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HomeMy WebLinkAboutS-1146-C Map 6Sj�h C31,�q. K 5 N �fJm��YuV o 0 0 0 0 0 0 0 0 O © rr) (BK,4 G.180) O r` (o 1` z Pt 4268 1 89.44 z DEED 129 .0') 564.44' IY UTILITY k DRAINAGE EASEMEET _ U I 60' UTILITY & .01� CJ DRAINAGE EASEMENT 11 O YYY••• O Q I u ^ I 50T23'03"- - N5T3Y54"W ^ m 9 110.08' 100,08' N I' m 01.25' T/CS, --502'23_03'W 192_91'-� - - - - - - - - - NO3-38'59"E 226.41' U? 6 ----------- �X3 C) I� E 12144001z �. FENCORCE O67 7.�/p 2s X2 w I14.33' I- I � 2• - �h 015E REFERENCE P�I o = aa'at'3a" - sa•os'Do'�� � 3 I N DIP DISC IN PAVE�dNT R = 38.00' R - 7s.00' s \ ^ wl I 1 - 75.11' �. Z 53.37A 1� N 148465.091p 1 L - 11792 �o v w ; T = 17.26' f E 1214401.54Q 0 427 _ 4 sE BncK m I M < ,_ PAGIS MONUMENT /1004-0188 L = 3241'^-'�'_ 9 I ALUMINUM SURVEYAP -I E 1214E / Ptq 4266 UTILITY EASEMENT - #0�2 ¢E - - - - - - - - - - - - - - - Z M =147180.64�I - ELEV.=328.211�� /------r�------ N tN r 67 ��, \ E t214259.31 I N 148170,4593 Pt# 427E c I POINT OF BEGINNING 00 \ 26'51'38'E JEFFERSON STREET N 147804,7906 - N ELEV.-360.03 I- I �- 22s'S1 3a' E 12143D.3532 I E 1214321.8349 I PHASE 2. PARCEL /R W L NO2'25'49"E 96. 56' � � 31.43' - Ld 10' UTILITY EASEMENT R = 38. 0' \ _ - 3 502'25'49'W _ 1Y - - - - - I� T = S02'25'49"W 140.00' .n - 366.00, 45 00' F- r 81.35' \ N42'34'12" N0225.49'E 394.81' N 3 I I S68'DO'00"w A PtX 4267 S42-34.1'1"E Pt# 4260 _ NO2'25' 9"EE pie 425 S 02'25'49" W Pt/ 19000 15' UTILITY EASEMENT _ N 148310.3326 69.20' USILUY EASENE 28.28 .L - - - - 90.0 p . 15Y)9'77 F- I E 1214343.2892 �5'-49"W- - - - - 296�� F� 1- - - - - - J88�J9r \ - - - - - - - - - - - - - - - T \ Pt 4262 S4T25'49' \ ✓ U jS4T25'49' IN 4 50 \ PtA 425 tq i - / \ N R - 165.6' 1 ` I 14' SETBACK \ ; p . 32'07'14" ?7 Q I 28.28' i' - '- 2B.zB • 4\ \`'� r - 21.96' I H I 14' SETBACK Q = 91J'06'a1N ;'� 'i1 j� U tq 4251 .1 14. Oy\i}\.,. R . 120.00' J\7j•\ 43.66' _ _ rn =� = h A = 89.59-54 m o. \ s•\f' I a R = 80'00;59" I 5 im T 20.00' '�� �� I� R = 20.00' 1 A = 90'00';-10y, T - 34.55' J2 s,\ i° '° IRS W u+ m 5' UTILITY EASEMENT T = 20 00" R = 20.Da' \ \ L 67.27 \ III ml L = 30 00' pl L = 31.4z' 1I \ "I L = 31.42' T = 0.00' L NO2'251.42''48"E 71.50' 2 21'J L NO2'25'49"E - 102.17_ L - 8r7.02' - _ � L = 1.42' z 15' UTILITY EASEMENT N87'34'11"W 51.57' CO w 5- UTILITY r _ 0.68' 20' UTILITY EASEMENT 1 . 