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HomeMy WebLinkAboutS-1100-D Map 1Monument FND V Plpe NW Corner NV 1", NW 114 9_--y0, -- 90.00• S87•le'C!3eE 1�C44.38' sectlo,I 7 90.10' 89.32' T-1-N, R-13-W 9181, B180. - -U470{9' - _ - - -1- - - _. _ _ 94.14 116.54' - _ 5.19 50)'ie'23"E w Eas I _ Iw _ -------- _ -.- ".. _ - _ _ _ _ 344.BB 267 'Zr - 1 7� E¢sen •w i"!,; o Jj- UtNlty Ease," Drainage w \ ZW \ , �-265 J�k sgl 264 IFS 263 .' Vx 262 X 261 I� 0 260 Tract F tI_- En7 x - Ease I - - 2S' 81tlp Setback O'x1D'- - _ 'n z 259 e / sexer Eas9D.00'EnterpY / N8]1]46 W NBTI)48 W I Enterpy Eas 80.51. _ _ _ • 7p• - - Enterpy Ease _ - _ €' ^ --_ N871748 W NB7174@ W 93.80, NBTD 46 W NeT 46 W 93.44- , OMIO' -_-- ess.z4• Hartf ---- ord Street (52 ROW) NBTI 32•W N8139' 7D'w EnterpY-Ease o / 25B / \ 100.76' N871T46 W '--___'_$-_.�^__^ 'x10' N871 "W 90.00' 100.00' NJpBj, /EnterpY Ease I N87'1746 W p 7 1 IDD.00- 10000' o I25' BId�Setback 0. I b / W - N871746 W NBT748 W �'� '15'57' / \ / x,Q�•y� ,Z m \ \ Eos \ 1� f - - _ -�- - _ N TI74B WN8418'3J•N -\ I I 10'x10' 2S' eltlp $et_cu: - - - - - _ N731g,� W gI 164 1 Enterpy Ease 10, 10 - - _ - - _ _ G. 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J1._5_r- tE •11.14' Enterpy 170.98' 11076' 816-_-B`51'26'- NBT126W 51.45' 54.55BB1642•W NB75128 W @N �bIIII I N87SI 26 W w Hltl0Srt875126;!0'xt302' 19 EIII II 220 160 Pl____--) er$I F b._ l l I 15�08 l 9!I .0x10• 10•10' 253 nsx587'5E S87S3D6'E10'x0'Entergy u 1J0.00lI;Ease z terpy Ease 196 a 197 130.20, t 1 10'x10• 134.30 .0 I $ I NB815'42 W I I jjl EnterBY N@T4826 W I N874626 W I I 13D.00' 1 1,dp.pp• I I 1 I 10'z10' z 1 Ease z 1d w w I I v N8751 30IN y., �I EnterBY Eos I I i 1 F- ; r1 E to I W I I I Ne7513o w I $ I 218 11$ 221 I I I No 131136.E 159 I $ I $ 173 Fg Ia �$ I 10xi0 wI 3g I 8I n$ a YI Io 1 76 I m Y I o nterpy Eose n I„. I ry S I =1 I� z I Z fu i r#I zl j rain L lases' z$ ( `�' I 195 SI 1n 1 98 ! S K I z I zi I I p n o I I 119.98' I W 130,�r -- UtNlty Ease I zl 1 10'xt0' I i I I I I I G r^. ri I 252 r� NMI5'42 W I I iJ0.00' 1� 1 130.00' Enterpy Ease 58753'55•E ^ 2 W -N�' 8-W_ I r_NBTY IZw_I_ NB)513pW IN00' I 130.00 I h -" 10'x10' I w , w I I I me, .11. W , Irv, I S8753'S5"E I $ n$ n a nterpy Ens¢ W I 7v. I Id I LI s iJB.9i I 58814'01'E I etI 15$ I ,R v1 I o r'a wl 1. n I+. I 217 I I E I I 138.2@' •^ IO x16' a -,a I $1 I o I * I r c n „n, y w I Ent. Ease i^ I S$ I _ $I $I I m s n 194 Iva 1 99 I 3 um1 ' x ei ! -'I n 1v I I X d SI I. I W O'x10 I i z 5 0' z I S ^ m a . , n. EnterpY Ense 119.9@' 11 !2 z z z1 1a'xl0• 1 s^ s °' a o NB61542 W 1X57' 1 77 t 13a00' I io•xl0•pr a h 222 I o 251 I I ( I Enterpy Ease z z 1� nter Ease I o .v1 I 1 ( N6T4626 W N87YBzo ' �( No, 5i30 W I me,.1•.ln, W I &' zI I I e m I 0 1 W 1 1 58130.00'E I I oI 1. w I I I S8753'SB'E I I I d 157 I 8 •r, m n' I H i I IDktO' rl I. $! Sw„ I I 1�•� I 13B.B] 5813 .71 'E " n ',�('d n $ 171 rl $I I $ x n nterpy Ease o we I rd w ! I 138.77 0 o' m ,r = s1 s $ 1 1Q•xt0' $I of 178 ! Y o s ^ 193 sl In m ; e $ I + I 223 I W w 0'A 0 119.98' I z z terpy Ense i m 30•x10' S m , z �I zl I 200 I S n I $ 216 1$^Yr1' I 1+. EnterBY Case I o N881542 W I 1 I EnterpY Ease z nl 730.00' I I o' °�` I $ Entarpyt Co. ,f $ ' in $ I 250 I 130.85' 130.00' 130.W z 1 I I I o ! N87Y628 W N87'4826 W wI 1 N@757 W I $nI)I NHB77195t.a9a'8xz II N81T34a8e2a@• W zII! !I EnNteBr71'p4Y82E8 1I II`$ Xi 31 N87510••W zW :' I 58E156 1 uaoD 08.83 m Iwyr �se.z�l•E, $ w1 170 92 Ente pY se z 2g if s 201 10'x10' Sl Sz10'x10' sr' gz IS$ 215 8I $EnterBY Eae II v nse 10.' s$ mltia0' W 130.00�$m 4 W x n}er y EzB530 3 1 N $I 155 I g I I W w e, I 10'xl0'I . 