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HomeMy WebLinkAboutS-1146-C Map 8REFERENCE P "+" IN CONCRETE N t48456.7733- - 1214524.6604 ECE 27.94 a Q 0000 z j1' �1 r A 8 � 11 � p GC T" c II IVI E) O t7 z O S02'23' "W P[ 4266 1 1 89.44 DEED 129 O') 1 70500' -J 1 554.44' 15' UTILITY & DRAINAGE EASEMNET J 77.25' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 60' UTILITY & O O I �j DRAINAGE EASEMENT 11 6 O O JJY+J+•" O ^ p ! S02-23'03" N8733'54"W Lo 8 Ir i Fy nO.De 1oo.a6' N 81.25' - - p\ \t,�• --5022503"W 192y91- - - - _ - - - - - NO3'38'59"E 22fi.41' - - - -12 1 N '�' ---}I- I yt s llllll yyy 44vv ?o _ I h 1214400 < F. FENCE 72, h'I PAGIS MONUMENT #1004-0223 ' -'-o 3�' _ I- 9 PA M M NT 11004-0224 ALUMINUM SURVEY CAP 9ov5'oo' ^ ; DISC REFERENCE PSI p = 48'S1'38" �' IN PP DISC IN PAVE1,1dNT ALUMINUM SURVEY CAP N 147824.33 R - 75.oC' 3 z I 1 R - 38.00' 148291. 10 E 1214298.10 T - 117.9 N'o 53.3T 1 N 148465.091p 1 T= 17.26' E 1214319.49 L= nz92' 1 e W 1; 1 F ELEV.-318.24 -na !n ry PAGIS MONUMENT /1004-0188 a E 1214401.54 0 4z7 _ L = 32.41' i� ml - ELEV.-323.10 14' SETBACK m . _ In ALUMINUM SURVEY CAP m - 12144 I- / Pt# 4266 5 UTILITY EASEMENT - - Z j1m N 147180.64 All 67ELEV.=328.211� \,----�.�------- ao2E----------s22.'- -- z N 148170.4593 Ptp 4274 ' POINT OF BEGINNING E 12t4259.31 i 26'S1'38'E JEFFERSON STREET N 147804.7906 cl ELEV.-360.03 -y p= 228'51 38" E 1214337.3532 a I W L N0225'49'E 96.56' J 31.43' 12"321.8349 ! PHASE 2, PARCEL /2 W 10' UTILITY EASEMENT R = 38. 0' - 3 _ S0225'49'W _ _ _ _ - - - 45.00 _ - - SE I T = S02-25'49"W "0.00 ut � 366.00' N42'34'12' P-- r 81,35' , Il 151.79' 66.38'--------- N0225_49'E---_-----394.81'----------�_�� I 3 I S42'34'11"E Pt 4260 N 2'25 49"E z6.ze' I 568'00'00'W Pty 4261 P4k 425 S 02-25'49" W Ptj 19000 15' UTILITY EASEMENT \ 2O N148310.3326 69.20' lLi)LlT]C EAS 28.28' --- �-np•- --- 90. �0' •:89�0--------------------------�T-'- \ A-15'09'37 F- OI I E 1214343.2892 1 5'IF9°'VN- - - --_�"I't' 1'� \ \ 4, R 165.00' \ Pt 4262 S47'25'49"W ,g_LI I I _ _§47-25'49' 28.28 Ptp 425 lj I -� 1 28.28 to 4 50 y \ \`FC 7 = 21.96' 14' SETBACK I w 14' SETBACK W [ 4257 14. m �\ \ �` \! , ! U) I 1 1 4 p= 90'00'0 m i p= 89-59'54' i F t 'ram\�yo\ T R- 2O.00r4' \ 2JS�F L- 43.66' p = 89'59'S9° I 5 R = 20.00' vi n� .`•IiO Io o �Vt`t \ `^ -K55� S2� ry ro R = 20.00' 1 - p = O'0000 "j, L - 67.27 S1 \ \ 1 ! m R = 20.00' m I R W 1N T = 20.00' 'O N� 5• UTILITY EASEMENT w� T = 20.00' R = 20.00' \ \ \ 1 T = 20.00 lvl L = 31.42' I I I I II \ L = 31.42' I L = 31.42 T = 0.00' \ \ 1 \ L Nto'�48"E 71. 0' 2`�T1'J L N0225'49'E - 102.17^ L - 87.02' - - J L = 1.42' 1 \ 1 z l I 15 UTILITY EASEMENT 8 Q 98I'W 20' UTILITY EASEMENT r 57.57' p O I I wl 5-127,92 --- -'o EASEMENT U I O I ' 1"�• I- I ;Awl t( 5 I 61.50' -� r D.00' NL I 1 40 ! I co I 1� I ! 