6 56.50, r - - --127.92 - - - -'p i EASEMENT- QX I a w 61.50' F- J--1o.00' o� 41 1 N I io /(gyp 1( •A a \15.00' '- 20.B nw�I ^ Uj H N I4 mI oI 11 J �I 31 I o Y I 01 �((,\Y1Jp = N w RI I STATE PLANE COORDINATES I o I I I � h N M N 'y m? I can NO2'2 3, ai z w W LI_ m w nm NO2'2T45_E 71.74' L- 56.50_ J 54.0 '� W w O N Z < I [10' UTILITY EASEMENT- -10' U'ILI1Y EMT - - ] vr1 W ,= o, (� N Z yw N » w �5' UTIL. EASE z� NO2'23'37"E 71.75 1 I"''.o r 56.50' CV' 54.05' ly r N v MZ E'I" - - - 3 5.00' � o ^� ( I Y rf YII II �n ii.A �.iy I�NY' N o Tn d' I J �j ^pV' z z I I 'Off E 12141 0 p G wl N f Iq� 4q, '% wy ��pp ~ NO2'25'49'E S N N Pt/ 48 Cn M N020.389-E 20.00' le, 7. ' I-Z .$ 5 ' Z PlN 4247�yO / tib' \ ! N n1 V z �+� :n 66.57' / NOZ `E 101JX 2* PtN 4246 ^O Z R�W I� p4jn. P!/ 19 �\ SJi NO2'25'48°E N8T34'12"W 56.50' 0 °` COI 38.65' a 25.40' SIT o� N 9.45' 10.55 S.00' L - - - J �� a - _-_740.16_ - - - J - '� - -J w I= /3 O?g`\ ,." �qy %Y 1 5' UTILITY L - - _ _ _ _ _ _ _ _ _ _ _ _ _ SJ t O I I EASEMENT L _ - 10' UTILITY EASEMENT 1 'UTILITY EASEMENT _ O _ _ r Y h NO2'25'48"E 91.6 -1 NO2.55-'WE 99.50' NO2'25'48"E 193.50' �NO2'2548"E f 9\ B) 90'08'4Z" SOB'09'48"W = 9000'00" a 30,76 q6 50.05' "' - 90.00 00 'ro ^ = 90'00'00" 3 ,, �\ R = 25.00' ,1 1 = R = 20.00' _ w p = 55*3000" w ro 1 R = 20.00' R 0.00' 2;. %, m In T = 2s.06' :, ro n n ,e^ T = 20.00' o "' _ N ,., u, N T - 20.00' t 4240 L = 3�.02' "v"i 5• UTILITY EASEMENT L = 31.42' '^ 1 Ptq 4236 '^ T = 10.00 SIC \ Pl 45 L = 39.33' L = 31.42' N �11 q N47'30'09'E �, I I �' N4T25'46"E z-N42'34'12�W ly- 14 SETBACK - N42'34'12"W PIN 4241 - c - - 10' UTILIT ASEMENT - - - 74' SETBACN�- - 28.28' I L = 19.3T t'h 5.- 10' UTILITY EASEMENT- _ Ern _ _ _ - J - �b.28 - - - PtN 4 N64'40'4CE G\ 11�1 n.n' Pt 4' 23a NO2'25'4$"E 207.14' Pl 4 3 �- Ptq a234 NO2'25 4a' E 276.00' Pt 4230'• 18.67 PtN 4271 PUN 4221] NO2'25'48"E REFERENCE POIIZ IN CONCRETE N 148456 7733 E _ L1214524.6604 327.94 a 0 o00 � o z 0 0 0 0 0 r a z 0 m m 77.25' Pt# 4243 and \ \ \J PoINT�i�I ST 1 SCRPTI nN 3 147872.04142000 1213317.35975000 FIP 4 147871.71606399 121332& 44436862 FNDPNT 5 148302. 20725"] 1212345. 36757638 FNDPNT 6 148301, 23423936 1213369. 34798076 FNDPNT 7 148367. 32080462 1213372. 25296423 FNDPNT 8 148369, 91398465 1213313. 29052510 FNDPNT 9 148509. 79337407 1213319. 11516-361 FNDPNT 4200 148169. 53014403 1213651.70114787 FNDPNT 4201 t48L74. 52564761 1213651.91314794 FNDPNT 4202 148224. 48068336 1213654. 03314865 FNDPNT 4203 148229. 47618694 1213654. 24514872 FNDPNT 4204 147928. 62309900 1213657. L5463610 FNDPNT 4205 148168. 85157649 1213667.69070198 FNDPNT 4206 148228. 79401486 1213670. 31963879 FNDPNT 4207 148488. 84173624 1213M 1. 63701548 FNDPNT 4208 U8493. 03609836 1213601.94377203 FNDPNT 4210 147671. 960Z2995 1213751. 45941707 FNDPNT 4211 147602.66028174 1213761. 90831389 FNDPNT 4212 147853. 48383833 1213764. 06513095 FNDPNT 4213 L47923. 94753289 1213767.05542341 FNDPNT 4214 147723. 