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HomeMy WebLinkAboutS-1146-B Map 3REFERENCE POIN IN CONCRETE AI-148456,7733 ---------- 1214524.6604 ELE �f .! 327_94 ar�4,dot POINT OF 1 Id ARCEL /1 1 b I 60• UTILITY a rj I DRAINAGE EASEMENT W N8T33'S4"W S0223'03" ------ 11008' 100.H DISC IN P O 0 0 N tb 705,00' 15. S. FOR. p = 48'51'38" _ 400 REFERENCE P01 R ®38.00' 9on5'oo" d P DISC IN PAVE�tE!NT +qT - 75.11' T! 17.26' a7s.11 3 W l 3T % N 148465.0910 i _ L 32.41' �- L = 117.92' n e 3 LL 4401 54001 427 a' SETBACK _ 12�4d� P%- _ - ttTl7trEASEMEI,--___-___-_-_-_-655>L_ r;, Ei 'r -� - ------ '= r1-I F lELEV.=328.21 i �' ----------------- _w.38'-------------------------------- _I Ia l 1 1O / �___________________ 14------___- {.J(1'4L�.j'49-"{. {; ZF I t 7 /r', `' n= 228'51 ''30'� ,)EFFERSON STREET N f47�,,, Pt6 4274 N _NO2'25'49`E 96.56. S ' LJ " 31,43• E t214337. 32 E 1214321.8349 1 J N 14 .. 1 -I-- R a 38 3 S02'25'49'W E 1214379.9242 1 I 10' U7WTY EASENIEtHT I _ "_�_-_-_-_-_ -_-_ -_- rr'---•---__----- . r, T S02'25'{9 W 14Q00 366.00' 45.00' % POINT OF BEGINNING 81.35' I ' % ;` 151.79' 66 38' P.O.B. _ �qt N4234'1 ,_-PAR"' 42W,_/j____ NO2�7 p56150'00'V✓ POI/ 426t I542'34'11'E Ptl 4260 PARCEL /4 NO2 5'� 9_"E 2a2tF N ved "' ------------------ N 1483tO.3326 , 69.20' I 2a _ __________ _ _ _ 00 ______ __ C _9 _r____ _____ono» __-_______________ __ _ _ ___� __________________________________________. E 121434 892 l \'., % Pt[ 4262 S47'2Y49"Ilf� '•., I 5. �,TrXgviVS'7F9Mw "2'76'.Q� _ - 5�7'2_S a9 t '€' t0 \'" /A 2a28T Pt/ 42i t • ' W'a%'^' :14' SETBACK W i '- 2a28-I �' I rl 50� \ ta' SETBACK _ % r' t/ 4257 14.56a�., -. t I 89'59'59" t I 1 R 20.00 ';40 19 w 89'S9'S�t N I R - 20.00' I t°DI T = 20.00' (a r.a . to R = 20-W �I 90.00'0011 T= 20.00' R W L 3t.42' V UnuTY EASEMENTT a 20.00' 20,00' I I'! %% 2 25' 9"E L 31.42' 0.00' a I - L! 31.42 s 2$_ No 4 1 1. , , : - �-'1-' `_____------------'----- 02.------_, L- ----' 87.Q2---------- --_� 1.42' { �'-i I I I UTUTY EASEMENTTST34'11•W i W. I I _ _____ __ 0.88' 2B UTUTY EASEMENT O S4 _ 1$7.93 ________-______-_, EASEMENT ; ;",7�OU• l 3l W; 1 T I 61.50' 10.00' 8; Co j "_ I j I � "' I I C4 11p7i J: �I IP Ni i I a mi l �^, I�I 3I m 1I g ;() w 1 Z,'O, C�J y I" I ly' !' 16 N a NI { R�'R_�QY "Y • W t I V' '�• V7 I i tJi P E a, In % n I ' z I Y I T I'l, I HO "r , W I I� G 1 Q• ti i Mi iWi1N H., M I N0225'4$"E ,a0'o', z: , I Z 2 ', NO2'27'45"E_ 71.74'' ,j I t_ ___-_`�_6! -_-`-G1.0`�i bi WWI try ; F i - ' ^m 4 , TO VTAJtt EASEMENI•i F 10 UTILITY EASEN__ENT \Y, r ( T W rT ! a N 'F, W ' r 1 2 1 71.7 W L I wL m 3' 5' UTIL EASE. 5 r 56.50' M LJ-_-_---___-____-- N 54.05 N 02'23' 7"E i ri Lai 9.� l>% •Iv g I ; , M <%5. � I ��S''' 1� fail - OD Nn i 1nw m fji• o_n �: I:a ,� I 00 nI OD E: m Iw -lam 6 1 i z m' (�rR_ J .- I 1Z ZI I I a F� iv ni' l� .