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HomeMy WebLinkAboutS-1146-D Map 3REFERENCE POW "+" IN CONCRETE -N 148458.7733- t214524.6504 327.94 HE O� z m HE HE � I O © 1 0 77.25' to 60' UTILITY & r DRAINAGE EASEMENT " O - 0 0 0 I S02.23'03" N8r33'S4°W - - - - 110.08' 100.05' 802'23'03'W 19291 - _ - _ _ _ - _ _ - N0338'59"E 226.41' k FENCE �2, �y PAGIS MONUMENT I1004-0223 ,n CdR. � P MONUMENT b1004-0224 ALUMINUM SURVEY CAP - aoro5'oo DISC REFERENCE PbI 0 = 48'51'38" Ata1MINUM SURVEY CAP N 147824.33 R = 7500' Go \ IN PP DISC IN PAVEMENT R = 38.00' 148291.90 E 1214296.10 \ 53.57 I; N 148465-0910 1 T = ,7.26 E 1214319.49 ELEV=31&24 L - 11z92 no I^ E 1214401.54Q0 427 L = 32.4i' ELEV =323.10 a' SETBAG _ - 0 - - E 12144 ELEV.=328.21 I Pt# 4266 - 5 UTIUTY EASEMENT - - - _ - - >�- - - - - - - �b0�24'-48=E- - - 52-2.M'- t# s7 I'l 7 \I`�2651.38"E N 148170,4593 JEFFERSON STREET N 147804.7906 Pt# 1- g &= 228'51 38" E 1214337 3532 1214321.8349 W N0225'49"E 96.56' J 37.43' R = 38. 0' \ _ - 3 _ So2'25'49"W tit 10' UTILITY EASEMENT 1-t - 45.0 fY ♦- - - 81.35' - - � I i ` T = 02'25'49"W 140.00' N 366.00' N 3 I I L i 51.79' 66. 38' # N4234' N 2'25 49"EP28,2 S68'00'00" Pt# 4261 S42-34'11"E Pt 4260 _ _ N 148310.3326 6920' t1IlU]Y EASEMED 28.28' y - -- _ _ - - 90.00' E 1214343.2892 I \ `S'39"W- - - - - - �� S4725'491Y-� ' \ / Pt 42624262 S4�-25.49"W ® O u ITV N 28.28' Pt# 425 t w I I �' SETBACK w I �\ 28-28' to 42.51 14' SETBACK : ' f ` R = 0.00'0 �I t� CO p = 89'59'54' U/ p = 89'59'S9" I R = 20.00' « ' R = 20.00' I 5 , T = 20.00' �� �� (o 10 R = 20.00' ( R W I Q N 5 UTILITY EASEMENT ,0q 19 T= 20A0 R T = 20.00' ICI L = 37.42' � I I I L = 31.42' II T I I I L= 31.42' I L- N0�'2VI E 71.50',F_p5_3T� L NO2'25'49"E - 102.1T (_�•, - 87.02' - =__J L ZI l 15' UTILITY EASEMENT N87-34.WW 51.57• I I mI r _ 0.88' 20' UTILITY 12Z92 EASEMENT _ EASEMENT UTILITY N f 31` t I 61.5d'-� 0.00 ---- o wl Y 5 r ' � .- 1 15.00' - 20.00'l I I I I Flo to N I a 1 n Ow W W 4 z l tv N0 tj 4 I z I f OD nn I I N0Y27'4VE 71.74' L 56.50- J 54.0 " A- '°I I y UJ w z w I n� I C,0_UTIUT7 EAS MEN 10• UTILITY E M ] Lr[ vwil i w 4i (� 1�PO cw9 L_ - - - N0223.37"E 71.75 1 - o r I 56.50' - - .- - ' I Z I i I Cn n ~ 5' UTiL. EASE. ,,gyp 54.05' /4 jY/ _ <rt._-- 3. 5.00 i �Me I I �.(K�{�.!