91924338 121379Q 51400608 FNDPNT 4247 147772. 93277770 1214011.20236590 FNDPNT 4259 U7760.8911876E 1214294.94663968 FNDPNT L9000 147652. 10342702 1214290. 32933580 SETPNT 19001 147664. 00364431 1214006. 74894906 SETPNT 19002 147804, 08083855 1213752. 22133837 SETPNT 19003 147813.656033L3 1213523.31022704 SETPNT 19004 147794. 52201647 1213502.49021234 SETPNT 19005 147692. 92464000 1213497.74423775 SETPNT 19006 L47863. 61106938 1213525. 4302/588 SETPNT 19007 L47884, 44100133 1213W& 2962OL75 SETPNT 19008 148160. 19073769 1213517. 99847833 SETPNT 19009 148179. 32475435 1213538. 82849303 SETPNT 19010 148229. 27979060 121354a 94949187 SETPNT 19011 L4825a 10980255 1213WI.81446774 SETPNT L9012 148316. 43585599 1213524.62921584 SETPNT E 1214100 L9013 14831& 55585011 1213474. 67417981 SETPNT I L9014 1477% 72523085 1213452. 52870802 SETPNT 19015 147802.409372L2 1213314.52121347 SETPNT Tnl 19016 148498, 55382165 1213574.67452404 SErPNT �I "1 Plq 4227 PIN 4226 Ptq 4225 np vao /O,\ %p .(9 \ n.77 `^�-S02'2548w - --207.32 - -- _�M\ PtN 42t9 _ 5'48"W _ 276.00' _ I:, / 8"2- "T8�'}AL+fiY-EhSEMCifT a4T25'> Pt 922 / 'r2� So2'2 EA5£M - -�^ Ptq 4216� \ \ \ h 14' SETBACK N 28 25' "" '`14' SETBACK io 34T ^ b s' d o= 9c oo'oo" w l I 1 PLg4/2 34.16 28.28' 0 28,28' �/ \ E 12138001 W 1 p = 86'10'S2" = 90'00 00 R = 20.00' om = 9 '00'00", 2 s < A ' R 20.00' R W I em N 5' UTILITY EASEMENT n w \ h \sre a Yt R = 25.00' w' °J T = 20.00' a ,^ ^ R = 2 00' t" N8 '34'12"W PtN 4214 �°� \ C a: Ui T = 20.00' ,�I < m n -o T = 0 00' < T = 23.39' �� S'1. O'30"E L = 31 42 '^ '� L N022155} E 100_32' N N > m 59.34' L = 37.60' 25.00' H192}` g 104.a6 -' - '- - o - - J _ NO2'2553"E _ 99.70' m L = 31. 25.81' S19�Y �y7s, 2 \ s1 o O O 15' UTILITY EASEMENT J 0 ul I I r N O 0 _ - - - - 20' UTILITY EASEMENT 1- - 95.9YO.�.T PtN a212P1q 42 \ 6s s \ \ I F E 121* ------ �-,� �j} 87.18'- - - - PtN 4213 - O 111��� I Y z FN02'25'S3'E- 4.34' 1' �p g c_b 21 w �o its.ea - �502Y548` 21.E U21.40 0 g�P, a o \ I a m I s a h< �LJ- 1 41.40 p y13 48'32 \ Nd7'34'12"W 10' m L N T17 063 f tR- N 147658.2561934' !IO T - 76, 1,1.E 1213778,6887 \ EL GENE 'N6.4TI O E .0052 I 1 \ \ �I W I I R S' 5'ih-21 \ \ \ \ \ \ • PLACED IRON PIN w w F ml w of ' I I W I i- i4i,�i' I I \ \ O FOUND IRON PIN 00 N � N �F- No225'48'E I m 1� PINT 2, A NNM� N 'a�f \ \\\-6p> ■ FOUND CONE. MONUMENT I NO2'25'53"E ?pry 15' UTILITY EASEMENT ^ LIMITS OF PHASE 1 ^ -6T42r to In I �! L - 63,88' - J p I'7 10' UTILITY EASEMENT z NO2'27'g2'E �, S81'39'26'IE l \B\ 7.00' 10' TILITY EASEMENT 'Sry Pt# 42 •- 4205 1 1 / 7.L2 I 9.79 1 I 1 N \ Y4 \ I 258.30' q 4zo0 -- �zass'- - - it�^ 240. q a2oa\ 