15.00' - 20.00 •- z NODv !I� Zlo n m 1 n Q Na H I w 1 I STATE PLANE COORDINATES I Q. M F PRINT WIRTNINC FASTING DES[RIPT ION ! i e z f- 'r 3 147872. 04142000 12133I7. 359750W FIP i Ev P w FNDPNT of '- 44436862 { 47871. 71606399 ]213326. Z a• NO2'2 '4 ' Z I . n s W T .o W ,j�J� w O ! n 56.50 4.09 w 0 FNDPNT W SI m 1 I NO UTILITY 71.E L -__ J _ W w ry z n N W ; 5 I48302.20725991 1213369.34798076 r10' UTILITY EAS ME 10' UTILITY E T ��F( I �' a 0= N o, . ` n ° 6 14830 L. 23423936 I213369. 34798076 FNDPNT < I m 1 ` - - I - - <fN� a w f- '- m (� ; 7� 1 (vy 44' 7 148367. 32080462 1213372. 25296423 FNDPNT E 121410 0 1 M W L5 Un2. EASE. N0223'37'E 1'75 _g r1 `'6.`'0 54.05' �`ll If,' "'I 11_ !'1 Y h V �'S V� f 8 148369. 9t398465 1213313. 29052510 FNDPNT 5.00' _ 0 - rt - - - -3: �"o o o r. _ M CI Q (r� n 9 148509. 79337407 1213319. 11516561 FNDPNT N7 1 �I. d° I I 3 1 H n O n Hn 42W 148169. 53014403 1213651. 70114787 FNDPNT I Nn d J N z 1V1 Z 4201 148174.52564761 121365L.91314794 FNDPNT 00 ! I I I 1 .IsMl y g ry �1 Im ^ 1 I7 0- 4202 L49224. 40068336 1213654.03314965 FNDPNT E FNDPNT 12141 0 j I 4203 148229. 47618694 1213654. 24514872 FNDPNT ! rot < < z v 4204 N47928. 6z309800 12t3657. 15483610 FNDPNT 1 ! •c a ' \.J I P I I N I I(J 770. ryf4n, 4206 I48228. 79401486 12I3670. 31963879 FNDPNT I I M ' OJ' viF 4207 14848& 84173624 1213681. 63701547 FNDPNT I OD NO2'25'49"E I n :� .m•+ I 5,�D `C� - 4208 148493. 83609836 1213681. 94377203 FNDPNT 1 Pt 48 31 I - I n 1 N0225.49"E 20.00' I z M iD +yI y S 42LO 147671.96022995 121375L. 45941707 FNDPNT 0- nL/20.38' �J I 5 pt/a247o /tip^\ •�7Z 4211 1478M 66028174 1213761.90831389 FNDPNT \l I �y /� 4212 I47833. 48383833 1213764. 065f 3095 FNDPNT W j z 6s.57' R�W / NO[ E 10�J: 2 Pty 4266 1 I / � nl 4213 147923. 94753289 1213767. 05542341 FNDPNT 0 O 1 ^ .4 h Pl 19 `Sd 4214 L47723. 91924338 1213790. 514@0 FNDPNT zl IN02'25'48'E N87'34.12"W "' J J , m 'D 00 / ry �0 4247 147772. 93277770 1214011.20216590 FNDPNT ! I L 56.-'0 - J yy p w ! 5' UTILITY 1 9.4 ' 10.5 ' S 00• - - I_140.1fi- _ _ _ �I 38.65' J W L25.40�Aoho �`I S - O\,SO 49 4258 147760. 89118764 1214294.9466 3968 FNDPNT 0 1 EASEMENT - - - - - - 1 'UDUTY EASEMENT - - - - - - - - - J - jJ O?J �`'T\ 0' <Y 19000 147652 10342702 1214290. 329735W SETPNT I n O L - 10' UTILITY EASEMENT - - - - - T - - r - -- - - - F �NO2-25'48"E F f 1^ N0225'48'E 91.fbT' 1 N01'25'48'E 99.50' NO2'25'IB'E 193.50' I9W1 147664. 00364431 12t4006. 74B94906 SETPNT I K! 90'OS'42" SOB'09'48'w w p = 90'00'00 F^ p = 90'00'00" 3 p = 90'00'00" ¢ 30.76' 9 B�Oy,\` Pty 4243 L9002 147804. 08083855 I213752. 22t 95837 SETPNTGO R = 25.00 S0.OS' .,•� I I Fml I^I I R = 20.00' n 1 - I �1 fo S 19003 147811 65603313 1213523, 31042704 SETPNT R = 20.00' R = 20.00';. p = 55'30'00" \ ` v I9W4 147794. 52201647 1213502. 