-j/ 3I� i �Y�i 2_ a i 00 U) I pli I I Ili•_ i'a� I I i{ d- A{ f ro I i Y I 1 -zw3 YY nI D a H® N n I 1 E 1214t 0 I =1 < I" �� \ �lUrn to F� �� I N0225.49"E I I I I I Pt# 48 3I I I r, p�( ,N,�' q_ UI r4 y I N/02-25'49"E 20.00 I I I z NI i 1 m 38' -J 5)' cv 66.57' R4W I /.a 4 o'i1 I 5' UTILITY I ILg 2'25'4085'E NB 5 00 2..W I L - - - -1 ao.16- - - - a O I EASEMENT - - - - - - - - 1 ' UTILITY EASEMENT 10' UTILITY EASEMENT __ __ - - _ r - - - NO2.2548"E 99.50' NO2'25'48"E 19350' z = 90'08'42'• soatl9' w NII'r2sae"E 97.g3 -i ( p - 90*00,00" 46'IN p= 90'0000 H { p= 90'00'00" 3 M R = 25,00' S0.p5' �I In ,. i� R = 20.00' Mo - 1 ro I I ro R= 20.U0' R= 20.00' nn <nt = 25.06' :r W ,r] M IM T = 20.00' n n T = 20.00' 1 Pt# 4236 1 P= 39.33' r �l I T = 20.00' IA t 4240 L = 31,42' nil I 5' UTILITY EASEMENT L = 31.42' 30'09'E'F1L = 31.42' 1' # !� 4° I IN4234'12"W�4•E'7BACK N42`34'12"W N4725'48"E z 14' SETBACK5.40' 10' UTILf7Y EASEMENT J _ -28 Pt# 421 - - 10UTILI ASEMENT - - - - - - - = --1_-28-28_ � -ia • -_ ,,.,, N09%5'48'E 207.14' ara a235--,a ��Pt#' 4234 NO2 2 48 E 276.00' Pt 423 i STREET - N0225.48"E _ 366.00' 7.7 ' _ S02'25'48"W 207.32' S02'25'48"W _ 276.00' ---•-_----------. \ Pt#4219 g -- --II---_.._-- Pt#42161 - ^�,*�EMENT S4725 Pt# 427� EASEM - -(- �47' 8 ♦ of 28.28' k E * IBACK r1 Pt#4/2 34,16' 14' SETBACK 2&28' ;� A = 90'0000° IM 28.28' 1 p = 90,00'00" 5 R = 20.00' �� � Ie p = 9 '00'00" p= 86-10'52" R W I col l R = 20.00' 41 m T = 20.00' 10< 5' UTILITY EASEMENT N w R = 2 .DO' v I NS 34'12' R = 25.00' m n (r T = 20.00'M L = 31.42' I lm o T = 0 00 m l '► 9.34' T = 23.39' AlI gj �y�yt7g,5�T030"F�„L_ 31.42^ NO2'25'S3=E 100.32- -1 NO2'25'53"E 99.70' I'•° L 31' 2' N C4 { L= 37.60' 25.00'HYg223O"4A-------� ^�_--- 4212A _ �Z(•;� 0 O 15' UTILITY EASEMENT c, Pt 42 12t 0 I r O O O _ 20' UTILITY EASEMENT 95._7� �. Pt# 4212 # E i -I1 - --87.78' - Pt# 4213- 111 { x ^ I z iN0225'S3"E T 144.34' - - - I qJ �o i � (� 719-94' a 72,gp r 1 �I-I------ -`Y l F;19001 l m I W N N8734'12"W 10' 4 •� N 14 063 r 'M 19.34' (�1.�t 6.47tj I I E 121 �7.0052 44 x v L �lw•{ 1 z W �I a �l W { i s- I tlt�l w m Y 3 w=I � i W tiy0 7/ A J LM t1 T 5 "OF "° t3#ii4E" `t n 6T42""A NO2'25'S3'E a ITV EASEMENT I - , - p L..- c3'.Z8`:" �• ._y�y� to UTILITY .E S ,l ;. -.. {. _ _70' UTILITY EASEMENT zl� 174Y2'E 7.01E 1 /,- 10• nUTY EASEMENT _� 5 , - Pt# a2 e@ - # a200 # 4205 - - 1�6�4 - - - l ' t# 4204 1 75.75 - _ 258.30 - Pt# 420 502'3047 W nX Umm ' I - m,127 - 240.45 b 'I't00 kO-j 1 WE 6396 ^• -Wit# 420 Pt 4 02. ' " N 5 12"W NI N I /04 •rj ID t S42' 48 S87'3i 12 E I ID { N87'341 T OF BEGINNING I 1 ifi.09 1b1OO;SOXsozzsaa vr�l 1$ q" W ► PMASE 2, PARCEL I5 I S02'25'48" { �' w 7.a2' $I la 1q I I 5.00' El 3ss2.s * II T F �INNI14� t •F NA 2. P/ xi (n 12- SETBACK ni la o I H 1 12 SETBACK I $oz254D'w 23,_or y- I� + to' unL EASE. W D I Tn wl 5• U111JT1' EASEMENT -• IT SETBACK iO610' 1 T- 32• 'U -i 3 to ! +I z I a 5 trnm EA LENT Pl I v 4-9ti'00' a N C A d�40'CJ'C0" R W , Ct-90'�`63' a Q, 'y l 1 ZjpO` UTILITY EASEMENT R=20.00 R=20.00 F .1 I$ �y_ CITES t R-20.00 sr v1i�49o16 zl.' 5' U71L. FAS6 Tanm=00 i Ton=2Q00 ' �I IF 4 60 ASQ' Ton=20.00 l 40 + D 1 1 cl L-31.42 Pt! 1�?