4k'q \ I PtN 420 �? - 502'30'41'W fo' uTa EASEMEN• E" - - I .1a' 7� - a0 00 �+ \ 9' \ 0 NOi7106 E 85.96' --t T- Ptq 420- PI 4 02 N 734'I YW LION ,o I • N I '\ f \ $ N87.341 Z S02 '48' S87 34'12 E I NT OF BEGINN04G I I 16,09 16,00' 1 1q 4201 • S02.25'48`W 50225'48'W I PHASE 2, PARCEt /SI I 502 25'48` N 1 8199,50 5 00' 7.47 $1 >� a = �% t�GRO \ \ \ \ W I I I 5.00 E t Iss52s NT NNIN �� :I L', of k n O- `' I, 'a \ \ I i . I z' SETBACK,0 ASE 2, PARCEL �3 1�12' SETBACK 5� 1Q I !�, \ \ \ \ - - - - 5022510'W 231, - •+yl IVI " I 5' UTIL EASE. WY I .•I Mll`„ 10' UTIL EASE. - - - -4J ~ W - -J 12 SETBACK �I 61 % I WI `I= /2' SETBACK 108.40' - - r 32. '�A Z 90 \ \ \ \ UTILITY EASEMENT )' SY') I r II zl �a 5 unurr EASEMENT > I I „I W z \ \ V) I�A tr90Tb'00' R tr90V0'00` '" n y �, dl"90'00' I R I tr90.00'00` 1. \ \n1 = R Pt/�1 9018 ml 3110' UTILITY EASEMENT R-20.00 R-20.00 F I rg '� 04LE-`' .1 R.20.00 R-20.00 K,I r \ CDR. .(_ L K I bl 5' UTIL EASE. \� 4Ton-2o.00 Ton-20.00 ' 11 I� i 1s P sa• F Ton-20.00 I I Ion-20.00 ,:,1 Try \ B/C N N I i --, ' °tl 31.42 } PL/ 19010 L-31,42 n `,- h�6 - -4 '12*W 1 L-3L42 CU I N42.34'12 N4725'48i 4)A. �14' SETBACK N4Y34'12'w Pl/ 19k# N4 •El` 9 14 $ETBACN NO2'OB'4 \ --I}-E 1213500 r M I REFERENCE P IN i - at= - P / 19009 _ =43.t� L - �4 Y�- _ Pt/ 9ao3 - �J-L_ L/ 19005 4 V) 4O 90 n 10' UTILITY EASEMENT N 267.00 n�o6' /� \ .1 4', M r; I DISC IN PAVE Y 3'25'48`E c - - - no2n9'59"E / �\ s'99 In I N 148502.736 Pt/ 19012 Pt/ 1901I � u Pl/ 19009 Pt/ 19007 PtI 1900E i402°2S"48'{- 441 - -�'� - - - - - - - - - i - - - E 1213498.33 49F•27743't6"-----------------------------, -- E 12135 0 I R.38, r ?� 50225'4e'w - - - Nax2s'46 E MONROE STREET - 5o225ae w 340.62' I I Not 'u E \ \ ELEV.=322.061 14aoo'N 1 as. to Nr 366.00' 44.90' No O4 E NO2'25'43'E Ton 20 I N 147840.5416 I I 43.81' 2a TJ' \ Aq 5.00' 184.19 E 1213479.4107 I I\ ' o Pt It)013 Pt! 1901E N FENCE E 12135WA661 -----_ -__-- ---- `\ - Lf- AS2i-4 390.01 _ �L - - - - ,ZIygf\ \ NI$C� Cam' \ \ / 5' UTILITY F4CFurNT W ,, 5' UTWTY EASEMENT=14' SETBACK „I ��T-1.ST4 I I \ \ a 3 ` 14' SETBACK' I i�J tI Z� � H♦ �%Lai %�// lu i •6N0 -1 ul� ,� �•\ \ is "e 86.33 S02'25'41'W 182.2E 93.94' v - - - - - - - - - - - - - ^ \� n 2Z5y1 1L _Bl s4_ J L - - - - - - 00 I �'✓�- Z _ 10' UTILItY EASDLDIi A N M NT 100E-0189 h't� _ _ O � W I I ---- - •--.-- -- ------ N y 10' UPUTv EASEMENT L1r aT 73 W� (- x9.31' ALUMINUM SURVEY CAP • IZ �„ z <r-- r---------L' ;,I� N 148157.59 //tt i.5� 'i yp�/ l ! .�i S01225 41"W 16a76' _ _ _ 26.10, _ _ pT b ? E 1213431.56 P% PGR is' ` Y I D �I r Pt/7 Pt/6 �'s=1-Ix ELEV.