�5•, PSp-F n' �= I y 170, frI 1214100£ 14 m • or, t o f uil ' uwi I T e- j l} lm ,L,g. N I N Fm ; 4. �� I I ,�•, - l 'I n W 'Ce3 1 ^Z07- •1ST' / P If. l N0275'49E i 1� I tv r i 5 1/:4�48 . 20.00' ; I Go l , NO2-25'49"E z y -, N r n N ; W .� Y 0; "r 7.58' 20.38' 4V l I •,tgl i_1 `___• 66.5T z Pt/ a247h0 !' ,F: :� 4?1 ri I R7w 50 28 W 11$:7,4 Ptp 4246 Zi ' � l ING225'48'E HBT34'12"W I ' �_ I 56.50 I f tea°° "°15 ` ; I , l.'Oo p '� ' .r_____________ aT' 38_65_ a 25.40'TYpO,'o� W V UTILITY i 9. ' 10.55' r•1•CU % I ___ i3___-_____-__________110_16 __________� 'r Ic_______. Jg?, L____ ______________ -' % I EASEMENT; ----------- -" ' l UTILITY EASEMENT ya'�"V 4%`•, O" 8 I , 10' UTILITY EASEMENT-_____-________-___ -_ _________________ ____,. __ .___-_ ____-____�_____-___T_; ( N0225'48"E 9950• l l NQ2'25'48"E 193.50' ____ l ' �V NO2'25'48"E n 9008'42" sofiv9' NBo s469E000900t1' _ 4e W ! I l I p= 90 UO'00" 3 1 ''� uI . I a 00i I i = 25.06' 30.05' R s 20.00' % I ' R ' 20.00' ��% t T = 20,00' gym; ; ^ "ml w & = 55�30�00" III h; ' T 20.00' I l I I T 20.00,' 5 unuTY EASEMENT m l I of - t- 5 to i L = 39.33' N; : = ddt 424o L 3t.a2 �2 : L = 3t.42' R 20.00' v 1 r3o'o9"E H v, ' L 3t.42' a 'I N N47'26'48'E Z l l , PtH/ 4216 T ! to.52' �i • III,1TBACK N42^,i4.1 NO 42 1 t 10' UTIITT-EASEMENT 14' SETBACK F442�'IY'W i _540' 10_UTI, I�tt EASEMENT _G_- -ITS __ _=�_- .'. yI=a28--__ --'y r ________ __ _ ____r__ -�__ __ __f_____.' '' Pt/ 4 L a•40'48'E• __ ___ _______--_______-_____� L______ ____-_____ I Pt 423E NO2'25 48 E 276.0D Pt 4230- I 18.6Y c3•Y. Pt# 42 17.71' .- P NO2'25'48"E 207.14'Pta u 1 t8 . IS N 147892 .5985 ?� E 1213897.7515 NO2.25.48'E MADISON STREET N0225'48E ry sf 1.1,z, _-_-_-_-_-_-_-_-_-_ 366.00'-_-_-_-_�� _-_-_-_ \ 9d•bf'-\q�4- N 148514.3634 N 747823.4465 I \M�0/S - NT'•`,� E 1213911. I E 1213882.2332 04, ' ;� PtM 4227 Pt/ 4226 I Pt/ 4225 Pt/ 4223 9�g3, `\ 7.7 S0Y25'48 W 207.32 Pt/ 4219 �1 --------- ------____-'___-----------_-__'--_'____'_____'-_ '- -_ ----C�-O ___-____- --=-6J� 4'25'a8"w 27 00' r}�- ` SETS _-_-__S47i5 •• Pt{ 422}] �. - CALT711 1�1'-EASENE7F-'�14' SETBACK l � S 18. 9� \ { csaxz 3416 za2a `y i n = 90'00'00" �; \ 90300'00" ; I = o°� �' 11" p : •00'00" 7 I = R = 20.00 I•a% R wo R 20.00' n°L' °I 5' UTILITY EASEMENT I+il W = \ R 25.00' m T- 20,00' al Im m R 2 00' r I \ Pt 4214 h iT! 23.39' i - l;m ?g 00 334"W e T = 20.00 '' L No3t s3?E too.32------; :M %� L ®31. 2' Fe 8 9. ry T 30 E L 31.42' I ._ I_ __ rz5 a 60 h 4y % L ® 37.60' ,9R�t-2�r�0a 8•�_______ ___ _ ___ _ _-.______"�75_`�'T_E______99.70•___ 5.et' l 25.00' N .TL ?3 :2 95.97' 'n Pt 421 _- ti - O 15' UTILITY EASEMENT 'l N '� ' E 1213800 l o I c 20' unutt EASEMENT _ -- - .e 4 ! Go h : , I ____ . _ _ I___________ 87.1$T-________� PtJ 4213 Pt/ 2 I <� @,f 9B" N=,r r________ __________ o __ _____________ __q__ ______ __, _ HO % I < % % Noz25 "E t44.34'-t V ^ MIS 4A I ,o' t79.94' 4W r; �.t , �nNO3o'25'48'E-- 21.40 i % p ='A13'48'32p7TS' FPtp alto Y a .J (D %till m I n N8T34'12"W f t 0' \ t m l N 147828.5063 ' t R= 50:0�• of N t H .IX�j 19.34' yI p A LU m I : "' I G r °vi I O1 6.4T1 o E 1213763.0052 T= 76.71 E 12 ^ b P % Z % tv l I- Cj o L = 99.32' /y O r a '9s4: i0 m , iii PGR ft'�. Q' +• cr, i ItF' •(3 �l mj 3 l R a 45.00' 34" , =:o: So I_ jm Y P F M : ,4 1• �4 Nip ,. ,,g2 c,,Q:• ; W o% o ; T = 14.01' 4vi % ^.