© L-31.42 ���.� { 48„• SETBACK NarJ34Y24'H2W Pt{ 194a ,.y I REFERENCE PgIN i "' _6r*u-yFt1!'9009 N'rss'��� FES ,900 M vi I DISC IN PAVE y 225'4$"E 68- � a TV UTILITY EASEMENT N 5' 27S.O0' H I N 148502.736 PV 19m2 P10 19011 X ' Pt] Iwas w4 ,9ooT P1/ E 1213498.33 P LY1277.43'16" so215st1�W h _ - ; tarzswrE MONROE STREET _ SDzzS E 12135 I ELEV.=322.0611 T & .20 ,4D.00'N, - - 366.W N 147 Sa,6 44' C •,�. N /84.19 E 1213479.4107 M FENCE E 121 .865 1` mg 99m3 - - N \ ---- R--------IVBiW-5$2�1- 390.0/' - �r----- -� DISC i CDR. I \ 91.2b' �L- IN PP a _� - ! 5' UTILITY EASEMENT 1 I ,I#./�' 5 U1N7Y EASENEN7 74' SETBACK /" ,E1 UTILITY EASEMENT W F `�`] 1 I i4' SETBACK i iRlh .4 < 66.33' w2-- 41'VI I82.24-gj - JA WI 1�11 M,;2'41TL JWL------JL-------- C41-----92.1 ,�L 55.19'-� --. jr 10' UTILITY FA4iIFNT-------------- 3� h 2 10' UTILITY EASEMENT 1 - 63.73 W� F 1 - - - - - 369.31' SSr3419'E + �-so2Ss'G i34.�, $6.07• - &76 b10 a� O9 c3(y. 2 A °Td'.�'/A31m 4;. a74 ;, Ptlf 7 Pt/ 6 18 "'h�sl Ix S 9� /t/'?�i �- t�000-_-J NO2'St'Ot"E L- s5.62-1;1 fc___--_-__--_-- _ 6LJ 3 354.97' IV U7RttY EASEMENT-�' L - .- - - - � J a 15' UTILITY EASEMENT �•15 Pt/ 5 IV U70.ITY t DRAINAGE EASEMENT Pt# 4hqe leg - - _ no.1H& _ NO2' 1'01 "E 430. W P 3 7t0-PIN P.2342 t/ 9 Pt/ B H FOUND E 1 t3369.3480 FOUND ( o NO2'23'04"E 140.00 IROM PIN 0 9�50 IRON PIN FOUND N 1483D2.2073, N 147871, 161 IRON P FOUND E T213345.367Sj `7/1�i �1 E /2t332Gi.44U4 00 E i2 33 8 1isi�,� Q'; bg N 1 369 9/M.25 (mil ® CJ O C) n�0 E 12 3313. � � z 1 z I f3LIHl. p' 5 NINTH b1110 0 0 0 o I 150 0 0 O 13L CK -4 o (SK.4 .110) 0 >� to FOUND C MONUMENT Z Vnf2NE 1/4, 7'T-1- N, t 89.44 z DEED t29 .V) IN R-12-w 9 Pt 4268 E 1214471. 75 584.44' 15' UTILITY 8 DRAINAGE EASEMEET r-----------------------------------------------� g ! l� 1^ -� E 1214400 �� Q 3 l � '1 bs i I r ucly PAGIS MONUMENT #1004-0188 I Y� ore Z l A ALUMINUM SURVEY CAP =4I n O N 147180.64 az7a 'I E 1214259.37 ( ^/ b POINT OF BEGINNING ELEV.=360.03 "I =PMIXL2 02"----'2S'48'E-----_----394.81'----------N202-- Pt/ 19000 _ -- '386.:9'tt EASEMENT - - - ------ ----------so 00 -- - ` 1 ts` o #4 az i T-21.96 tI LL & - 32'Orta' \ �s L ® 43.66• T - 34.55 8� S1 \ \� 12. L - $7.27' JEFFERSON ST. 0.00' \ V .� H. 5V R.O. W. 1,42' 1 A3 Ti7.06 4+o I I C4 1 z N I 1 w I RI (. STATE PLANE COORDINATES I DI n y R P .t tNT - lEW2TNT1t. F TituFi 5 I 3 147872.0414200D 1213317.359750010 FIP 4 t47871.71606399 1213326.44436"e FNDPNT ( E i7v Z yy V 3 5 148302.20725991 1213345.367576W FNDPNT I El N i y A,- 6 1413m.23423936 1233369. 