-334.a7 5?SODS°ICI- Tel N023t'01"E Lam- 56.62 1� �'--------------3s4.9T-------- -59------ / I I z 'nI L-41..L3'J L 349.06' J 1-----.- 21579'-------j ail 66.15Oj Pt/ 5 15' UTILITY & DRAINAGE EASEMENT Pt/ 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •- - i° •MnC Pt 3 / Pt/ 19015 15' UTILITY k ORANAGE EASEMENT FOUND N02' 7'01"E 430,91 W N0220'O�i"E 65 '88 (DEED 651,3') �O �-SE` NE l� O ODISC IN 78" .OAT JEFFERSON ST 50' R.O. W. PP C0� 7 T-1-N, 75 I•- V) � ; (D O OL F- V) V \� F ?, K N 147066.3791 E 121420 ,2239 O ELEV.=360.95 00 E) t. M 00 STREET - N0225'48'E - 366.00' \ N L \ Js, gp�SoN 790 � \ o�0 00 2� S 4228 0 O 9 PAVEM N1 N 147224 g0° E 1213'8S 30, END FENCE MONROE ST. 50' R.O, W. O K C4 N IRO{4 M Pt/ 9 Pt/ 8to FOUND N 1�83 g.342 l%1 ,'JU1✓� 'nrn FOUND ICI / Y Ali/\ fO V m 15 r \N H _ IRON PITH E 1+,t13369.3480 j, �� 50 FOUND �o N 3 M N0273 04 E 1 0.00 �0'FOLWO IRON PIN I IRON PIN L�1E�t o N N 146302.2073 01 N 147871 161 h N 147872,041E Al/I,1 T CIV Li'r' R(XK o Lp� Rao Pl �� �O IRON E 1213345,3676 1/9tiiefowto OR E 121332 4440 E 1213317,3598 8 / Y/ V c) BK.K,4 PG. 19 ) O O O © E E t 2133 9 t 152 P s1' Iliad PUN N f a8367.3 CIO ®©©�/ O O O Y1 O 0 O 0 O �Q 10�" N 1 9.91 E 12t3372,2 d�V yr ®� E 12 3313. ® z z I Z Z ZL S IUND CONC. x4UMENT 147221.7014 1213290.8488 Q (� CL �y m POINT SSS�- 6575 W N a LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE NE 1/4 OF SECTION 7, T-I-N, R-12-W, LITTLE ROCK. PVIA% COUNTY, ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS: OVERALL PHASE II LEGAL PARCELS 3, 4 & 5 COMMENCING AT THE SE CORNER W 1/2, WE 1/4. WE 1/4, SECTION 7, T-I-N, R-12-W, THENCE N022Y&3-E A DISTANCE OF 1289,44 FEET TO A POINT: THENCE N8728'54'w A DISTANCE OF 843.53 FEET TO A POINT; THENCE S0270'41'W A DISTANCE OF 7.00 FEET TO THE POINT Or BEGINNING: THENCE S02'30'41'W A DISTANCE OF 25&30 FEET TO A POINT; THENCE N$7*34'12'W A DISTANCE OF 16.09 FEET TO A POINT; THENCE S0226'49'W A DISTANCE Or 60 FEET TO A POINT; THENCE S$7'34.12-E A DISTANCE OF 16 FEET TO A POINT; THENCE SOY30'41-W A DISTANCE OF 240.46 FEET TO A POINT; THENCE 587'33'60'E A DISTANCE OF 110A0 FEET TO A POINT; THENCE S0225'48"W A DISTANCE OF 121.40 FEET TO THE P,C, OF A CURVE TO THE RIGHT HAVINO A RADIUS Or 50 FEET AND A CHORD $CARING OF S19'37'S6'E 83,78 FEET; THENCE ALONG SAID CURVE 99.32 FEET TO THE P.T. OF SAID CURVE; THENCE S3635'48"W A DISTANCE OF 65.00 FEET TO A POINT; THENCE N67-34Y2'W A DISTANCE OF 253.94 FEET TO A POINT; THENCE N0225'48'E A DISTANCE OF 111.70 FEET TO A POINT; THENCE NST36'S0'W A DISTANCE OF 1$8.12 FEET TO A POINT; THENCE N0220'041 A DISTANCE OF 69.69 FEET TO A POINT; THENCE 6.8756TM'E A DISTANCE OF 9.09 FEET TO A PONT; THENCE NO2*31'01'E A