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HomeMy WebLinkAboutS-0285-K Map 117'RACF 's' t3 M P��qq/s Marker N' 534 0/o Ei= 7G7 90 074, 389. 9/i (1,173, 756. 24J �T.�a .377E(o B.M Pag1s Marker N" 534-Gt79 = 2`75.00 f173, 643.7/ ) 0,17Z, 'I Zf1 ,?6'9 yyE V 0. for rRAC7 F' 9ANCt I 7'd9/s /v/vn��r/vo 534-0/B �� � o ('f) Z I'/75, O14. O/) e 1� /74, TM( 73) (1 � T l (�) 9 <EJ e EL 2G5.0) ^ N8!°I2OBE /25. is QZ/V,57'52�'07-E 170.73 G1, 1155o.87rz/.0 73' (K) i� fM/n FirJ F/= (` ���� E �, l50 //'/ /8 \' _ 5 B t 9�°0 I q0 0 ([) 32e /o A, . \ �_y .1u. N s / = L= 39:774 p;11 23:/4"'� /45, 0,5 h/ O OY/ I1• /-- �i• •+A ---I ems. G /vrGr .i/ \ / j D /20 g5 �6 25 B/dq Lrrie j qM1 i h i174.647. 0560J C) / / 3 ,/ oat5asemen; I y q (l, 3, 474. 704) - / iMm.Fin FIE/ 'L65.0) a 17pr B3• 'Qj / . c,Gna0) Oo� / cc"F,, y o n f/n -r s�_ ti11n F f n , / e-L = 2GG ON s II 0 41/9 MmfinP/E%:2�5� (174,774, 0&") —� Q Uny Iiy Z5' mac' tD2'j4 I C1,173, 509. 9W j Z 8 130 l00 6l��r1�1 N /33 •�soi' fir. �I ti N al'3T I m (AIrnF/n.FLEl Z65.0)��• Lip y ?� y C . 11�y R /�,- 34.4 \� //5e / h/K f�G �/' r�•sc 6�G{11V \ �\ `i 3Q �y \\ \�rh o .�ti / C> Q� / ° nlla lM1M1"�29 9i•ac' 40 s a, _ s <� • Q �V / 6�j.y �`11�3 .i-'� \>, by°13' �\ \\\ 130 75' -07 /8 qy �a \\ 0. AF5 0' y22�, \\ of" /?B �� 01.09 / ?- \ \ '°y2. \ 2G1 4 1' 0 \_ \\ v A91n f/n. f E � = 5 �� fl �\ � a �� '9 ��' e3'�'BO /?9 / � � h� '°B• � �N) q0 ti & 4 en 4.10 z Min. Fin FL II �L°,�3 y O U' U1 S97 96.P i S Ilf I h y ti (W)76 / a - N4/° 32'IIX`W 95 90 - 6' 4 �w f3.1v= R.R Spike In !8°%�K �' •';'GF- =o:' 1,: 27/ 5O• zc aB ��,% h � =� (V) Rd olvd. El = Z6. 79 36�. 4} GENERAL /VOTES. GEND 4s?ate /� /ron Pins 4,&15C1 Fqt A// Lot Corl-7er6. 2) 9//Easerr?enfs 5howr7—==--191-C ro 0 C U,5-I itII- Orvinage 4rx�/0�ut,//i>`ies CV Zs°21'ct�"E� = Stafe P/ane Bearing 3) cots ltiifh RnundecJ corners 9r� MCo7surcd 70 ,9RO// ofJntif'rsCCt/Or7 of fr74,533. 9375) Lof DnC5 ,9rxf/V01 Points on P Curve. f1,173, 39r,. 129) = Stafe P;ar�e Ca�rclii�afe 4) D/sfances shown 9/o.�xJ Curves 191r- C%rds. //o% i✓i/n.Fin.FL El. = Zc90, orFls /Pequircd �y C/fy Ord. 5) Phi i 9f /n/ersec/inn o{ 51rC-C_> " h/s of i vd F/re E5 verb wrfh d fesf In format%on. •9 `-/ FJ/! ��ns; ruc.�ion 5hd // Comp/y lvith T�c F/ocd NaRc?rd 6.) Error' � C/osure o. 62 j2o, ct� P,'•�I�en t/on Orz�/ner)ce. m� �o N� � lN) �� Id A � 10 2W. c /� Taxer 8 CorP5Er1y/n /✓/sad/ask/ 12 8 �I� °J In s8 • �'C / _ fMln Fir/ 1) I I I I I I STATE PLANE COORDINATES MINT N NORTH EAST 174,533.93 1,173,396.13 174,774.09 1,173,509.92 174,847.06 1,173,474.70 174,892.61 1,173,470.51 174,985.79 1,173,733.81 175,010.91 1,173,777.05 175,009.18 1,173,778.05 175,206.54 1,174,023.68 175,000.79 1,174,076.21 175,016.37 1,174,200.38 175,017.84 1,174,373.11 175,018.56 1,174,392.29 i 174,686.36 1,174,414.66 I 174,611.09 1,174,300.85 174,455.66 1,174,271.36 174,457.73 1,174,259.80 174,325.38 1,174,237.59 l 174,334.05 1,174,202.55 i 174,352.18 1,173,931.86 r 174,396.30 1,173,790.48 1 174,433.64 1,173,753.93 174,281.22 1,173,602.71 d 174,354.81 1;173,541.21 K 174,477.03 1,173,4(5.25 Y 174,484.45 1,173,430.06 CERTIFICATE OF SURVEY146 ACCURACY CERTIFICATE OF OWNER I, JOE D WHITE, HEREBY CERTIFY THAT THIS ME, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE. SHOWN AND DESCRIBED HEREIN. 