25296423 FNDPNT -. 4 7 147T367. 3208M62 1213372. 25296423 FNDPNT E 12144100 ,FE • 8 14$X%91398465 12133312M2510 FNDPNT 11 �L1 P Q n 9 14650%79337407 1213319.21516561 FHBIPNT C ^ qr0 42DO 148169.53D14403 1213651.70314787 FNDPNT 1 42M 149224.48MOM 1217,54,903314%5 FNDPNT l i TOO 4203 14 M. 4761R694 121MU. 24514972 FNDPM7 4204 1479M 6230980D 1212657.15403610 FNDPNT 1 �• 4205 L48168.85157649 1213667.69010198 FNDPNT 1 O F4� 4M 148M 794014" 1213670.31903879 FNDPNT P Q8`D,]C 4207 1484M 84173624 1213681. 63701547 FNDM l « 15. 42M 1484n 03609M 12,3681. 94317203 FNDPNT 1 4210 147671.96022M 12,3753. 45941707 FNDPNT ro l 0 7t# 4247 / h'• \ 4211 1478M. 66028174 lel3761.9083I389 FNDPNT - * 4212 t47a33. 4$',♦Q3$33 1213764. 065l309S FNDPHT W N0 E 10� Pt# 4246 4212A 147653. 31424075 1233769.06147535 SETPNT l Q .yt. 36.48 Pto 1 �\ `S.3j. 4213 14792& 77751234 1213771, 05100943 SETPNT •1 v L25_40�.t'H3 11�o0 \?'3g\ gip. • 4214 147723. 91924338 1213790.514006M FNDPNT ry BO 2 ,q 4247 147772. 93277770 1214011. ZU36M FNDPNT o �0' 4258 147760.89.116764 12142%.94663968 FNDPNT h �NO2.25'48"E 7� 6\ 19WO 3476W. 10342702 32142M SIM3580 SETPHT I M; m 30.76' 9T5�� 04, Pt# 4243 T9001 147664. 00364431 12140p6. 748949U6 SETPHT I r� iw a 19002 147804.0808M 1213752,22133837 SETPMT N wA = 55*30'00" \ 19003 147813656=13 1213523. 31022704 SETPNT 1 '- HI o R = 2000-.S 1 .ham O �\3,1, 19004 147794. WaCI1647 1213W2. 48WI234 SETPNT •- T = 10.52 O \ ' \ 19D05 1476112. 9e461000 1233497. 74423775 SETPNT I YYY 4j c4' 19006 147863 611069W 1213WS. 43WISSO SETPNT ! L = 19.37' ? S3 J 19007 147894. 44108133 12135W. 296M175 SETPNT 1 to N64'40'48"E Pt# 4231 �O -is 19M 14816a 19073769 1213S17. 99847833 SETPNT 1&62• � 6 19009 148179. 32475435 1213538. 82849303 SETPNT 1# 42229 \ 4 ��1•��' _ 60 ",3•%y 19010 148229. 27979DSO 1213540. 94848187 SETPNT \ 1 19011 148eSo, 109SOM 1213521.91446774 SETPNT I O d0.& # s228 19013 149318L 555MI1 1213474.E 667981 SETPHT 4`36•nv�- \ ?S• i 19014 477%.61MM7 1213452, 52417137 SE1PNT 19015 '1479M 40937212 1213314.5212]347 SETPN7 �t7 19016 14849& 553MIGS 1213574. 67452404 SETPHT 27'oa• STn1F �83' \ \ 16 a. F\ z 5 E 1213800 i✓ Pt# 4214 a � � y0i \ \ I it O'• \ I m 41.40'& = k13'40'32" k'P 4210 t R= I N 121:577 .6 5 \ T = 76. f' E t213778.6887 \ LEGEND 1 3 r\ t I o aau93fi?l \\ \\ • PLACED IRON PIN I T 1 l L- 27.17 ro \\ O FOUND {RUN PIN I n T \ \ i GO 0 xI lftl "� \ ■ FOUND CONIC. MONUMENT I Z �f1 _ o- j .. 5823219,E _ -, \ \�'\es• 1 ! 