DISTANCE OF 430.21 FEET TO A POINT; THENCE S8T40'WE A DISTANCE OF 24.00 FEET TO A POINT; THENCE NOT3l'01'E A DISTANCE OF 66.15 FEET TO A POINT; THENCE N87'2$'54'W A DISTANCE OF 59.02 FEET TO A POINT; THENCE N0223'04'E A DISTANCE OF 140.00 FEET TO A POINT; THENCE SSn$'54'E A DISTANCE OF 2568t FEET TO A PONTI THENCE SSY45'04•E A DISTANCE OF 107.60 FEET TO THE POINT OF KOWWO% CONTAINING 6.48 ACRES OR 282.3441 SQUARE FEET, MORE OR LESS PARCEL 2 COMMENCING AT THE SE CORNER W 1/2. WE 1/4, ME 1/4. SECTION 7. . T-1-14, R-12-111. THENCE N0223'03'E A DISTANCE OF 564.44 TO A POINT; THENCE N8T34'12"W A 06TµCf OF 200.66 FEET TO NINE ►DINT OF BEGINNING; THENCE S0275'49'W A DISTANCE OF 100.00 FEET TO A POINT, THENCE N$7'34'48'W A DISTANCE OF 2W.83 FEET TO A PONT; THENCE NO2.20'28"E A DISTANCE OF 109.02 FEET TO A POINTI THENCE S87`34'In A DISTANCE OF 284,00 FEET TO THE PONT OF BEGINNING. CONTAINING 0.71 ACRES OR 30,947 SQUARE FEET, MORE OR LESS. PARCEL COMMENCING AT THE SE COMER W 1/2, NE 1/4, NE 1/4, SECTION 7, T-I-N, R-12-W, THENCE NO2'2YO3'E A DISTANCE OF 1289.44 FEET TO A POINT; THENCE N8778'54'W A DISTANCE OF 843.53 FEET TO A POINT; THENCE SOT30'41'W A DISTANCE OF 265.30 FEET TO A POINT; THENCE N$T34'12'w A DISTANCE OF I&DO FEET TO A POINT; THENCE S02R6'4$"W A DISTANCE OF 55 FEET TO THE POINT OF BEGINNING: THENCE S0225'48'W A DISTANCE OF 5 FEET TO A POINT; THENCE 58734'12"E A DISTANCE Of 16 FEET TO A PONT: THENCE 502'30'41"W A DISTANCE OF 240.46 FEET TO A POINT; THENCE S$T3Y50"E A DISTANCE OF 110,00 FEET TO A POINT; THENCE S02'2W48'W A DISTANCE OF 70,53 FEET TO A POINT; THENCE N8T34'12'w A DISTANCE OF 238.85 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 20 FEET AND A CHORD BEARING OF N42'34'12'W AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE MOnV48"E A DISTANCE OF 276.00 FEET TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 20 FEET AND A CHORD BEARING OF H4725'46'E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE S871,02"E A DISTANCE OF 113.19 FEET TO THE POINT OF BEGINNING. CONTAINING 1.25 ACRES OR 54.666 SQUARE FEET, MORE OR LESS, PARCEL 4 COMMENDING AT THE SE CORNER W 1/2, NE 1/4, WE 1/4, SECTION 7, T-1-N. R-12-W THENCE 140223-03-E A DISTANCE OF 1289.44 FEET TO A POINT; THENCE N87'28'54'W A DISTANCE OF 843.53 FEET TO A POINT; THENCE S02'30'41'W A DISTANCE OF 265.30 FEET TO A POINT; THENCE N8T34'12'W A DISTANCE OF 16.09 FEET TO A POINT; THENCE $02'25'48'W A DISTANCE OF 60 FEET TO A POINT; THENCE S$7-34.12-E A DISTANCE OF 16 FEET TO A POINT; THENCE SOT30'41'W A DISTANCE OF 240.46 FEET TO A POINT; THENCE S8T33'50"E A DISTANCE OF 110.00 FEET TO A POINT; THENCE S022Y/ 6'4$'A DISTANCE