4802t234 SETPNT w T = 25.06' ;� n I N T = 20.00' MI I T = 20.00' xnl I 5' UTILITY EASEMENT T = 20.00' <I o R = 20.00' 9 \9Jr , 0005 147682. 92464000 1213497, 74423775 SETPNT Pty 5 L = 39.33' ^ cm a2a0 L = 31.42' ^ ^ L = 31.42' h t Pty 4236 O ry hry O \✓ 19006 147863. 61306938 12I3525. 43021588 SETPNT I m • L = 31.42' !... / °° I 1 N42'34'12'W I T = 10.52' O O- \ \ 19007 147884. 44108133 1213506. 29620175 SETPNT I 4T30'09'E ✓� , II I N4725'48"E 14' SETBACK _ h b' - - - --14�ETBACK N42'31'W Ptj 42Ii 10' UTILIT ASEMENT - - '� - 28.28' DIN 4 L 64'4048'E `S.Jj, \ v> 19009 148179. 320475435 1213538. 82949303 SETPNT .40' �j0' UTILITY EASEMENT- _ - n.71' - P NO2'2548"E 207.14' w az34 NO2'25 48'E 276.00 Pt 42 a^ 6.62' Pt/ 4231 01, Pt 422�J 1�/1! 66. S e 19010 t4fN229. 27979060 1213540. 94848187 SETPNT 19011 348250. 10980255 121352L 81446774 SETPNT 1 N 1a7822.5985 \ U• 0 19012 14831& 43585599 1213524.62921584 SETPNT N 148189.115 E t2�• \J - t9013 148318. 55585011 1213474.67417981 SETPNT P 138977I 19014 14779& 61833037 121345L 52417137 SETPNT g' 36. Yirt \ �S• 19015 1, 7802. 40937212 1213314. 52121347 SETPNT o NO2'25'48'E - 3 _ MADISON STREET NO2'25'48•E _ - 3 _ c�i SS' FqF J 19016 148498. 55382165 1213574.67452404 SETPNT all 325.54' ro 366.W' N 145514.3634 N 147823.4465 E 1213911.5544 E 1213882.2332 0Yk \ O L Ptj 4227 Pt/ 4226 Pt/ 4225 Ptp 4223 JJ{0ls�J\%'13CC OB3, \\ �O^00 ! z77 _ _ S02'2548-W- --207.32' - - - _ - S02'25'48"W_ - - - - 276.00' - - - - - - _ ( \ _ Pld 4219 - Pty 4216 `\ 1 / 8•� O 14' SETBACK -547-25' Pty 422b 28.28' ErtSEMEN fi- IV E7BACK 347. 34.18' 14' SETBACK 28.28' p = 90'00'00" w I in 26.28' = \J \ E 12138D0! $ Ptj4�2 p= 90'00'00" 5 R= 20.00' oTD N p= 9 '00'00" I �Ja22 H s z p= 86'10'52" R W `°) m w N8 '34'12"W Pt/ 4214 \ 0 P I W I I _ R = 20.00' al h na Im 5' UTILITY EASEMENT nl Iw m T = 20.00' ^ \ R = 2 .00' x e• 'a T= 23.39' T = 20.00' nl IA L = 31.42' N I 2 141 �a T = 20 00 I 9.34' 7q v,I�yN,,��5'1030•E L = 31.42-N0225'S3_E lOO.32'_ J NO2'2553'E 99.70 h L = 31. ! L = 37.60' y'22 Oa.ab - - - - - s.61• m A9.5 �s .d \ - No I- - - - - - - - J 25.00' 1�t ,�645 $ p O 7S' UTILITY EASEMENT III" _ 5 / 71 6• Z a1 I _I (- o O O 20' UTILITY EASEMENT _ 95.97 Pt/ 421 ry -d�{ I� Y.7-IL .53= Pt/ 4212 E 121, D - 1 - iN022553'F 144.34' - - - - - y0 31$ aD - --87.t8� - - - - �F 42/3 �82'2�J'48" 21.4 Q ,�48'F S00 81Y I to /� I < m 1 Z I i n+ I l� -- 119.94' N 1 72.40 1 p v y13'48'32" P 4210 \\ I- / 41.40' N < n ai / 1 N 147658.2565 Nb 19.34''W 10 1 N 14 063 R - \ I m 19.34' RRR p E 1213778.6887 LEGEND1 UJ I o o F h I 6.477 I CI E 121 776 .0052 L= 76 11'r \ \\ 99 21 \ \ \ \ • PLACED IRON PIN �1 zlol W W u �\{1�1�\� �I�m W n R-45.00' \ \ I m I T- 27.17' I I I I U F IN 1Syr bbb �1 W o1 I 1,1 I I L- zzn' N \ O FOUND IRON PIN N I 9°3� I F 1J "1 M N0225'48 E I, POINT OF NNING ss9 \ Nti�; i = Y _I _ - m PHASE 2, CEL 14 �Be \ \ ems, s FOUND CONE.. MONUMENT i N0225'5.3L ? / -,� LIMITS OF PHASE 1 ^ ppp3 6�{2 I� I B. 15' UTILITY EASEMENT I E" 1 col 'vt N "1 S82'32'29tE '( \ o \s l L - 63 Et 10* 1✓•j 10' UTILITY EASEMENT z N0224g2'E ry y 10 \ bNJr} \ 7.00' I 10 TILITY EASEMENT_ Try 258.30 Pt/ 42 8 4200 a205- - 1269A - - - \ 71 _ I F 7.42 I I� 9.92' I I 1 1L N \ 6,14m, A \ \ ! 