9.92' k I 1L1 �e4-111450 , 5 UTL EASE \ \ \ \ \ i l �12- SETBACK �I 1 [n AL DESCRIPTION A TRACT OF {AND LOCATED N 7fi NORM 1/2 OF THE NE OF SECTION 7. T-1-N, R-12-W. UTIE ROCK, PIAASKI COUNTY, ARKANSAS MORE PARMCIAALY DESCRIBED AS FOLLOWS: QVERALL PHASE 11 LEGAL PARCELS 3, 4 & 5 COMMENCING AT THE SE CORNER V 1/2, HE 1/4. NE I^ J SECTION 7. T-1-N, R-12-W. THENCE N022V03•E A DISTANCE ` OF 1209.44 FEET 70 A POINT; THENCE N8r28'54'Yt A DISTANCE OF $43.53 FEET TO A PONT. THETNCE SOV304PW A DISTANCE OF _ 7.00 FEET TO THE 'PONT OF BEOWNHNGI THENCE S02'30'41'W A DISTANCE OF 25830 FEET TO A. POINT; THENCE NBr3WI12•W A 0WAMM OF 16.09 FEET TO A POINT- 7FIE,'tCE Som'4eW A DISTANCE OF ISO FEET TO A POINT; iiNS6r34'12-E A DISTANCE OF 16 FEET TO APOINT, THENCE SW30'41'W A DISTANCE OF 240.46 L FEET TO A NOT, THENCE S6r3VSO"E A DISTANCE OF 114-W FEET TO A PONT, THENCE SOMW48"11 A DISTANCE OF 70.53 FEET TO A POINT: THENCE N$r34'12'W A DISTANCE OF'4.00 FEET TO A POINT. ' THENCE SO2'4*48'17 A DISTANCE CF =07 FEET TO THE P.C. OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50 FEET AND A CHORD BEARING OF S19'67'561 83.78 FEET; THENCE ALONG SAID CURVE 99.32 FEET TO THE P.T. OF SAID CURVE: THENCE S361W48* T A DISTANCE OF 65.00 FEET 70 A PONT; THENCE N87'31'32"W A DISTANCE OF 253.95 FEET TO A POINT. THENCE 1140225'48"E A DISTANCE OF 111.70 FEET TO A PONT; THENCE M6r35.50"W A C%/1CtiN11'Y MAP DISTANCE OF 18a12 FEET TO A POINT; THENCE N0220'04"E A DISTANCE OF 69.69 FEET TO A POINIt THENCE SBr5 W'E A >z�: ,-•1000 DISTANCE OF 9.09 FEET TO A POINT; THENCE N0231O1"E A DISTANCE OF 430.91 FEET 70 A POINT: TWINGE SWIM050E a - �t)RVEYOR'S NOTES DISTANCE OF '24.00 FEET TO A POINT: THENCE' NW231'01"E A DISTANCE OF 66.15 FEET TO A POINT THENCE N8718'S4'W A DISTANCE OF $9.02 FEET TO A POINT; THENCE M21$04"E A I. INSTANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL INSTANCE OF 14MOD FEET 70 A PLANT, THENCE S8718'S4'E A PORTIONS THEREOF. INSTANCE OF 255.81 FEET TD A PANT• THENCE $83'45041 A OW 6A826ACRES OR 28LW SQUARE FEEFEET TO THE PONT OF T. MORE OR LESS 2, BEARINGS, ItHO COORDINATE SYSIEU6 IS BASED UPON PAGIS YOMINENTAlOON, PARCEL 2 3. IN ACCORDANCE wTH FLOW INSURANCE RAZE MAP - COMA04CING AT THE SE COHfER W 1/2. HE 1/4. NE 1/4. SECTION 7, T-I-N, fin' PANEL M MOR 050131 OOI$ - REMISED NOVEMBER R-12-W, INENCE N0223"03'E A DISTANCE OF 584.M FEET TO A PONT. THENCE 3, 1993. THIS TRACT OF LAND 1' HOT LOCATED VIM THE 100 YEAR FLOOD PLAN. NSr3412"W A DISTANCE OF 109..00 FEET TO A PONT,POINT OF M 1101N7G; THENCE 802'2S'49'FI A INSTANCE OF f08,OD 17tT TO A.PNIT; 1NE710E H18rS4.12"1W A a THIS PROPERTY S ZDIE7D PRO, - PLANNED RE,'BOENTW. DISTRICT. . DISTANCE OF 2733.83 FEET TO A