OF 121.40 FEET TO THE P.C. OF A CURVE AND THE POINT OF BEGINNING; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 50 FEET AND A CHORD BEARING OF SI93T86'E 83.78 FEET, THENCE ALONG SAID CURVE 99.32 FEET TO THE P.T. OF SAID CURVE; THENCE S3635'48'W A DISTANCE Of 65.00 FEET TO A POINT; THENCE N8T34'l2"W A DISTANCE OF 253.94 FEET TO A POINT; THENCE NO2"25'48'E A DISTANCE OF 111.70 FEET TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 20 FEET AND A CHORD BEARINC OF N472648'E AND A CHORD DISTANCE Of 28.28 FEET TO THE P.T. OF 1AE CURVE; THENCE S5734'12'E A DISTANCE OF 22&97 FEET TO A POINT, THENCE 581'39'26E A DISTANCE OF 9,92 r"EET TO THE POINT OF BEGINNING, CONTAINING 0.W ACRES OR 37,325 SQUARE FEET, MORE OR LESS. PARCEL 5 COMMENCING AT THE SE CORNER W 1/2. WE t/4. RE 1/4. SECTION 7, T-I-N, R-12-W THENCE N022YO3'E A DISTANCE OF 1289.44 FEET TO A POINT; THENCE N872W54-W A DISTANCE OF 843.53 FEET TO A POINT; THENCE SO2'30'41•W A DISTANCE OF 7,00 FEET TO THE POINT OF BEGINNING; THENCE S02'30'41'W A DISTANCE OF 25&30 FEET TO A POINT; THENCE N87-34.12-W A DISTANCE OF 16.09 FEET TO A PONT, THENCE S02-25.48-W A DISTANCE OF 5 FEET TO A POINT; THENCE N8734'12-W A DISTANCE OF 113,19 FEET TO THE P,C, OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20 FEET AND CHORD BEARING OF N42'34'12"W AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T, OF SAID CURVE; THENCE NO2'25'48E A DISTANCE OF 66,30 FEET TO THE P.C. OF A CURVE: THENCE ALONG SAID CURVE TO THE RENT HAVING A RADIUS OF 38.00 FEET AND CHORD BEARING OF N8T34'12'W AND A CHORD DISTANCE OF 50.00 FEET TO THE P.T. OF SAID CURVE; THENCE S0225'48'w A DISTANCE OF 522.41 FEET TO A POINT; THENCE N87*35'W"W A DISTANCE OF 138.12 FEET TO A POINT; THENCE N072O'O4'E A DISTANCE OF 69.69 FEET TO A POINT; THENCE S$756'56"E A DISTANCE OF 9.09 FEET TO A POINT; TENCE 1402'31'01% A DISTANCE OF 43a91 FEET TO A POINT; THENCE SBT4V35'E A DISTANCE OF 24.00 FEET TO A POINT; THENCE NO2'31'01'E A DISTANCE OF 66.15 FEET TO A POINT; THENCE N67'28'54'W A DISTANCE OF 59.02 FEET TO A POINT; THENCE 140223'041 A DISTANCE OF 140.00 FEET TO A POINT; THENCE S872854E A DISTANCE OF 25581 FEET TO A POINT; THENCE S8S45'04'E A DISTANCE Of 107.60 FEET TO THE POINT OF BEGN+INC. CONTAINING 3,21 ACRES OR 139,804 SQUARE FEET, MORE OR LESS, GRAPHIC SCALE ( IN FEET ) 1 inch - 60 ft. , ,� (�1111� 781■E IRD ADDIMUL FASE=TS RFQM ❑ ADDITIONAL Uvj"TS AR[ UWMp I AS SIN) BY 1- DATE: SURVEYOR'S NOTES I. DISTANCES ARE 940VM IN FEET AND INCHES AND DECIMAL PORTAONS THEREa. 2. WAROM AND COORDINATE SYSTEM IS BASED UPON PADS MONUNENTATION. S. IN A000140ANCE WIN ROOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER 050181 0011E - REVISED NOVEMBER 3. 