75 75 - - _ L - 30 ♦� J1i - 240.46 eo - to 1204 SIN (y \ 14m, I r _ _ �q I 2Ri'S8"E 12€34 N8T}a'12'W ry ry cam•+ . C Pty a2011 5023041W 10 UTLIry EASEMENT`-• pt a 02 .14' 7 A \ f \ O N023108'E 85.116 I 148.26'- - - A S02 '48"W S87'34'12 E 6.7s' it n I `^qpe, \ POINT OF BEGINNING I I ig N8 16 09�" 16.00' Im ol y 4201 • S02'25'48'W 502.42' w PHASE 2. PARCEL 05 I S02'25'48" 8199.50 5.00' 7.4z' } \ \ La l4� I I 5.00' E 7 13652.9 NT NNIN 1 + I m y7 _0 2� SDI' N 4\ \ 12' SETBACK I PHASE 2, PARCEL f3 1, 'I Im12' SETBACK m N �' Iplp 0 \ 50225 a0•W 2st.o1' _ _ _ _ h I" ( �I I % 5' UTIL. EAR. W yM} i 3l �+If lG' uTL easE. yyam� _ J \I11(, I 12 SETBACK W W I <I 4• 12' SETBACK t08.40'- - - r� 32. '1A , ,q w <o ! 5' UTILITY EASEMENT �( rr )'�Yf I 1 c. ✓'I \ \ """"""\\\\\\ n� 5' UTILITY EASENENi < WI i ��•�' R Go•90'00 QQ` w Z \ \ [n �90 00'00� 1 I I \ \ p F ��)) ml F 110' UTILITY EASEMENT R=20.00 1 R=20.00 g' 1 r8 GRF'S t N3' R-20.00 R-20.00 W \ CDR. 2 PyIp9016 z 7 5 P E ion-20.00 I I Tun-20.00 F- - 1 I. 5' UDL EASE. Ton=20.00 Ion=2(00 ^! Is 5 Q ry n C14e ( ! �! L-31.42 } Pt/ 1�{10 L-31.42 ��'11 , a. $6 u• SETBACK Nsr34��21 P[d ,s L-31.42 -.�•1� I \ \ �I1�- _ N4Y34.12 I N4725'481 {j h� 44 N{ 'E ^I o 74' SET73ACK NO2'08'4 \ I E 1213500 47.06' \ N075444'E KI 1 REFERENCE PC}IN ` - _81= wt1 19009 - s34 =� - - - - - *7�ss _- _ - - - F i 19W3 _ - _ - -L Ptj 1900.5 W UTILITY EASEMENT NO2 25'48 276.00' 7 _ _ _ _ _ _ _ _j\\�5'�' 0 I DISC IN PAVE Y ? 25'48"E 6 . „ a N ! N 148502.736 Ptj 19012 Ptj --_--------- NO2'29'S9'E-=31.-------- _�__-- Ply 19011 X PIi 19W7 Ply 19004 ii0-2-'2$48 - - - - - - E 1213498.33 P a277.43'16" m N0225.48•E MONROE STREET S0225'48'W� 340.62' -, T-\-/�\ E 12135 0 ELEV.=322,061 R-38' S0225'48•W - _ _ - Y \ I I Tun .20 ., 140.W'N 148206.2103 1' 366.00' 44.90' O I ! NO2'O8'44'E N0756'04'E 23.23' N 147840.5416 I I 43.8t' \ 00 184.19 1mL 4 E 1213479.4107 11 \ O Pt 19013 Ptj 19014 I I `�+ „\ N FENCE E 121350o.M31 !` _ - _ - _ - - - - - �}2t26WW`-522�1- - - - -7 qa.\ DISC ! COR. ! \ 91.26_ L _ 380.a7' - �C _ - - - - - _ - I - _ W 5' UTILITY EASEMENT---;'14' SETBACK ; 10• UTILITY EASEMENT I 6.74' IN PP ( 7�7WXI 1 5 UTILITY EASEMENT I I ry �n� (\i \ f. I14 I W 1� 14' SETBACK -c I - I 'n ��} I ' ? I, i n I' N`t GU Is I�In 1i=i b JJI� 6138, 000 ;1�1 \\ �} I I 4 wt 86.33' S0225'41'W 182, 24' 91.94' �I tie 225a1'1L-wc--JWL-------��------- \ 00 IS I I • 1g`3',NLY' 10' UTILITY EASEMENT N Y3L-----92.75• J$L 55.18'- ----"'------- CV. - t� 10'UTWTY EASEMENT 8373 Rr 369.31' (S�' 3�W W ; f • W IF=1 ..Q4 •(•Y N. �H W YID ^I~ � SO '34'19 E o m (ll L 502'25-`41 W 134i1' - 5_¢.97. - 876' �Imol- 9 P 0�I0 mj vl;F In 587'34'1fl'E '1. .