Loading...
HomeMy WebLinkAboutS-0285-K Map 20 M P,'c7 qR15 Ma/- B.M ,439/5 Mdrkcr Nf 534 0129 El = Z75.00 (173, B43 7l ) (1, 17Z 905 7'L) I , f or /, rizacr /� (174, 647. 0560) (1,173, 474. 704 ) (/ 74 774. O&Y& ) m� 10 N� QI lNJ Iti /4 / I / I 315 10 1�8.6 II i 1 / 1 I / I - I W o IN / ,� �c Lr5 /'dgis Md/-,�cr'/ve �0 ✓ //% T(/n Win F/EL ./ E/'7GZOy 534-0/B 075,014.0 h n 174, Ra / z 9D, N8/1Z�"5. L�"`1 i (MmFinF/EL-2656 V,.0E°4 ( 55o.87R /VB7�S2'O7 �pCLrO �J /7Z 7 ' 30'�.� INV 73.6.5' /45. I6 ' to i Pffi �;\ 3 __ 13_�- ka f'Z0 9 tihL yeldg[Ine 9ry I r`'--•� a (MIn.F/nFLEL= Zr. 50} i e a Oij 6�1 4 M//7 f ON n F/ e/ = z66 ,5 ti Une� Min P/n P,/E!=2G6.5 I16e ID /75 •z I IQ' (i ; 75, 5M 91e) 2 8 �p 0 100 `� \ d9 cat /.�,3 �s' Ie�' / (Mtn Fin F/ EL = 2r.50) a I 'p� 1� 30 O'eri IT) 2 3i I m .Po • L ti� \ \\ (1 10 n s.99a /3B SS' �, >ti{� \ . / 1 r 3 (} 2 ' � M//J Fin. F!E / = '!6E 5 �s • ! a aflCe( �P � �'',�•z�;e1��,e �''�\ � �I 3�by \� ��\Ih- �'�' .ODD / 26s0y 1 , 3 q4 :CONS 9i•zc' \ \\ Iv . _) / 41) WnPin.P/E/_?G65 ��0 73•z0' �r \� \\., 3 ' �• ��\ 1 o c1 `13 �'� 79 Tk � � '` , :, � � y f • n, y lT) \ o Q� JZQ2 Ip2 e •z3, /2$ 9e•3c \ v. VV ot. �1. \ \ 41m�ti \ \\ Min .%l `;' E., _ ?ems 5 0•0930 /?9 / 11.) o \ a �� . G \ O0 Q rt� sn � 15 \1p^ 1p'1 (y) ��ye 6\ \ \ �•4T h ti O4 �• n \\ \\0 a-� ?tee �? 93.0 h 70 M/n Fin F( E 0 5 `\ ` P4 �3 Q O�� ?� " /os �' /6.7 p I T�0 A� r0� '96 F" p ° 1y1 u� e /Q3�4'�4 r-/7cz7� /0 . /ems II'' i ro GRj�°. - / -9 'S v) (w) o , O\00001 01 � I /V 4/ ° 3rL' 'G� ulv 95 90 , �' - - • a3 � 65) ^ B7 5 oe"atew 6Vy/--g. �W &M= R.R sp7kc In !B°talc .;.ter.=:; C .- / ' 27/ � • � ?6 4B � � � I lid (V) Ranc,� 51vd. EZ = ZG.79 (,p) GENERAL NOTES. LEG END a� t� lrr�n FJins h/rr� Set /9/ FI// Lot Corners. 2> A'/ Edsc•menfs shown --- Are To Bc' Used Orai e A�/or E7fi/ifies 3) -015 with Rounds J C0r7-?e1_.5 qrc Mcasureo To PP0inf of Lot L7ncs Arx> Not Points 0/-)A Cur✓c. G) D/5fances Shown 'gm- Cix�rc/s- 5) .PoRiii Af /n�erscc/%r� O{ sfr�et /�ighis or ! vvy �Jre c5 6) Error o{ 0, a2/ zo, (W 7) (1W) = S7`c7 to P/ane Coordind i`e Po/n f r2acr '0' NF 534 0/0 E/= ZG7 90 /1/0fe' /06 cy/- .O /5 Taken 41 21 ° 34 4 (N Z5°Zl'GY3"EJ =State P/ane Bearrny (l74,533. 9325E (/,173, 396. /Z9) - Sfc7f� P/arJe CcCJrc/ir7dfC Note /ulln Fm.F/ E/ = 0650. OrFIs ,4egguirea't3y C/,y O/-d:. Vcr; � will h � fC5 f /rn {orrna X /n . 19// (- �s� ruction Shd// CG rp,ly With T,ScF/off Na�o�rc P•�1'e.: tlon 02�'incsr�Ce. /O R fi STATE PLANE COORDINATES POINT A NORTH LAST A 174,533.93 1,173,396.13 B 174,774.09 1,173,509.92 C 174,847.06 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 1,173,776.05 H 175.206.54 1,174 023.6P, I 175,000.79 1,174,076.21 3 175,016.37 1,174,200.38 K 175,017.84 1,174,373.11 L 175,018.56 1,174,392.25' M 174,686.36 1,174,414.66 N 174,611.09 1,174,300.85 0 174,455.66 1,174,271.36 P 174,457.78 1,174,259.8E Q 174,325.38 1,174,Z37.59 R 174,334.05 1,174,,202.55 S 174,352.18 1,173,931.