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HomeMy WebLinkAboutS-0285-K Map 127WC7_ 's ' B M 0,?g15 Marker No 534 0/O E/> 04;7 RO rho, 38`L 9/) 173, 25G. 24) wq 46 - %' B.M PagiS Marker /V" 534 007 El = 075.00 1 �`nelp.o�7 E r173, 843.71) 170, 905 ZZ) y"Wl a.lb 1 Vp. � m� �O 0 �1 / I /liofe /Gr-' y7- F/: 1'Xi E7 lw 2�d. G /5 Tak �n ,�r 15 10 8 6 11 C'Gr� o><E�:q/n��r� �✓rsed /��iaJ,�r 3 �I � 49 F i146 7 )-15 �r• / oo (�) a / � Min F/n F/E/= 2650) /� / 8 / (Mm rir7 F/ EL = 265.0) 4 4 Z79 5 0' // / C 5 is 57, 0. 1�0. r/74,,547.Os60) — c) o 95 (l,173, 474.704) <Mm.FinFLEL= ZG5.p� 4Q ' .0 / DEL° 43 <i 173, so9 9;,9, 2 8 0 oo (e) � (M/n Fin. FL EL = 'IG5.0) a 13 '� /pg . 134 / x h f;C 10? 61 (n /rM/n.Fin.FLE%= 265.O.i �8y la4 n,5ag� 91 Zc 40 15 33 031 � '�, , i13 pa9,. to y6n a,) Mtn. fro rt/E! 'LOB ( \_ �' / �, %• � , '' 15 1, 50 \ s ol /?7 153 C72Z� 10.2 /25 \ p . 98 •BL ' y /'d9/5 Mdn�cr� 0 534 0/B 10 E(.' 2G209 q /('/75, Ora. 0I) 1 Z'OV 73) 'OB "E 550. 57%2 l✓ NB%`s'1'a7 E /70, 73 (K) _ <[J 3Z8 /o e L = 392. 24 ' d' 23'14 "35" T• 73, C5 , 1-,75 Bldg Line is q Q � I h M/n 1-1/7 b'ID rs Z - I ! I 4 I 'f5 fir' 194' q5 nti j zL 5z O a ° Y1 �, 75 IV /53 T (u) /i13G n'VV 54 \ _� ��, <A a� Q 1(0 p" (Y) �' '� ��ye e\ IM1 \ .�� a9 a �j' T s �1.2� ti v 2a I' I xl /0/ 7p P1/7 Fin F/ E/ = z6e .s p 12 0. z 4.m 6S � \_ a lye >� U\ u /Q3 T-/742j 93 Se' of �� 1 / (0) R 25 j7 (TJ �� 1(a41//IQ ^,G ��?o ���/ / �\ ON4 zN �- 95 90' 43 5J 87°48'4�q'Gy 93 949/, splkc;nl8°Oak :'.,:�r.9bvG or/,> 2T/ 76aa RdnCh 51vd. El = 201 7g N GENERAL NOTES. & /) Iron Pins en/-L- Se/ 191,911 Lof C0177C'r5 �> A//Edscrnen/s Shown=====,9rc To Br_'uscd �X Ordir7�cr/�-xi/orufi/ifie.s CN z5`2/'c19"Ei = Stvte,�/anc Scaring 3) [o/c wi/h R )U1-)dc-d 70 /9R0117f of/n}�rsecfion of (I74 533.93Z5J Lof L/nes Arx7 rVof fbin7`s 0�7 A Cur✓e r1,173, 596. l29) ' Sfa>te P/arse Ca�i c/i�ia/c 4) D/Sfdr7cC5 Show/ /9/0.� CvrvcS A� Cis- Note- Min : rn.FLEl = ZG50. or Fs Reqquired 5� Crfy Ord.. 5) /2�ii F>'f /n/er3ecfion Ot'Street Righ7s or'wac� Arc 25 VCrl{-/ IVI/,h te5f In{Orr77dt7on, 6.) Error of Closure 0 62%zo A// Shall Ctmp/y Wifh The F/OcrJ Na�dr�i 7) (M) = 5/d7`C- P/onC' Coo. dlndi c POrn� - P �vcn, r�,� orninence. K STATE P1_ANE COORDINATES POINT d NORTH EAST A 174,533.93 1,173,396.13 B 174,774.09 1,173,509.92 C 174847.% 1,173,474.70 D 174:892.61 1,173,470.51 E 174,985.79 1,173,733.81 F 175,010.91 1,173,777.05 G 175,009.18 1,173,778.05 H 175,206.54 1,174,023.68 1 175,000.79 1,174,076.21 175.016.37 1,174,200.38 K 175,017.84 1,174 37 3.11 L 175,018.56 1,174,392.29 M 174,686.36 1,174,414.6' N 174,611.09 1,174,300.85 0 174,455.66 1#174,271.36 P 174,457.73 1,174,2" .80 Q 174,325.38 1,174,2 1.59 R 174,334.05 1,174,202.55 S 174,352.18 1,173,931.86 T 174,396.30 1,173,790.48 U 174,433.64 1,173,753.93 V 174.281.22 1,173,602.71 W 174,354.81 1,173,541.21 X 174,477.03 1,173,465.25 y 174,484.45 1,173,430.06 I �� \/IGI N IT� HA, FP N.j.s. CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I. 