•.<}ZO A S a s/��� v1cR FI- H ZI �I q IN l� &74 ;,, Pt/ 7 Pl/ 6 ! 8 F` •I ! : ,S9 ao 2 hp/m i ? L• I o I ,TIN L - - - 7i0.00' - - - NN NO2'31•01"E - 56.62' 1� �I - - - - - - - - - - - - - - 214.iq -10' UTILITY EASEMENT �" L, - - - - �/o L,2J - ! Z I I 215.79' 15' UDUTY EASEMENT 66.15 p 15'UnUTY& DRAINAGE EASEMENT Ply4 !- 349--------------J L------------------� ---------------- N - - - - - �p Pl/ 5 0 Pt/ 19015 IV UTIUTY & DRAINAGE EASEMENT �8 "o'oD' 0 - o oN F ND NO2' 1'01 "E 430.91 Pt 3 s 9' f W NO2'20'0 "E ) V-7 - - no.ocr - - - J 1 PIN ` I (i ���i65 88 G, DE' D 651.3' Pt/ 6 �+ FOUND N 1 1 83012342 `( FOUND -`� Fa)N W X # �O f I IItV �I J Pl/ 9 " IRON PIN E 1 13369.3480 6-50 IRON PIN 2� IRON PIN Q{�� °�'�/ FOUND NO2'23 04 E 1 0.00 N t48302.2073 A / V/ PM T0 G� I t 1,11"11. VOGK O FOUND N 147871,p161 r, N 121 12 0414 IRON PI ( \� 6 E 1213345.367 CDR E01 E 121332 A446 D0 E 12t 1713598 �, 0 6 IRON PIN ( pNRE 0 0 O 0 SK,4 PG. 19) N 148509.7934 p` Q lv rn P O1' G IRON PIN N 148367.32 ®© Q ON OQ I IY1 Q O O O 0a0 I O a E 12133 9.t152 d�z N t��8833669 9t O E 12t3372.2 r a E 12�3313. ® z � z I I i II Z O NE 1 -A1-4 E 12 u 9 1 ODISC IN 18" OAI JEFFERSON ST 50' R.O.W. FENCE a 6 Ce N N PP m N 147066 3791 E 121420 .2239 ELEV.=36 .95 O Co `01 IN u Q Y\ e1 LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE NE 1/4 OF SECTION 7, T-1-N, R-12-W, LITTLE ROCK. PULASKI COUNTY, ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS: .I OVERALL PHASE II LEGAL PARCELS 3. / do 5 COMMENCING AT THE SE CORNER W 1/2, NE 1/4, NE 1/4. �I SECTION 7. 7-I-N, R-12-W THENCE NO2'23'0SE A DISTANCE OF 1289.44 FEET TO A POSIT; THENCE N87'28'54W A DISTANCE '1 - OF 84153 FEET TO A POINT; THENCE SOZ'30'41'W A DISTANCE OF 7.00 FEET 70 THE POSIT OF BEGINNING; THENCE SOZ'W4l'W - A DISTANCE OF 258,30 FEET TO A POINT; THENCE N8T34'12•W' A DISTANCE OF 16.09 FEET TO A POINT; THENCE S022V48'w A DISTANCE ° OF 60 FEET TO A POINT; THENCE S67'34'12'E A DISTANCE OF 16 FEET TO A POINT; THENCE SO2'30'41'W A DISTANCE OF 240.46 FEET TO A POSIT; THENCE $8733'50'E A DISTANCE OF IIO.W FEET TO A PONT; THENCE SOZ25'48-W A DISTANCE OF 121.40 FEET TO THE P.G OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50 FEET AND A CHORD BEARING OF 5195756"E 83.78 FEET; THENCE ALONG SAW CURVE 99.32 FEET TO THE P.T OF SAID CURVE; THENCE S3655'48w A DISTANCE OF 66.00 FEET TO A POINT; THENCE N8731'32W A DISTANCE OF 253.95 FEET TO A POINT; THENCE N0225'48'E A DISTANCE OF 111.70 FEET TO A POINT; THENCE N8T3S50'W A DISTANCE OF 188.12 FEET TO A PONT: THENCE NO2W'04"E A DISTANCE OF 69,69 FEET TO A POINT; THENCE S8756'56•E A DISTANCE OF 9.09 FEET TO A POINT; THENCE N0731'01•E