1983. INS TRACT OF LAND IS NOT LOCATED WTHIN THE 100 YEAR ROOD PLAN. 4. THIS PROPERTY IS ZONED PRO - PLANNED RESIDENTIAL DISTRICT a EASEMENTS SHOFN WI IN MAO" 1HIDENTS SUBOIM9ON BOUNDARY OUTSIDE TIIC PHASE 1 AND PHASE I WITS HAVE BEEN DEDICATED AND PLATTED AS A PART OF MADISO1 HEIGHTS SUBDIVISION - PHASE 1 AMENDED AS FLED IN PLAT BOO( F. PAGE 764. 6, ERROR OF CLOSURE - 0,000 CERITIFICATE OF OWNER W. THE , OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN. DO HEREBY CERTIFY TWAT WE HAVE LAN) OFF, PLATTED AND SUBDIVIDED. AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAE REAL ESTATE IN ACCORDANCE WITH THIS PLAT. SIGNED. DATE OF EXECUTION NAME ADDRESS SOURCE OF 7ITt1 D.R. BOOK 27ILPAGE 553 - AST.. tQ 57095 SOURCE OF TITLE; D.R. BOOK 270, PACE 554 - INST, NO, 57096 SOURCE OF 11TLE7 DA BOOK 278. PAGE 554 - INST. NO, 57097 SOURCE OF TITLE; D.R. BOOK 278. PAGE 555 - INST. NO, 57098 SOURCE OF TITLE: 0. R. BOOK 282, PAGE 177 - AST, NO, 07099 SOURCE OF TITLE; D.R. BOOK W4. PACE 15 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER - FREE FOR RECORD 19IN PLAT BOOK PACE - (QED) (NAME) CLERK CERTIFICATE OF FMGIIEERt G ACCURACY 1. EROY CERTIFY THAT THIS PUT CORRECTLY RIEPRE TS A PLAT MADE BY ME, AI40 THA• EN61NEERND r'E REMENTS OF THE. LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COLOW N�TH. n' _i_ya v SKAEDrS/Se AL OA EXECUTION MAN E, REOSTE Z ENGINEER NO. ARKANSAS CERTIFICATE OF SURVEYING ACCURACY 1, HEREBY CCMTI/Y THAT THIS PUT CORRECTLY RE IS A BOUNDARY SURVEY MADE OR VERIFIED BY ME. MONUMENTS REOtNEO ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION Eft. AND REGULATIONS HAYS BEEN COMPLIED IN DATE Of EXE naN NAME, REGISTERED, PROFESSIONAL No SURYEI�-- N0. .(2(r' ARKANSAS CERTIFICATE OF FINAL APPROVAL PURSUANT TO INC LITTLE ROCK SUBDIVISION RULES AMD REGULATIONS, AND ALL Of THE CONDITIONS OF APPROVAL KAW40 BEEN COMPLETED. VMS DOCUMENT IS HEREBY ACCEPTED, MIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS, DATE OF EXECUTION PLANNING COMMISSION COMMISSION 9 DATE I BY I DESCRIPTION I DATE I SHT REFERENCE FINAL PLAT • A13'I'ilus MADISON HEIGHTS SUBDIVISION - PHASE 2 111732 a' The Housing Authority of the City of Little Rock SIONATU Q$ FENNELL / PURIFOY ARCHITECTS ICNET? •,•7I i ;1�1 I•!• DATE: MAY 17, 2000 DATE:1.•4N•! AMI ENGINEERING INC ACAD: FINPLOT )ESICNED BY: KDV ENGINEERS PLANNERS • SURVEYORS • PHOTOGRAMMETRISTS SEW PLOT )RAIN BY; JHM 201 MOrkhom Center Drive PROJECT r: 9906043 ;NECKED BY: DRV P, 0. Box 25937 • Little Rock. Arkonso$ 72221 IPPROVED BY: DRV (501) 227-7117 Fox: (501) 227-5755 ISHEETi I of 1