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Enter IEX10,nse I I x I 1 I I 246 1� ;i 150 10' �I'^ I 130.80' "ri I pr X ( : I `->kolnnpe L I Be se753'fis'E m 'n I P' E S'� I ll NB7'4628 W ). I, 8I .I UtIIIiY Ease I I" I 1 130.71 FND N4 Reber HE Corner NW 1/4, NV 1/4 Section 7 T-1-11, R-13-V Utility Ease. curvo Data R = 962,94' A = 17'53'27" L = 297.56' D = 06'00'45" T =150.00' R = 457.45' A = 89.03'33" L = 711.05' D = 12.31'30" T = 450,00' R = 241.96' A = 44'64'34" L = 189.56' D = 23'40'47" T=IC0.00' R = 977.94' A = 06'26'07" L = 109.84' D = 05'51'32" T= 54.98' R = 25.00' A = 87*27'16" L = 38.16' D = 229'10'59" T = 23.91' R = 2155.27 A = 20°2r50" L = 769.76' D = 02'39'30" T = 389.03' I EnterpY ... z - _ _ - _ _ r..1 1 83 I a m '= 1 Sever Ens I 10 x10 I "I ( I 119.BB' ci) I 1 i `�. \ 1 88 i) n 1" I Enter Ea, I w I SB51W48•E N881542W i ;, i I I // fie. I $ \ :) ; 205 i :p I$ I Sl gl 228 Im I ZI w p I 211 I S n o f 8,I 1 sar4s'2B•E / ro P. V ; L _ _ - - - L z I I� m 2I I ooI 151 7nl tn� $ I ,"•/ o VI tO5.t0 �j ,05.06' 130.00' 'I - -n I ( z I r� I 3 viI wI I S_ 1 166 N875730 W I 5875,TS5 E - -( I g ^ A0'xt0' '•�"" z Yl I" 10`x10' - \ _ NB751 -W 58753'59•E EnterpY E¢ze�i n SQ'xkte py Ease z1 I 184 1 trrpy Ense 'x ralnape L I--O,nlnnBe L 7 -w I ''p \ 73n0p I 133.38 z �l 245 ,19.9@' I I I \ / UtNlty Ens. I I UtNty as I \ I I I 58518'34•E j N881548 W 1 I i3n78" I J �i 16 206 1 I 21 0 I g�7 m 148.82 f ( n i w I NBT4628 W i S�� \ ` i / 87 I'm 10•xl0• m I �o I 229 f7 Fr ONini..'t7n ; EnterBY Ense o n p I } / x Enterpy Ease n 7 m m m F I c r`i I Y Ense tD9.t4 '-o ralnaBe L =i 150 s ^ I 165 7 _� /� / `4 teat f m e I s,e9- 6t w \ J'G utluty Ease z �l ,I� i ^ 7 244 0 z pm p \ S7p75� I 7 2 ' 1 I Fntl I` Pipe oI3e0' Bta�Seibnck � P z L x $1tlp_Setib c sl m / 185 1 CJ6 I Fm \ 1 f L / 161.70' PDB �` 207 N88 1 SE Corner Pag is Coordinates 4JF 7� NW 1/4, NW 114 Section 7 N86 I5'51'W 243.58' 7 - -s.: Ne4334, w !$ _ o^ 209 ' 7_ T-1-N, R-13-W Pacts I - - 4 �s / k (73 1 148639.35 1179369.61 =1 I$ �2'UtNlty Ease N, 0' Drains h n� 1i 208 �a�s m 7 L Utility LOosegOaP / ° u ® 2 148643.28 1179207.96 Bp, 00' mJ NyI 2 ' MOb Ar 10.w s «� 3 148589.75 1179195.38 - -- N> \ W_765,5g. © ` �� 2 7/ 230 / y 4 148465.45 1179150.99 _ N74Z8•W 7 _ 3 3 5 148433.89 1179165.09 HI(( ouievpr - Nryti�w /s7 l £ ��� q� Tract A 7 148603.57 1178749.29 d 1 100' RON3 \ _ _ _ @��yrE s5� �� m 8 148622.73 1178116.97 W 4 17 Sea o4'24'E 9 149997.51 1178158.41 '� p �34.56` \ 10 149939.03 1179401.42 Capitol Hill Apartments (N67*48'02'W 60.06, Lot 1 � \ Certificate of Ciureaer CEii'TTF-!CATS OF SURVEYING)=RACY CERTIFICATE OF ENGINEERING ACCURACY We the undersigned, ownerof the real. estate shown and I., W1.I;iam, R. Gipson , hereby certify that this plat 1, William L. Dean, hereby cer'-1fy that this plat ` `I s e- correctly represents a bousdar survey made or verified correctly represents. a plan made by me, and that the described herein, des hereby certify that we have ].aid y F Y Y off, platted and subdivided, and t10 hereby lay by me, all monuments required actually exist and are engineering requirements of the Little Rock Subdivision off, plat and subdivide said real estate in accordance correctly shown hereon and that all surveying Rules and Regulations have been complied with. with this plat-. requirements of the Little Rock Subdivision Rules and �ji� Regulations have been compiled with. M IL D11 e1 �Executi.on Registered Professional Engineer OS2 No. 4418, Arkansas jMxna�Mmnt, Pd r fessional Surve or ian apit.ol }.