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HomeMy WebLinkAboutS-0806 Map,��S Tel � c,,, ., E--1�8.�z - r,_ 0 a� 0 v N M ST. 0 fJ�GoKNLR %IWIl4 5�1/+ Jl I <SL-c,TlON 2S,TIN,IzI^ ►) N 88 46 E 17 8,) - — — ----�- S" 46, 5V ;o 589`48 11 E, "6i� � h►— t=XtS7InjG ` ; l-fAlC!nLQ5 ADDti, -�5 L,ne I I ,��U 1 r�1 Op N 81 O 5( 17,' W L34.1(�' L O-T 3(n , G K A C E L A N I'D L ore.t'to• Lots SHepherA) NOTE : L.oTS C Ar-e Zoomc> L,o+ A is ZoWeu •c -_> Aar' 1 nr,D APPI (cATIo.J Fo,L k'_e zo V-%I N Cr TO • C, -4,, t-1 c. 5 r= t-1 r l p PREPARED FOR 5P0K7-.5MAN 5 Hsi VI-r--N , //VC L!; M 0 5 4 ' '50IIw A G 2 e `> - 3oeL 4, Pale Go Port of NAROLDS ADDITION to the City of Little Rock, Arkansas and part of the NW 1/4 SE 1/4 of Section 25, T-1-N, R-13-W, Little Rock, Pulaski County, Arkansas, more particularly described as: Commencing at the NE corner of said NW 1/4 SE 1/4; Thence S 0 degrees 32 minutes 40 seconds E along the East line of said NW 1/4 SE 1/6 18.09 feet to the point of beginning (said point being on the South right of way line of West 65th Street -Blount Road); thence S 89 degrees 51 minutes 50 seconds E along the North right of way line of said 65th Street 46.34 feet to the point of curvature of a curve to the right (said curve having a radius of 95.0 feet); thence in a Southeasterly direction along the arc of said curve to the right and the North right of way line of said 65- St. to its intersection with the West right of way line of University Avenue (said curve segment have a chord bearing and distance of S 36 degrees 10 minutes 30 seconds E 50.61 feet) thence S 12 degrees 19 minutes 03 seconds W along the West right of way line of University Avenue 217.0E feet; thence N 89 degrees 51 minutes 30 seconds W 372.96 feet; thence N 89 degrees 56 minutes 17 seconds W 234.16 feet to a point on the Easterly right of way line of Mablevale Pike: thence In a Northeasterly direction along the Easterly right of way line of Mablevale Pike the following courses: N 34 degrees 27 minutes 42 seconds E 121.09 feet; East 8.34 feet; N al degrees 15 minutes 56 seconds S 77.4 Sect; N 43 degrees 50 minutes 00 seconds E 80.0 feet to the point of curvature of a curve to the right (said curve having a radius of 50.0 feet) thence in a northeasterly direction along the arc of said curve to the right to its intersection with a point on the South right of way line of 65th Street (Blount Road): said curve segment having a chord bearing and distance of N 66 degrees 47 minutes 34 seconds S 38.88 feet; thence in a Northeasterly direction along the arc of a 3648.76 feet radius curve to the left and the South right of way line of 65th Street to the point of tangency thereof (said curve having a chord bearing and distance of N 88 degrees 23 minutes 52 seconds E 158.82 feet; thence continue along the South right of way line of 65th Street 3.33 feet to the point of tangency of a curve to the right(said curve having a radius of 3428.18 feet): thence in a northeasterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of N 8C degrees 46 minutes 00 seconds E 178.12 feet; thence continue along the South right of way line of 65th Street S 89 degrees 48 minutes 11 seconds E 5.62 feet to the point of beginning, containing 2.908 acres, more or loam. r r i i�AaK NSAI YBEISTItaIS 1PN0F19A810XAV -n ENGINEER O e or e �p No. 1917 !4' TC.MN, ,�•�`'t`GLS"��� I04 p°'•,tea � i TH/5 FrOPE-r'Y /S No l IN A A Y' /co YL-A2 FLOOTD ZO A/E PROJ O 2S 50 v!i ,Jt 1 y r1Ap CERTIFICATION OF PRELIMINARY SURVEYING ACCURACY: hereby certify that this plat correctly represents a boundary survey made by me and all monuments shown hereon actually exist and their location, size, type and material are correctly shown. c'ec 19,1197 CYYI DATE OF EXECUTION Registered Land Surveyor, No. 96, Arkansas. CERTIFICATION OF PRELIMINARY ENGINEERING ACCURACY: I, F (,.►M�tr�e r, hereby certify thatthis plat correctly represents a plat made by me, and that engineering requirements of the Little Rock_ Subdivision Rules and Regulations £ia•.a betacompliedwith. - - DATE OF EXEUCTION Registered Professional Enginuer, No. 1917, Arkansas. CERTIFICATE OF PRELIMINARY PLAT APPROVAL: All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a Preliminary Plat having been fulfilled, approval of this plat is hereby granted, subject to further provisions of said Rules and Regulations. This Certificate shall expire Date DATE OF EXECUTION Little Rock Planning Commission CLW z)' FkEL/MlWA)`Z�Y FLAT L LOTS A, C, HAX�OL.D5 ADDITION Li7TLE /< Alk-KI/tlS,44S P,r=1NG PART oFNPv'/v 5c_'/4 Ss-77/0111 Z5,T/N „e /3 kV AND SE/NG A REP -AT of PA,,. 7" of HA2o4.DC ADC/7-Ion! oryrVEI<- PEVC—LOP-9 F 5-PO,LTSMANS HAVEW , IA/C,, GS00 `o, O/V/V'EZS/Ty Ll? LZ- ZoGK / A1Z 7�� Oi flEC 21 198712 / JOB NO p 87 -17 2U DRAWN BY APPROVED BY. SCALE I N - 4o I DATE SHEET OF MARLAR ENGINEERING CO., INC. 5318 John F. Kennedy Boulevard E C North Little Rock Arkansas 72116 INCORPORATED Phone: (501)7511-1987 �kEL1/vi/N/a2Y PEA T Lois A, E d C, HARoz ©s Ar.; TicN L /TTL E I:DGK , A2KA1V 5A S