A DISTANCE OF 430.91 FEET TO A POINT; THENCEy!C!NlTY 9vlAP S8T40'35"E A DISTANCE OF 24.OD FEET TO A POINT; THENCE •"£ I'- N0731'01"E A DISTANCE OF 66.15 FEET TO A POINT: THENCE N8728'54'W A DISTANCE OF 59.02 FEET TO A POINT; THENCE N0223'04'E A DISTANCE OF 140.00 FEET TO A POINT; THENCE S8728'54"E A DISTANCE OF 255.81 FEET TO A POINT; TI4iNCE S83Y5'04'E A DISTANCE OF 107.60 FEET TO THE POINT OF BEGINNING, CONTAINING 6.482 ACRES OR 282,346 SQUARE FEET, MORE OR LESS PARCEL 2 COMMENCING AT THE BE CORNER W IA NE 1/4. ME 144. SECTION 7• T-t-N. SURVEYOR'S NOTES R-12-W THENCE H0223'03"E A DISTANCE OF 564. A POINT; THENCE N87-34.12-W A DISTANCE OF 2W.5jA FEET TO THE POINT OF BEGI N9NGy21HENCfF,'1 1. DISTANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL S0225'49'W A DISTANCE OF 109. FEET TO A POINT; THENCE N8734 ys'W AD•°i' PCRTONS THEREOF. DISTAN�E OF 283.93 FEET TO A POINT; THENCE N0220'28"E A DISTANCE OF 109.0%FEET TO A POINT; THEWE S8734'12'E A DISTANCE OF 284.00 FEET TO 2, BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGt5 THE POINT OF BEGINNING, CONTAINING 0.710 ACRES OR 30.947 SQUARE FEET, MOAIMENTAIIOL MORE OR LESS. 3. IN ACCORDANCE WIT+ FLOW INSURANCE RAVE MAP - 0011YUN1TY PANEL NUMBER 050181 0011E - REVISED NOVE:I46t:R 3. 1993, THIS TRACT OF LAND IS N0T LOCATED WITHIN THE TW YEAR ROW PLAIN, PARCEL 3 4. THIS PROPERTY IS ZONED PRO - PLANNED NED RESIDENTIAL DISTRICT. COMMENCING AT THE BE CORNER W 1/2. NE 1/4, NE 1/4, 5. EASEMENTS SHOWN ITHIN MADISON HEIGHTS SUBDIVISION SECTION 7. 7-1-N, R-12-W THENCE N022YOrE A DISTANCE BOUNDARY OUTSIDE THE PHASE I AND PHASE I LIMITS HAVE OF 1289.44 FEET TO A POINT; THENCE N8728'54-W A DISTANCE BEEN DEDICATED AND PLATTED AS A PART OF MADISON HEIGHTS OF 843.53 FEET TO A POINT; THENCE S02-30'4IwW A DISTANCE SUBDIVISION - PHASE 1 AMENDED AS FILED IN PLAT BOOK F, OF 265.30 FEET TO A POINT; THENCE N8734'12'w A DISTANCE PAGE 764. OF 16.09 FEET TO A POINT; THENCE S0225'48"W A DISTANCE OF 55 FEET TO THE POINT OF BEGNNINC. THENCE S02-25.48•W 6. ERROR OF CLOSURE - 0.000 A DISTANCE OF 5 FEET TO A POINT; THENCE S8T34'12'E A DISTANCE OF 16 FEET TO A POINT; THENCE S02'30'41-W A 7• MONUMENTS DESCRIPTIONS ARE AS SHOWN ON THE LEGEND DISTANCE OF 240.46 FEET TO A POINT; THENCE S8T33'50•E AND ON THE DRAIMNG. A DISTANCE OF 110.00 FEET TO A POINT; THENCE S0225'48•W A DISTANCE OF 70.53 FEET TO A POINT; THENCE N8734'12'W CERITIFICATE OF OWNER A DISTANCE OF 238.85 FEET TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO FOCHT HAMNG A RADIUS OF 20 FEET WE. THE UNDERSIGNED• OWNERS OF THE REAL ESTATE SHOWN AND A CHORD BEARING OF N42'34't7W AND A CHORD DISTANCE AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE NDnV48 E LAID OFF. PLATTED AND SUBDIVIDED. AND DO HEREBY LAY OFT. A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; THENCE PLAT AND