�ra}ces T".L.C. Date of Executio Regi&tere o y l John W. Uehaven Land Surveyor No. 1170, Arkansas QI$ P.O. Box 13256 CERTIFICATE OF FINAL APPROVAL V.+rww;,�•,o� Maumelle, Arkansas 72113 I have consulted FEeA Flood Insurance STATNSOF A Source of 'Title: 48-8-102, Book E, Pg. 537 Pursuant to the Little Rock Subdivision Rules and ARKANSAs Maps and find that the hereon property No. i17a described is not in a 100-year flood Regulations, and a.]1 of the conditions Of approval having been completed, this document is hereby accepted. zone' This certificate .is hereby executed under the authority of said rules and regulations. Registered Land urveyor No. Ulu Arkansas Date of Execution Littl Ock Planning Commission .,• LA�,,,•• VICINITY MAF Capitol Lakes Estates - Phase 1B Legal Description Part of the E 1/2, NW 1/4, Section 7, Township 1 North, Range 13 West, City of Little Rock, Pulaski County, Arkansas, more particularly described as follows: Beginning at the SE corner of the NW 1/4, NW 1/4, Section 7, Township 1 North, Range 13 West, and the Point of Beginning; thence North 88'36'36" West for a distance of 161.70 feet to a point on a curve (said curve having a radius of 977.94-feet and a central angle of 6026'07"); thence southerly along said curve for a distance of 109.84 feet (said curve having a chord bearing of South 16*26110" West and a length 109.78 feet); thence South 19`39'14" West fora distance of '77.02 feet to the beginning of a curve (said curve having a radius of 25.00 feet and a central angle of 87'27'16"); thence southerly along said curve a distance of 38.16 feet (said curve having a chord bearing of South 24*04124" East and a length of 34.56 feet; thence North 67'48102" West for a distance of 60.06 feet to the beginning of a curve (said curve having a radius of 2155.22 feet and a central angle of 20'27'50") ; thence westerly along said curve a distance of 769.76 feet the curve (said curve having a chord bearing of North 78'01'57" West and a length of. 765.68 feet) ; thence North 88015'51" West for a distance of 243.58 feet; thence North 01*43136" East for a distance of 1375.40 feet to the NW corner NW 1/4, NW 1/4, Section 7; thence South 87'18'23" East for a distance of 1244.38 feet to the NE corner, NW 1/4, NW 1/4, Section 7; thence South 01024107" West for a distance of 1300.05 feet to the Point of Beginning. Containing 39.869 ACRES, more or less. 0 2 9 A 100 0 100 200 scale feet 1"=100' O Notesi 1, A(1 corners set = #4 rebar 2. All curb radius = 25 feet unless otherwise noted 3. ERROR CLOSURE OF THIS BOUNDARY IS NUT LESS THAN 1110,000. 4, Privacy fence on Lots 150-164 & 244-267 not tc be built inside of utility easement at rear of Lot. CERTIFICATE OF RECORDING This document, number <rx, `1 c 7C 3 7-'3 filed for record A u<,1r, # 24 200L, in Plat Book Pagel-_ c Clerk Me `I tq�N'�I �,5 ..� u J t{2S. J i. 10 s Signed BY: DATE: Developer & Owner o Capitol Lakes Management LLC P.D. Box 13256 DRAWING Maumelte, Arkansas 72113 PH] CLE PLAT itle Source: 48-8702, Sheet 1 Book E, Page 537 Of I