PONT; TFaWCE' NO210.20'E A DISTANCE OF 109,02 FEET TO A POINT; D09M S$r34'12'E A DISTANCE OF 28a00 FEET TO 5, EASEMENTS SHOWN WITHIN MADISON NEWTS SIBDM90N THE PINT F BEGINNING. CONTANNO 0.710 ACRES OR 306947 SQUAW FEET, BOUNDARY OUISDE THE PHASE i NO PHASE I {NITS HAVE BEEN DEDICATED AND PLATTED AS A PART OF MADSOM HEIGHTS him oft SOBOIVISlG1 - PHASE , AMENDED AS FLO IN PLAT 90M F. PARC PAGE 7". OON ENCNG AT THE SE CORNER W 1/2. HE 1/4, NE 1/4, a ERROR OF CLOSURE - 0.000 SECTION 7, T-I-N. R-12-TN, HENCE 14027031 A DISTANCE 7. NNOHUMEINTS DESCRIPTIONS ARE AS SHOWN ON THE LEGEHO or 120.44 FEET To A POINT; THENCE H672W$4'W A DISTANCE AND ON THE DftV". OF 84W FEET TO A POINT, THENCE 302'30'4t"W A OISTMCE OF 26&30 FEET TO A FONT, THENCE 10734YYW A DISTANCE OF 16.09 -FEET TO A POW$ THENCE' SO212V48'W A DISTANCE NOTE; VMS PLAT PREVIOUSLY RECORDED N PLA7E0OK F- PACE OF SS FEET TO 11E POINT OF BEYNR71NG2 THENCE 302'2S18'IV 818 ON 07/117/00 AS MADISON f18GN1S SUBDIVISION - PHASE 2 A INSTANCE OF 5 FEET 70 A PO81T7 THENCE Wr34Y2E A / A '41'W A OF 6 FEET 70 SOY30 DISTANCE PUNT THENCE OF .FEET A T-7H1@11N:-58733'30"E- _ DISTANCE 240 TO PON . -� ii':OSTNICE CF 4%, FEET 40 A"M "7 ENCE $02254WIN ' CERITIF`ICATc' OF OWNER A DISTANCE OF 70.53 FEET TO A POW: THENCE N87'34'12"W A DISTANCE OF 242.85 FEET TO THE P.C. OF A CURVE: THERM ALONG SAID CURVE TO WHIT mvime A -RADIUS OF 20 FEET TYE. THE UNDERSIGNED, CIW4QN$ OF THE REIN. ESTATE SHOWN .... AND A CHORD KAROO OF N4Y34'TYW AND A CHORD DISTANCE AND DESCRIED WNW, 00 TERM CV MY THAT TIE HAVE OF 2a2$ FEET TO TIE P.T. OF SAID CURVE. TH DICE NOIW46'E LAID OFF. PLAT/FD AND SUBDIVIDED, AND 00 HEREBY LAY OFF. A DISTANCE OF 270.00 FEET TO THE P.C. OF A CURVE; THENCE PLAT AND SUBDIVIDE SAD REIN. ESTATE N ACCORDANCE NTH ALONG SAD CURVE TO LIGHT HAVING A RADIUS OF 10 FEET - THIS PLAT. AND A CHID WARNG OF N4723'46•E AND A CHORD DISTANCE - It OF 2a28 FEET TO THE P.T. OF SAID GIRVi; 1lEM:E 58T'34'12'E a N- e2897' 9I#NED _ A DISTANCE OF 11&19 FEET TO THE PUNT OF BEGMZ CONTAINING 1.260 ACRES OR SOI8M SQUARE FEET, MORE OR LESS DOE OF ItIMCUTION RAMIE: HOUSING AVW 1M PAR 4 ADDRESS. ROCK AR SOURCE OF RILE: O.R. BOOK 278, PAGE 353 - HST. NO, 57095 QQIBENCRIG AT 111E SE CORNER W T/2, ME 1/4. NE 1/4, SOURCE OF 7H76E: DR 000K 2M PAGE 554 - NST. HO. 570" COMMENCING 7, AT THE R-H2-IL HENCE- NO2 E 1/4. A DISTANCE SOURCE OF TITLE: D.R• BOOK 27& PAGE SS4 - HST. NO, 57097 -HST SOURCE OF OF 1209.44 FEET TO A PONTI BOOM N9M%4-WH A DISTANCE TITLE DR. BOOK 27a PAGE 60. NO, 57098. OF 84A53 FEET TO A POINT; TENM INIV30`41-W A DISTANCE SOURCE OF TITLE: DR BOOK 2M- PACE 177 - HST. NO. M" OF 265,30 FEET TO A P061T, TIPANCE N8r3442'W A DISTANCE SOURCE OF TITLE: D.R. BOOK ON, PACE IS OF 16.09 FEET TO A PONT. TH EM= S02'25'4WW A DISTANCE OF 60 FEET TO A POINT; TIEING£ SB734'12'E A DISTANCE OF CERTIFICATE OF RECORDING IS FEET 70 A PONT. THENCE S0T36'4YHV A DISTANCE OF •'J'�] 240.46 FEET TO A PORT: reen SSr33%QM A OWANICE OF tM5 CIO2. 