SUBDIVIDE SAID REIN. ESTATE N ACCORDANCE WITH ALONG SAID CURVE TO FOCHT HAVING A RADIUS OF 20 FEET THIS L AND A CHORD BEARING OF N472548•E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE S8734'IVE O �J D SIGNED, '�`- A DISTANCE OF 113,19 FEET TO THE POINT OF BEGINNING. - CONTAINING 1.253 ACRES OR 54.586 SQUARE FEET, MORE OR LESS D OF xECU 1& NAME. LITTLER H SING AUTHORITY ADDRESS: LITTLE -ROCK. AR PARCEL 4 SOURCE OF TTLE: D.R. SON 278, PAGE 553 - HST. NO.57M COMMENCING AT THE SE CORNER w 1/2. HE 1/4, HE 1/4, SOURCE OF TITLE: D.R. BOOK 278, PAGE 554 - INST. NO. 57096 SECTION 7, T-1-N, R-12-W THENCE N022SOSE A DISTANCE SOURCE OF TITLE: D.R. BOOK 278. PACE 554 -INST. NO, 57097 OF 1289.44 FEET TO A POINT; THENCE N8728'54'W A DISTANCE SOURCE OF TITLE: D.R. BOOK 278. PACE = - INST. NO, 57M OF W.53 FEET TO A POINT; THENCE S02'30'41'W A DISTANCE SOURCE OF TITLE: D.R. BOOK 282, PAGE 177 - INST. MD. 57099 OF 265.30 FEET TO A POINT; THENCE N8734'12'W A DISTANCE SOURCE OF TITLE; D.R. BOOK 604, PAGE 15 OF 16.09 FEET TO A POINT; THENCE S0225'48W A DISTANCE OF 60 FEET TO A POINT; THENCE S8T34.12'E A DISTANCE OF CERTIFICATE OF RECORDING 16 FEET TO A POINT; THENCE S02'30'41-W A DISTANCE OF �y����� II //CCjj���� __ 240.46 FEET TO A POINT; THENCE S8T3SSO'E A DISTANCE OF THIS DOWM T NUMBER �� `F'w Z- 110.00 FEET TO A POINT; THENCE S02'25'48•W A DISTANCE OF FILED FOR 121.40 FEET TO THE P.C. OF A CURVE AND THE POINT OF RECORD �- �9 N PLAT BOOK BEGI NNO; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 50 FEET AND A CHORD BEARING OF 8957'M'E CAROL IICUIt OUf1ty�`7 er eCQ'dE 83.78 FEET. THENCE ALONG SAID CURVE 99.32 FEET TO THE P,T. OF SAID CURVE; THENCE S3fi35'48'W A DISTANCE OF 65.00 Aj FEET TO A POINT; THENCE N8T37'32'W A DISTANCE OF 253.95 E) CLEPo( --- FEET TO A POINT; THENCE N0225.48-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 BEARING CERTIFICATE F ENGINEERING ACCURACY OF N4725'48-E AND A CHORD DISTANCE OF 28,28 FEET TO THE AT"' P.T. OF SAID CURVE; THENCE S8734'12"E A DISTANCE OF 228.97 1F� +' EREBY CERTIFY THAT FEET TO A POINT. THENCE S82'32'29'E A DISTANCE OF 9.92 FEET THIS PLAT CORRECTLY RE NTS A PLAT MADE BY ME. TO THE POINT OF BEGINNNG, CONTAINING 0,857 ACRES OR 57325 AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE SWARE FEET. MORE OR LESS. ' ROCK SUBDIVISION RULES AND REGULATIONS HAVE BUN PARCEL 51,zv SIGNED, DA7E OF CUTION NAME, REGISTE y (/f' COMMENCING AT THE SE CORNER W 1/2, NE 1/4. NE 1/4. ENGINEER NO.9-igA- SECTION 7, T-1-N, R-12-W THENCE N0223'03"E A DISTANCE ARKANSAS OF 1259.44 FEET TO A PONT; THENCE N8728'54•W A DISTANCE OF 843,53 FEET TO A POINT; THENCE S0230'41'W A DISTANCE OF CERTIFICATE OP *11IONIULKEENTSSURVEYING ACCURACY 7.00 FEET TO THE POINT OF BEGINNING; THENCE S02'30'41•W A DISTANCE OF 258.30 FEET TO A POINT; THENCE N8T34'12-W A 1, __REBY =TIY THAT DISTANCE OF 16.09 FEET TO A POINT; THENCE S0225'48"W A THIS PLAT CORRECTLY REA BWNOARY SURVEY DISTANCE OF 5 FEET TO A POINT; THENCE N8734'12"W' A MADE OR VERIFIED BY ME, REWIRED DISTANCE OF 113.19 FEET TO THE P.C. OF A CURVE; THENCE ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20 THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK FEET AND CHORD BEARING OF N4734'12'W AND A CHORD SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N0225'48'E A DISTANCE OF 66.39 FEET TO THE P.C. OF A CURVE; 1WTH, THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF DATE OF EXECUTION NAME. _ 38.00 FEET AND CHORD BEARING OF N8734.12'W AND A CHORD REGISTERED, PROFESSIONAL OF 50.W FEET TO THE P.T. OF SAID CURVE: THENCE S0225'48'W A DISTANCE OF 522.41 FEET TO A POINT; THENCE HO --LAND $ YL N8T35'50'W A DISTANCE OF 138.12 FEET TO A POINT; THENCEARKANSAS N0220'04'E A DISTANCE OF 69.69 FEET TO A POINT; THENCE S8756.56'E A DISTANCE OF 9.09 FEET TO A POINT; THENCE CERTIFICATE OF FINAL APPROVAL NOZ'31'01'E A DISTANCE OF 430.91 FEET TO A POINT; THENCE SB74O'WE A DISTANCE OF 24.00 FEET TO A POINT; THENCE PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND N0711'01'E A DISTANCE OF 66.15 FEET TO A POINT; THENCE REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED THIS DOCUMENT IS HEREBY N877WS4'W A DISTANCE OF 59.02 FEET TO A POINT; THENCE ACCEPTED. THIS CMYWICATE IS HEREBY EXECUTED UNDER N022304•E A DISTANCE OF 140.00 FEET TO A POINT; THENCE S8728'54E A DISTANCE OF 255.81 FEET TO A POINT; THENCE THE THp/97TY OF SAID RULES AND REIN DINS S&Y45'04'E A DISTANCE OF 107.60 FEET TO THE POINT OF BEGINNING, � /I / 6-0- (BONED) Il CONTAINING 3.209 ACRES OR 139,804 SWARE FEET. MORE OR LESS. 1L- -� -- �m GRAPHIC SCALE 60 0 30 60 120 240 IN FEET ) 1 inch - 60 I'L POINT E 1213�89.6575 �! EV =304.82 MONROE ST. 50' R.O.W. N 4444r1n-1nrrr ♦ �G li/ I ♦` � Ai LL OF EXECUTION L.R. PLANMN WMMISVON FiNAL PLAT A i e BY: DATE: 76 &V JUNE 30. 2000 JHM ADDED ONE NOTE, VICINITY MAP, AND EDIT THE ACRES TO 0.001 jNNE 28. 2000 JHM MISC. REVISIONS JUNE 21, 2000 JHM EDITTED BEARING AND DISTANCE, AND EDIT POINT 94207 it : JNE 12, 2000 JHM EDITTED BEARING AND DISTANCE, AND ADDED EASE. JUNE 2, 2000 JHM ADDED 2 PAGIS MONUMENTS AND REMOVE ONE AND CHANGE EASE. DATE BY DESCRIPTION REVISIONS ° PLAT i V A L- �i ;N:I,Is MADISON HEIGHTS SUBDIVISION - PHASE 2 tl0. 732 The Housing Authority of the City of Little Rock FENNELL / PURIFOY ARCHITECTS IUND CONS •.O�IGNATURE e �o ALIMENT ��, °• f�YAkIAA��.• �"5�; ". 147221.7014 :LED. '" Ae ' TF 153 C" A _ DATES MAY 17. 2000 1213290,8488 �'°a�_- AMI ENGINEERING, INC � ACAD: FWPLOT O •DESIG: -ED BY: KDV ENGINEERS ' PLANNERS • SURVEYORS • PHOTOGRAMMETRISTS MEW; PLOT 201 Morkhom Center Drive P. 0. Box 25937 • Little Rock, Arkonsos 72221 NSMY 997-7117 17- /ISM\ 007-a7SG