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 CERTIFI' THAT ME HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND :;UBDIVIOED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACC(IRDANCE M/.T T IS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS % HAVE BEEN COMPLIED WITH i s z DATE OF EXECUTION AA A✓ • sNLlij T.><• DATE (IF EXECUTION JOE 0. WHITE 0.0. PAGE REGISTERFD LAD sLAVEYo0. AOONESS NO. 534, AWANSAs IMST89 - 6Z1GG RJENT W. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUAN' 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 HAVE BEEN COMPLIEDD WITH ROCK SUBDIVISION TN . AND REGULATIONS COHPL£TEO, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY \J_ EXECUTED UNDER THE AUTHORITY OF SAID ti.R� RULES AND RE6ULATIONS. DATE OF EXECUTION TIMOTHY L DATERS REGISTERED PROFESSIONAL ENGINEER M0. 5033, Ali(AM.'yls DATE OF EXECIT100 LITTLE ROC( PLNWING COM I sS I ON CERTIFICATE OF RECOADING THIS DOCUMENT, NUMBER FILED F44 RECORD_ , 19 IN PLAT BOOK__. PAGE MANE STATE OF °° .0000, N0.53A REG wN�SJ� ` R I ��L LANDo" No 5033���`�+ E e Part of the NW1/4 Section 13 and Part of the SE1/4 Section 14, T-2-14, 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 Lite Easterly line or said Tract 'S', Lite following bearings and distances: N23"42'24"E, 265.75 ft.; N27024'27"W, 81.02 ft. and N06058'13", 45.15 ft. to an iron pin; thence N68045'00"E, 279.5 ft. to an iron pin; thence N58012'00"E, 50.0 ft, to a point; thence S31°47'39"E, 2.00 ft, to an iron pin; thence N49034'21"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 N81012'08"E, 125.15 ft. to a point' thence N87052'07"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 1486011'50"E, 19-CO 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 509'05'47"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 S07°52'36"W, 134.20 ft. to an iron pin; thence N77'45'24"W, 36.10 ft. to an iron pin; thence N87048'48"W, 271.30 ft. to an iron pin; thence N74-18'41"W, 148.10 ft. to an iron pin; thence N46'02'15"W, 52.25 ft. to an iron pin; thence S43007'45"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 1,3.4999 Acres more or less. f L,,r THE KAd.HC H LITTLE fzcr_K, AfzKPN2rsS Lr)cA,TEd ir-1 Pa RT rf THEE NW%q 1 �. 131 + PA2T-cT Tr{LE� s�%4 14 1 T- L - N , fz- 14 - In PU LASKJ I 5!7 GRA�r-jIG xA E IN �Ee-r L7ATE V V%ul .. © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING 6 DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201 1