�' M lL = 27.17' N`UB 1 �Mn�y4,'> 115' UTILITY EASEMENT M n n i^ ✓' ' NO2'25'53"E l % l'a 4g�•,, I i 63.88' 'T ^ ' l • �-.�--------------_- t0' UTILITY EASEMENT '� I z I,Mn 10. COI 'PUN EASEMENT ; "� Pt6 42 J i / 4205 . - r 75JS 258.30 / 4200 _ _ ______________ _____ , 4204 Pt/420 'y .33 NO2'30'41"E 265.30' r _____ 240.46 .�, i, 5Do, rPt/ U41207 Pt/ 4�n I Pt4 4�02 T.14' __2DzWWp 1 ;87.341 16,09 NO2'25'41 5.00' 8 0 0 rn n (01) OUf � Ifl (SK.4 .180) O 0 to n pti 42e8 1�89.44 Z DEED 1294. w W w IY % t--• 3 _ CCq 0 ^1 !C %` REFERENCE POINT - n to DISC IN PAVEMENT ~ l N 148502.7364 3 E 1213498.3310 ELEV.=322.06 E 1213500 N FENCE DISC !CDR. IN PP 1 W R w In tF% Nl a I NWl P' N 00 z% 7 o I 47 l r------' I of G LIMITS OF PHASE 1 N0226.44'E 382.79• p ` POINT OF BEgNNING o po OVERALL -PHASE 1 dl u n PARCEL /1A Ha rnin p� S ___ St326y2•I, /04 N N i ^ t%I 394.46• w:m 2lY PAGIS MONUMENT #1004-0189 ALUMINUM SURVEY CAP I N 148157.59 �I E 1213431.56 ELEV.=334.47 = 4 g4 FOUND LI ------------- 1 w`�----------------; a; IR014 PIN Z FOUND N 1 8301,2342 NO2'23'04"E 1 0.00 IRON PIN E 1 M3369o481 FOUND N 148302.2073 IRON00 ( Off\ y9 IRON FOUND E 1213345.3676 E t2t33 9. 52 .51�? 1NR01N PIN9.91 N 148367.32 E 1213372.2 k 0� E 3313.2(05 NO2'31'01"E 4 0 ' FOUND IRON PIN N 147871.i116t E 1211332�.444g N 1 I 1 i 12.70' 1- l r" E %3 co 10' UTILITY IRON PIN N 147 72.0414 E 1211317.3598 0 1 0 O 15' UTILITY k DRAINAGE EASEMEET 394.81' - -16 UTILITY EASEMENT 368. --- ___ 4243 PtF 4228 00 y 00 �w Q � N O rry n G E) I W E 1214400 l< la %41 PAGIS MONUMENT #1004-0188 ALUMINUM SURVEY CAP ^ N 147180.64 % E 1214259.31 1 ELEV.=360.03 - G = 15'09' R = 165.01 Y . T = 2L96' = 32'07'14" `S,?jS, L = 43.66• R = 12OM' - T = 34.55' L = 67.27' STATE PLANE COORDINATES POINT NORTHING FASTING DESCRIPTION 42 149456. 77325100 1214524. 66039000 PLUS IN. CO 4200 148169.53014403 1213651-70114787 SETPNT 4201 149174. 52564761 1213651. 91314794 SETPNT 4202 148224. 48068336 1213654. 033L4965 SETPNT 4203 148229. 47618694 1213654. 24514972 SETPNT 4204 147928. 62309800 1213657. 15483610 SETPNT 4205 148L68. 85157649 121366T 69070198 SETPNT 4206 148228. 79401486 1213670.31963879 SETPNT 4207 148486.84173624 1213681. 63701548 SETPNT 4 200 4 4 1 8 121369 1.94377203 SETPNT 14100 E 1 2 4210 147671. 96022995 71.96022995 1213751. 4594t707 SETPNT 4211 2 I 14 74 7853.48383 7 1. 1213 6 9093/389 SETPNT 4212 147923. 1213767.05542341 SETPNT 4214 94753289 147723. 91924338 1213790. 41 SETPNT 4215 147635. 1213799. 5140O SETPNT 4216 84887833 1478% 1213799.37576189 37576189 SETPNT 4216 147850. 