10 1J'6 1 Fam FOR IN.QO FEET TO A PONT. THENCE So215'48'W A INSTANCE Of 70.53 FEET THENCE NBr34'12'W A DISTANCE OF 4AD FEET TO pq -pgpl ypg� �+ PAGE 98 i , PLAT BDOK M1. THE P.C.T� 1SFb�iHEAPOINT��ce +tea FTHEN E CAR OLI N, S 1. Chult Ccun Y Clerk a Rt;G"t rddiI ALONG SAD CI RVE TO RIGHT MMNG A RADIUS OF 50'FEET AND --_._ _. ORD -L- A CHBEARING OF S195706E A DISTANCE OF 83.78 FEET, HENCE ALONG SAD CURVE $9.32 FEET TO THE PX OF SAID CURVE: THENCE S3633'46'W A DISTANCE OF 65.00 FEET TO A PONT J\ 1ND" N87'31'32W. A DISTANCE OF 253.95 FEET TO A POINT.. CERTIFICATE OF ENGINEERING ACCURACY \ THENCE N021B48'E A DISTANCE OF 111.70 FEET TO THE P.C. OF / A CHIME: THENCE ALONG SAID CURVE 10 RIGHT HAVING A RANDS I,��� Le.Nds�F1�! NORM CERTIFY "AT OF 20 FEET AND A CIOFD MEANING OF 1111472W48'E AHD A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAD CURVE/ THIS PLAT CORRECCILT REPRESENTS A FLAT YAOE 0Y W. AND THAT ENGINSE4 NG RE+XIIREAENTS OF THE LITTLE INEHCE S8r34'12'E A &STANCE OF 226.97 FUT' TO A PONT. ROCK SOBOTTSION RULES AND UEGAARONS HAVE BEEN HENCE S8232'n E A DISTANCE OF 9.22 FEET TO THE PONT COMPLIED WITH. OF SEGNDNNG. CONTAINING 0.857 ACRES OR 37,325 SQUARE FEET. 44/O&-, MORE OR LESS. DATE � EaCUTION MALN. REGISTERED ENQREER No. a to 3 PARCEL 5 ARKAMSAS CC4INEM NG AT THE SE CORIER W 1^ WE 1/4. WE 1/4. CERTIFICATE SURVEYING ACCURACY SECTION 7, T-t-N, R-12-11, HENCE "=VO3"E A DISTANCE , OF 1289.44 FEET TO A POINT. THENCE N87'2854"11 A DISTANCE MOM CONTIrY T OF 80.53 FEET TO A PONT'. THENCE SO230 11"WT A DISTANCE OF THIS PLAT CORRECTLY BOUNDARY SURVEY 7.00 FEET TO THE POINT OF KGW Aft HENCE SDY30'41"WI MADE OR VERIFIED BY ME. ALL MONUMENT$ REQUIRED A DISTANCE OF 258.30 FEET TO A POINT: THENCE NBr34'12'W A ACTUALLY EAST AND ARE CORRECTLY SHOWN HEREON AHD DISTANCE OF 16.09 FEET TO A POINT. THENCE SOM48'W A THAT ALL SVRVE NF, REONiNDIEMYS OF THE LITTLE ROCK DISTANCE Or 5 FEET TO A PINT: 1HENCE 111873WI2'11! A SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPUED DISTANCE OF 113.10 PEST TO THE P.C. OF A CURVE: THENCE ALONG SAID WRVS TOM RIGHT HAVING A RADIUS OF 20 M ! 