00 SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFI' THAT ME 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 of T IS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 9/ DATE OF EXECUTION f0k RAPCA PX"ANAI DATE OF EXECUTION JOE D. MATE O-P PAGE REGISTERED LAND SMVEYOR ADDRESS NO. 534, ANN(ANSAs 89 - r Z16G MSTRU(Mi MO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL 1, TIMOTHY E. DATEFlS. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUI TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS. AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT 15 HEREBY HAVE BEEN COMPLIED NITA ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND AE6ULATIONS. DATE OF EXECUTION TIMOTHY L OATEAS IE6ISTEREO PAOFESSIOMAL EN6IMEER NO. SOM, AWA443 DATE OF EXECIIT16i LITTLE III PLANNING Cow I SS I ON CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FW RECORD_ , 19 IN PLAT BOOK__ . PAGE _ MANE STATE OF 0. • ;'': ESCRIPFION 11�St s Of No 5033 �(Z- r Part of the NW1/4 Section 13 and Part of the SE1/4 Section 14, T-2-I4, R-14-W, Pulaski County, Arkansas, more particularly described as: Beginning at an iron pin located at the Southeast corner of Tract 'S', The Ranch, Little Rock, Arkansas; said corner lying on the Northerly right-of-way line of Ranch Blvd.; thence Northerly along the Easterly line of said Tract 'S', the following bearings and distances: N23-42'24"E, 265.75 ft.; N27024'27"W, 81.02 ft. and N06°58'13", 45.15 ft. to an iron pin; thence N68045'00"E, 279.5 ft. to an iron pin; thence N58'12'00"E, 50.0 ft• to a point; thence S31'47'39"E, 2.00 ft. to an iron pin; thence N49°34'21"E, 315.10 ft. to an iron pin; thence S15058'00"E, 212.35 ft. to an iron pin; thence Easterly along the arc of a 550.87 ft. radius curve to the right, having a chord bearing and distance of N81'12'08"E, 125.15 ft. to a point; thence N87'52'01"E, 172.73 ft. to a point; thence Easterly along the arc of a 328.10 ft. radius curve to the left, having a chord bearing and distance of N86011'50"E, 19.20 ft. to a point; thence S05-29'49"E, 332.95 ft. to an iron pin; thence S54'52'30"W, 136.45 ft. to an iron pin; thence S09005'47"W, 158.20 ft. to a point; thence Northwesterly along the arc of a 547.96 ft. radius curve to the left, having a chord bearing and distance of N81-30'49"W, 11.75 ft. to an iron pin; thence S07052'36"W, 134.20 ft. to an iron pin; thence N77'45'24"W, 36.10 ft. to an iron pin; thence N87°48'48"W, 271.30 ft. to an iron pin; thence N74-18'41"W, 148.10 ft. to an iron pin; thence N46002'15"W, 52.25 ft. to an iron pin; thence S43'07'45"W, 214.70 ft. to a point; thence Northwesterly along the arc of a 343.31 ft. radius curve to the right, having a chord bearing and distance of N41032'06"W, 95.90 ft. to a point; thence N33'30'20"W, 143.90 ft. to a point; thence Northwesterly along the arc of a 25 ft. radius curve to the left, having a chord bearing and distance of N79039'36"W, 36.06 ft. to a point on the Southerly right-of-way line of Ranch Blvd.; thence N36'05'04"W, 60.0 ft. to the point of beginning, containing 13.4999 Acres more or less. PLALori 1,Z,5,1�-1 �� lol lob-i L��% III-134 aND Low 151 - I �1. T H E•NC H LITTLE (zcz--K, AfzKAd-AI s LacA,TE1) IN PART THEI�lIN%q-I131 +PA.fzTorTHE %q DEL 14 I T- 2 - N , FZ- 14 - IN PU LAII I Ct ut�tT �I Atz t� °Nam° S i SGALE III= ".,e m 1" Y DArE `l IG `lI © WHITE-DATERS & ASSOCIATES, INC. aCIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201