96801J34 96WI734 1213823. 34715245 SETPNT � 4219 148166. 68170075 1213836. 74546602 SETPNT 4220 148216. 63673651 1213938.86546673 SETPNT 4223 147870.10203135 1213844 177L6704 SETPNT l 4224 148468. 81931595 1213946. 22964854 SETPNT 00 4225 148145. 85168617 1213855.87949003 SETPNT 4226 14W35. 77075052 1213859.69549131 SETPNT I 4227 148442. 9078515t 1213868.46600252 SETPNT l Q 4228 147570.84852711 1213805.625074L8 SETPNT 4229 147798. 39467907 1213914.03563004 SETPNT ; W 4230 147866. 7t003O22 1213924,10522424 SETPNT l Q 4231 14762a 53672259 1213925.37371010 SETPNT ; 4233 147796. 35989561 1213930.$7101896 SETPNT ' 4234 148142. 45968503 1213935.00753724 SETPNT 4235 148232. 37874939 1213939. 62353851 SETPNT n 4236 147845. 88001563 1213943,23923826 SETPNT Nri 4239 148439. 32772146 1213949.40607587 SETPNT 4240 148161. 59369905 1213956. 63755192 SETPNT ;0 4241 148211. 54873480 1213958. 75755253 SETPNT 4243 147594. 5L405183 1213961. 06242796 SETPNT 4245 148463. 24247484 1213974.50683739 SETPNT 4246 147654. 29573560 12I4006, 35205465 SETPNT 4247 147772, 93277770 1214011. 20236590 SETPNT 4249 14845R 9709/290 1214077.13980417 SETPNT 4250 147781. 72120223 1214275. SL262567 SETPNT 4251 147831. 67621874 1214277.93307976 SETPNT 4254 148L47. 38984315 1214291. 33279369 SETPNT 4255 149197. 34485966 1214293.45323778 SETPNT 4258 14776a 89118764 1214294. 9466396E SETPNT 1 4259 1478M 8tOI3200 121429& 76309007 SETPNT 4260 148126. 55972782 1214310.46679343 SETPNT I 426L 148216. 47877293 1214314.28324809 SETPNT 4262 148282, SM29366 1214317.09814761 SETPNT cul 42" 148M 68004/07 1214367. 05317267 SETPNT mi 4267 148463. 56706895 1214370. 18592300 SETPNT 4268 147752. 38722888 1214495.33127263 SETPNT 4272 148308. 72120943 1214381.25503442 SETPNT 4274 147758. 77118693 1214344.90167544 SETPNT !F l W ' W i m E 7213800 ' a i 19 %z io 1 I n �n GTi�7jY { O,Pq/N4 �F S�NFNT 15' UTUTY & DRAINIC£ EASEMENT "02 2°'° CH�N•LN !X # I � ; 0 13U. ilmr V I TH. ; 11"Y 0 LIT O (BK,4 P4, 192) ® o I�rr o 0 LEGEND • FOUND SURVEY DISC 0 FOUND IRON PIN ■ FOUND CONC. MONUMENT 1 LEGAL DESCRIPTION �10 A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE HE 1/4 OF SECTION 7, T-1-N, R-12-11, LITTLE ROCK, PULASKI COUNTY, {l " O ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS: FOUND CON . MONUMENT, V t1n 2, N 1 4, OVERALL -PHASE 1-PHASE 1 PARCEL 3 NE 1/4, SE 7 T-1-N, R-12-W BEGINNING AT THE SE CORNER, WEST 1/2. ME 1/4, HE 1/4, SECTION 7, BEGINNING AT THE BE CORNER, NEST 1/2. NE 1/4. NE 1/4. SECTION 7, 4 4 19 1 T-1-N, R-12-W, THENCE N 02' 23' 03' E A DISTANCE OF 584.44 FEET T-1-H, R-12-W, THENCE N 0Y 23- 03- E A DISTANCE OF 1289,44 FEET E 1214471.0 75 TO THE POINT OF BEGINNING: THENCE N 87' 34' 12" W A DISTANCE OF TO A POINT; THENCE N BT 28' 54" W A DISTANCE OF $43.53 FEET TO 484.57 FEET 70 A POINT; THENCE S OY 20' 26' W A DISTANCE OF A PONT: THENCE 5 OY 3W 41' W A DISTANCE OF 265.30 FEET TO A