% T 174,396.30 1,173,790.4i1 U 174,433.64 1,173,793.93 V 174,281.22 .1,173,602.?1 W 174,354.81 1,173,541.21 X 174,477.03 1,173,465.25 Y 174,484.45 1,173,430.06 M HAP H.T.s. CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER !. JOE D WHITE, HEREBY CERTIFY THAT THIS ME, THE UNDERSIGNED, DMNERS 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 !;UBDIVIDED, AND 00 HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REOUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE MYT T IS PLAT. ROCK SUBDBEEN COSIONMPLIED RULES AND REGULATIONS `�`� HAVE BEEN COMPLIED WITH. ,` � — J� DINE OF EXECUTION AR A✓ I Atmore DATE OF EXECUTION JOE D. WITE D.R. PAGE REGISTEAED LAID SURVEYOR ADDRESS NO. 534. AR(AMSAS Ild iRlA(fJli MO. 89 CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS. AND ALL OF THE ENGINEERING nEOUIREM&JTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. COhPL£TED. THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID ---�ddl RULES AND REGULATIONS. DATE OF EXECUTION TIMaTMT L DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, AAKAICalS DA TIE OF EXECI T 1 Dk LITTLE ROCK PLAIN I MG COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,FILED FtW RECORD_ , 19 IN PLAT BOOK__ . PAGE _ . NAME - � UcTw; STATE OF ARKANSAS �NO. [L : .p: ATUIL Hill, A � L ANO O No 503.3 ��"'% � C1E'•.r� E5CRIPFION Part of the NW1/4 Section 13 and Part of the SE1/4 Section 14, T-2-N, 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.; N27-24'27"W, 81.02 ft. and N06'58'13", 45.15 ft. to an iron pin; thence N68'45'00"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 N49034'211-E, 315.10 ft. to an iron pin; thence 515-58'00"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 1487052'07"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 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 S09'05'47"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 N87'48'48"W, 271.30 ft. to an iron pin; thence N74-18'41"14, 148.10 ft. to an iron pin; thence N46°02'15"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 N36005'04"W, 60.0 ft. to the point of beginning, containing 13.4999 Acres more or less. PLAr of torte I z 31� Lr�Ts IoI 16 I Ln III-I�4 aNr� Low 151- Imo. H E l�•H6 H 1.1 I I I�[.� F���1`� /"�M1I�a'\I '1-lP••��/ Lcx/\TED IN PART Gf THE Kjv\ q4 i� C. 131 P�2T o� Tr{E %4 SEG 14 I T- 2 - N 2- 14 - W PU T FEAT SCALE: III=�Ia N DPTE : '9-IG al © WHITE-DATERS & ASSOCIATES, INC. aCIVIL ENGINEERING, LAND PLANNING 6 DEVELOPMENT, SURVEYING 401 Victory Street Little Rock, Arkansas 72201