0e 1� n . �� FEET NO CHORD BEARING OF M4234'12'W AND A i7HM , `" - DISTANCE OF 2a28 FEET 70 THE P.T. OF SAID CURVE. THENCE DATE OF DECUDON NAME. HO225481 A DISTANCE OF 66,39 FEET TO THE P.C. OF A CURVE: REGISTERED. PROFESSIONAL THENCE ALONG SAID CURVE 10 THE RMT HAVING A RADIUS OF LANDSOIRvrm 3a00 FEET AND CHORD BEARNC OF N8r3442 W AND A CHORD DISTANCE OF 50,00 FEET 70 THE P.T. OF SAD CURVE; THENCE AIiKAPSIiR 50216'407111' A INSTANCE OF 522.41 FEET TO A PONT. THENCE N VW'50'W A DISTANCE OF 138.12 FEET 70 A POINT; THENCE CERTIFICATE OF FINAL APPROVAL NO2'20'04'E A DISTANCE OF 69.69 FEET TO A PONT, THENCE PURSUANT TO THE LITRE ROCK SUBDHNMgN LANES AND S8756'S6"E A DISTANCE OF 9.09 FEET 70 A PONT•, THENCE REGULATIONS. AND All OF THE CONDITIONS OF APPROVAL NO231'01'E A DISTANCE OF 430.91 FEET TO A POINT, THENCE HAVING BEEN COMPLETED. THIS OOCHA*xT IS HEREBY .•. S6r40'35'E A DISTANCE OF 24.00 FEET TO A POINT: THENCE ACCEPTED. THIS CERTNICATE IS HEREBY 0MOUTED UNDER pppp R02'31'IN'E A DISTANCE OF 66.15 FEET TO A POINTI THENCE TO A PONT. THENCE7I6�R THE AUTHORITY OF SAID RULES AND TONS. ]� N N6718'34'W A DISTANCE OF SA02 FEET I0Z (SHOED) NO2'23'Q4'E A DISTANCE OF 140.00 FEET 10 A PONT; THENCE O p $$r; '54'E A &STANCE OF 2W61 FEET TO A PONT; THENCE DATE OF EXECUTION 4R. PLmmo- A4a, `' SWIW04'E A DISTANCE OF 107.60 FEET TO THE PONT OF KGOMN6. OOIBR85NON 1 Y. NN CONTAI G &M ACRES OR 139.804 SQUARE FEET. MORE OR LESS. aQ�' GRAPHIC SCATHE ti fP , ` INO - '� ac 1 a900000" W� z \\ \\ 1 a PAVEMENT N 147 24. 1 Ton=20.00 f \ \ \ B/C tJJ �q E 127348E 302 { L-31.42SETBACK sETBAC\ HID2T/2 E 1213500 " END - - APt# 19005 47.06' \ \ N07 �44 E FENCE MONROE ST. 1900a 2 4i1. --- N029'�•E -.'----------s----tea - 340.6Y rNox43 aa'E 107s6'04.1 \ \ \ Pjj 19014 N I z I ! --348.06-..-------------J L--------215JT--------� ' - ! Pt/ 79015 IV UTILITY A DRAINAGE EASEMENT 11 NOZ'20'0 "E 65 188 (DEED 651.3') FOUN NIX # fo L3 M� i\ 15 N 147872.04/4 1 )1V V 1 fo t� CITY o� I� '1 I, SOCK 4 E 121�317.35" (6) o 9K.4 PG, 19) o GJ Q o h o o ato o o l® o f z z 50 R.O.W. paj sz 1L S RIND CONC. 5NOWNT 147221.7014 1213290.84118 0 POINT ( IN FWF ) 1 inch - 60 '!t DATE I BY I DESCRIPTION I DATE SHT REFERENCE STER� 1w 4 ••••••••• °00 FINAL PLAT ,.� ,.•• STATE of ••.. -.- ' MADISON HEIGHTS SUBDIVISION -PHASE 2-AMENDED S1 ONA1(11 ° The Housing Authority of the City of Little Rock i �: r•;E,� •�,: FENNELL / PURIFOY ARCHITECTS F O •''•VA.. ' S �` -- .*AIr vA:�9 1•�, DATE: MAY 14. 2002 DAEE: •HN1N NMI. ENGINEERING HNC ACC SAT-""E'' v1EW PLOT IESYGNED BY: KDV _ ENGINEERS 'PLANNERS °SURVEYORS • PNOTOGRAMMETRISTS IRAINV BY: JHM 201 MOrkhom Center Drive PROJECT tf 9906043 :FLECKED BY: DRV P. 0. Box 25037 • Uttte Rock. Arkonwo 72221 PF°ROVED BY: D V (501) 227-7117 Fox: (501) 227-5755 SHEER: 1 of 1