F-• 118.74 FEET TO A POINT; THENCE 5 37' 08' 49' W A DISTANCE OF POINT; THENCE N 8T 34' 12- W A DISTANCE OF 16.09 FEET TO A POINT, O W 75.00 FEET TO A POINT; THENCE N 5W 52' 53" W A DISTANCE OF THENCE S OY 25' 48' W A' DISTANCE OF 55.00 FEET TO THE POINT OF _ _• 46.00 FEET TO A POINT; THENCE S 3T 01' Sr W A DISTANCE OF BEGINNING; THENCE S Sr 34' 12" E A DISTANCE OF 185.00 FEET TO 1 6600 FEET TO A POINT; THENCE N Sr 59' 50" W A DISTANCE OF THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A I- p 168.00 FEET TO A POINT; THENCE N 36" 55' 48' E A DISTANCE OF RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 42. 34' 12' E AND 0:I 65,00 FEET TO THE P.C. OF A CURVE: THENCE ALONG SAID CURVE TO THE A CHORD DISTANCE OF 2a28 FEET TO THE P.T. OF SAID CURVE; THENCE LEFT HAVING A RADIUS OF 50.00 FEET AND A CHORD BEARING OF S 02' 25' 48" W A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; N 19' 5T 56' W AND A CHORD DISTANCE OF 9178 FEET 70 THE P.T. THENCE. ALONG SAID CURVE TO THE RIGHT HAVING A RAMS OF 2000.FEET 4T ' 48" W A DISTANCE OF 70 SAID CURVE; THENCE N 02' 25' 48" E A DISTANCE 11 .00 FEET FEET AND A FEET O BEARING a 5 25 AND CHORD I >b A POINT; THENCE N ST 33' S0' W A DISTANCE OF 110.00 FEET TO 28.28 IFFY TO THE P.T. OF SAID CARVE; TENCH N 8T 34' 12" W A A POINT; THENCE N OY 30' 41' E A DISTANCE OF 240,46 FEET TO A DISTANCE OF 59,34 FEET TO A PONT; THENCE N 07 25' 48' E A © POINT; THENCE N 8T 34' 1Y W A DISTANCE OF 16,00, FEET TO A POINT; DISTANCE OF 70.53 FEET TO A POINT; THENCE N Sr 33' 50' W A THENCE N OY 25. 48' E A DISTANCE OF 60.00 FEET TO A POINT; THENCE DISTANCE OF 110.00 FEET TO A POINT; THENCE N Or 30' 41' E A S Sr 3C 12" E A DISTANCE OF 16.09 FEET TO A POINT; THENCE DISTANCE OF 240.46 FEET TO A POINT; THENCE N 87' 3V 12' W A N Or X 41' E A DISTANCE OF 265,30 FEET TO A POINT; THENCE DISTANCE OF 16.00 FEET TO A PONT. THENCE N 02' 25' 48" E A S Sr 28' 64' E A DISTANCE OF 84353 FEET TO A POINT; THENCE DISTANCE OF 5,00 FEET TO THE POINT OF BEGINNING AND CONTAINING S 0Y 23' 03" W A DISTANCE OF 705,00 FEET 70 THE POINT OF BEGINNING 1.192 ACRES OR 51.937 SQUARE FEET MORE OR LESS. AND CONTAINING 14.205 ACRES OR 616.773 SQUARE FEET MORE OR LESS. O PARCEL 1 PARCEL 4 i•.I BEGINNING AT THE SE CORNER, WEST 112. HE 1/4, HE 1/4, SECTION 7, BEGINNING AT THE SE CORNER. VEST 1/2, HE 114. HE 1/4. SECTION 7, 1 T-1-N, R-12-W. THENCE N Or 2S 031E A DISTANCE OF 1289.44 FEET TO T-1-N, R-12-W, THENCE N OY 23' 031E A DISTANCE OF 58C" FEET THE POINT OF BEGINNING; THENCE 5 44. 05' 12" 1Y A DISTANCE OF TO A PONT; THENCE N ST 34' 12' W A DISTANCE OF 200.56 FEET TO 206.12 FEET TO THE P.C. OF A WIVE; THENCE ALONG SAID CURVE TO A POINT; THENCE N OY 2V 49" E A DISTANCE OF 90.00 FEET TO THE 114E IEFT HAVING A RAGiIa OF 38.00 FEET AND A CHORD BEARING Qi POINT OF BECNNNG. SAID POINT ALSO BEING P.C. OF A CURVE: THENCE Y 1 S 68' OW 00" W AND A CHORD DISTANCE OF 69.20 FEET TO THE P.T. ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A OF SAID CURVE: THENCE S 02' 26 49' W A DISTANCE OF 66.38 FEET BEARING OF S 4T 2T 49' W AND A CHORD DISTANCE OF 28.28 FEET TO 1 OAl TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING P.T. OF SAID CURVE; THENCE N Sr 34' 12- W A DISTANCE OF =.DO FEET v A RADIUS di 20.00 FEET AND A CHORD BEARING OF S 4T 25' 49" W AND TO Tiff P.C. OF A CURVE; THENCE ALONG SAW CURVE TO THE RIGHT HAW pO C IN 1� A CHORD DISTANCE Of 28.28 FEET TO THE P,T. OF SAW CURVE; THENCE RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 4Y 34' 12' W ATI1 A DISC O N 8T 34' 12' W A DISTANCE OF 335.00 FEET 70 THE P.C. OF A CURVE; DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N OY 25' ' HENCE ALONG SAID CIItYE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SA' 1 ACID A CHORD BEARING OF N Air 31' 12" W AND A CHORD DISTANCE OF TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF I 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 02' 25' 48' E A H 4T 25' 48" E AND A CHORE, DISTANCE Di 28.28 FEET TO THE D. i, OF DISTANCE CIF 207.14 FEET TO TINE P.C. OF A CURVE; THENCE ALONG A SAID CURVE; THENCE S 87' 34' 12' E A DISTANCE OF 335.00 FEET TO THE CWHYE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND HAVING A CHORD P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RA ?• BEARING OF N 4T 30' 09" E AND A CHORD DISTANCE OF 35.40 FEET TO OF 20.00 FEET AND A CHORD BEARING OF S 4T 34' IT* E AND A CHORD THE P.T. R 7' " A DISTANCE JEFFERSON ST, f� E OF SAID CURVE: THENCE s 87 3 00 E DIs OF A DESNCE OF F 27 FEET TO THE HE OF SAID CURVE; THENCE s 02 NIN 50• R.O.W. 11- 102.72 FEET TO A POINT; THENCE N 89' 08' OS' E A DISTANCE OF A DtSTANE OF 276.00 FEET TO THE PANT OF BEGINNING AND CONTAINING 1 29308 FEET TO A POINT; THENCE S Sr 28' 54" E A DISTANCE OF 2.713 ACRES OR 118.155 SQUARE FEET MORE OR LESS. 154.62 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.611 ACRES OR 113.740 SQUARE FEET MORE OR LESS, IN PARCEL 1 A PARCEL 5 PP 1 I I BEGINNING AT THE SE CORNER, WEST 1/2, HE 1/4. HE 1/4. SECTION 7, BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4. NE 1/4. SECTION 7, T-1-N, R-12-W, THENCE N 02 23' 03"E A DISTANCE OF 584.44 FEET TO T-I-N. R-12-W, THENCE N 02' 23' 031E A DISTANCE OF S84.44 FEET O THE POINT OF BEGINNING; THENCE N 8T 34' 12" W A DISTANCE OF TO A POINT: THENCE N Sr 34' 12' W A DISTANCE OF 200.56 FEET O 1 TT A r THIN 52.34 FEE O POINT; THENCE N E: HE 49 E A DISTANCE OF TO THE POINT OF BEGINNING; THENCE N ST 3412 W A DISTANCE a 2E REFERENCE POINT 522.34 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO FEET TU A POINT; THENCE S 0Y 2V 28' W A DISTANCE OF 118.74 DISC IN TALE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF FEET TO A POINT; THENCE S 3T 08' 49' W A DISTANCE OF 75.00 PAVEMEN N 26' 51' 36' E AND A CHORD DISTANCE OF 31.45 FEET TO THE P.T. FEET TO A