © WHITE-OATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 Virtnry Street L ittIn Rnrk, Arkansas 72201