POINT; THENCE N 50' 52' Sr W A DISTANCE OF 4a00 OI SAID CURVE: THENCE N 44' 06 12" E A DISTANCE OF 206.12 FEET FEET 70 A POINT; THENCE S 3T 01' 53' W A DISTANCE OF 66.00 ' TO A POINT; THENCE S OY 23' 03' W A DISTANCE OF 705.00 FEET TO FEET TO A POINT; THENCE N SY 5W 50" W A DISTANCE OF 108.00 N 147066.3791 THE POINT OF BEGINNING AND CONTAINING 2.138 ACRES OR 93.140 SQUARE FEET TO A POINT; THENCE N 36' SW 4B' E A DISTANCE OF 190.83 FEET E 121420 .2239 FEET MORE OR LESS TO THE P.C. OF A CURVE: THENCE ALONG SAID CURVE TO THE RIGHT HAI O ELEV.=36 .95 PARCEL 2 A CHORUS OF ZO.CE FEET AND A CHORD BEARING OF N 64. 40' 4TH E AN I A THIN 1 62 IFFY TO THE P.T. OF SAID CURVE; THENCE CHORD DISTANCE of a S ST 34' 12" E w DISTANCE OF 345.25 FEET lb TO THE P,C. OF A CURT RIGHT CIA A S OF .00 THENCE ALONG SAID CURVE 1n THE HAVING RADII! 20 FE BEGINNING 12 THEY CORER, NEST 1/2, HE 1/4, HE 1/4, SECTION 7, AND A CHORD BEARING OF N 42' 34' 12' W AND A CHORD DISTANCE OF T-1-N, POINT; THENCE THENCE N OY 4" 031E I DISTANCE OF 155 FEET FEET 2828 FEET TO THE POINT OF BEGINNONG AND CONTAINING 0.808 ACRES C 1 W A PANT; THENCE N Sr 28' S4' W A DISTANCE OF 843.93 FEET TO 35.159 SQUARE FEET MORE OR LESS. A POINT, THENCE S 02' 30' 41" W A DISTANCE OF 7.00 FEET TO THE POINT OF BEGINNING; THENCE S 83' 45' 04" E A DISTANCE OF 165.58 FEET TO 714E P.C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 2500 FEET AND A CHORD BEARING OF S 40' 39' 3W E AND CERITIFICATE OF OWNER O A CHORD DISTANCE OF 34.16 FEET TO 714E P.T. OF SAW CURVE; THENCE S-02' 25' 48" W A DISTANCE OF 207.32 FEET TO THE P.C. OF A CURVE; 1H N RSI OWNERS OF THE REAL ESTATE SHOWN THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET � DESCRIBED HEREIN. DO HEREBY CERTIFY THAT WE HAVE I AND CHORD BEARING OF S 4T 26' 48' W AND A CHORD DISTANCE OF LAD OFF. PLATTED AND SUBDIVIDED, AND 00 HE BY LAY Oil 18.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 8T 34' f2' W A PLAT AND SUBDIVIDE SAID REAL ZESTATEINA ANCE WITH DISTANCE OF 185.00 FEET TO A POINT; THENCE N OY 25'48- E A THIS PLATDISTANCE OF 5.00 FEET TO A PANT; THENCE S ST 34'12- E ADISTANCE OF 16.09 FEET TO A POINT; THENCE N OY 30' 41' E ADISTANCE v d- L11ICRES 8,38.5 SQUARE FEE25&30 FEET TO THE TNT OF MOREHMCINNNG AND CO NLESS mxNNRN/I.4I4Rs,44 e C1++ of ExEtuna4 - NAME 4* '`i `� �CG P., ADDRESS O 444 �( •�aA 4 e�,� /� �� SOURCE OF TITLE; D.R. BOOK 278, PACE 553 -WST. N0. 57 SOURCE OF TITLE: D.R. BOOK 278, PAGE 554 - INST. NO. 57 s v-f°.�v °t' o SOURCE OF TITLE: D.R. 6001C 278. PAC£ 554 - INST. N¢ 57 W C : SOURCE OF TITLE: O.R. B0�1C 278. PAGE 555 -HST. NO. Si o SOURCE OF TITLE; D.R. BOOK 282, PAGE 177 - WST. NO. 57 :�,9q. SOURCE OF TITLE: D.R. BOOK 604, PACE 15 CERTIFICATE OF REC /R�,DIyI.�N/G�F��,T/CT SURVEYOR'S NOTES �44`V/F/��A•'`ee THIS oatW TFAW ci��+-�-FILE ON 444f14u4i44A44 RECORD �TT1 `1 11FT __P^ �, INr PLA t DISTANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL PORTIONS THEREOF. UATTOLYN' MLFY SCUI1 i:O n clerk 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGtS MONUMENTATION.17 ED) I VV l� - 3. IN ACCORDANCE NTH FLOOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER (N1WE1 - OSO181 OOIIE - REVISED NOVEMBER 3, 1993. THIS TRACT OF LAND IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN. CERTIFICATE 0 ENGINEERING ACCURACY 4, THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWA FAMILY DISTRICT / TO PRE) -PLANNED RESIDENTIAL DISTRICT. I,l�EQ�REPgE 'J�- HEREBY CERTIFY THAT iNIS PLAT CORRECTLY TS A PLAT MADE BY CIE, -- 5. EASEMENTS SHOWN WITHN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE PHASE 1 LIMITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT, ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN 6 ERROR OF CLOSURE = 0.000 COM ED NTH. Zrxto SIGNED 7. THE FORMER DRAINAGE EASEMENT FILED FOR RECORD NOVEMBER 16. 1979, OF RECORD Dw OF EXECUTION NAME. REGISTERED O AS INSTRUMENT NO. 79-54736, AND RE -RECORDED NOVEMBER 19, 1979, OF RECORD AS ENGIµSRSNO.--- ISTRUMENT NO. 79-55006, IS ABANDONED AND REMOVED FROM THIS PLAT BY VIRTUE OF THE RECORDING OF THIS PLAT WHICH PROVIDES NEW DRAINAGE EASEMENTS. CERR/TIF�III`C�-A'lTE OF SURVEYING ACCURACY o ® 1, rtSrrl6fi BY CEMTWY THAT THIS PLAT CORRECTLY REPRE A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL UMENTS REQUIRED ACTUALLY E)G5T AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITRE ROC( SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED z�NTM OF _6 �T NA„N S �w.�eGl OM1 DATE EXEWTON V LNi NOTE: THIS PLAT PREVIOUSLY RECORDED REGISTERED. PROFESSIONAL a IN PLAT BOOK F- PAGE 185 ON 4/20/98 AR��sAsRf y O AS MADISON HEIGHTS SUBDIVISION PHASE 1. GRAPHIC SCALE CERTIFICATE OF FINAL APPROVAL z PURSUANT TO 714E LITTLE ROCK SUBDIVISION RULES AND 60 0 30 40 120 240 REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED. THIS DOCUMENT IS HEREBY ACCEPTED, THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND RECUU7PJJ75 _ _J�L/ Z !'� t51GI4E01 ( IN FEET ) DATE OF E CUT], �- L.R. PLANNING = I inch - 60 rt COMMISSION PAVEMENT 1..I N 147 24. s0/Rc```tl 90d E 1213 8f 304 NO '.E 012135END4j599' FENCE M- ONROE ST.\� ----------------- 50' R.O.W. b I DEED 651.3') n I 1 � 1 I I Z I I I 0 j 1 I IUND CONC.= NJUMENT 147221,7014 1213290.8488 0 POINT 555 .575 4/11/00 JHM FINAL PLA DATE BY As Si n 1 BY: PATE: oD � � !lpq UffAA DESCRIPTION 4.+ 61STE ,6%, DATE SHT REFERENCE 44e+ 4 d +++, .......">FOF '= FINAL PLAT tK 32NJ _ oz.MADISON HEIGHTS SUBDIVISION -PHASE 1-A �.04rSIGNATU Q�The Housing Authority of the City of Little �;`���� �4e FENNELL / PURIPOY ARCHITECTS DATE: APRIL DATE; AMI ENGINEERING, INCACAD: FINPLC ESIGNED BY: KDV ENGINEERS 4 PLANNERS 4 SURVEYORS • PHOTOGRAMMETRISTS VIEW. PLOT PROJECT A: 5 201 Markham Center Drive P. 0. Box 25937 4 Little Rock. Arkansas 72221 (501) 227-7117 Fax: (501) 227-5755