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HomeMy WebLinkAboutS-1146-B Map 8REFERENCE POZ N � � � O I O � @ � PUUVIk ��) I /V PM N O �T E) ; LEGAL DESCRIPTION � j q_ rr+" IN CONCRETE N O O 0 e f� O O O O O S O A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE NE 1/4 "l `� , �� t-4845&7733------------ O .Ig• 1214524.6604 ) Q M OF SECTIOANSAS O7. T-1 N, R-12LITTLE D AS FOLLOPULASWS', I CWNtt, �1 (BK.4 G,1$O � O aRKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS: �Y'Y�U✓ EL ;.p 327.94 O r FOUND CONC. MONUMENT I V ao-ra,A � o I I z =NE!1/4,"S2d7 2, NEt a• OVERALL -PHASE 1 PARCEL 3 - T-1-N, POINT BEG-- w - 1 89.44 z DEED 129 0' EEGINNING AT THE BE COMER, WEST 1/2, ME 1/4, NE 1/4, SECTION 7. BEW IHG AT THE SE BIER, WEST 1/2, ME 1/4, ME 1/4, SECTION 7, PARCEL /1 '� S02'23 W z t 42158 4 4 9 T-1-N, R-12-W. THENCE N 02' 23' 03- E A DISTANCE OF 584,44 FEET T-,-N, R-12-W, THENCE N OZ' 23' 03" E A DISTANCE OF 1289.44 FEET _ _ E 1214471.0 75 I TO THE POINT OF BEONNOW, THENCE N 8T 34' 1Y W A DISTANCE OF TO A PONT: THENCE N 8T 2V 54" W A DISTANCE OF 843.53 FEET TO I------------------------------5$4'44' 15' UTILITY At DRAINAGE EASEMNET 184,57 FEET TO A POINT; THENCE S 02' 20' 2W W A DISTANCE OF A POINT: THENCE S OT 30' 41' W A DISTANCE OF 265.30 FEET TO A 1 , 705.00' 77.25'_____________________________________________________ _ ___________________-_-_________________________ a M 118.74 FEET TO A POINT; THENCE S 3T 06' 49' W A DISTANCE OF POINT: THENCE N Sr 34' 12" W A DISTANCE OF 16.09 FEET 70 A POINT; ..aa_____________________________________________________1 1 O 75.00 FEET TO A PONT; THENCE N 5W 52' 53" W A DISTANCE OF THENCE S 02. 2V 48" W A DISTANCE OF 55.00 FEET TO THE POINT OF N 1 46.00 FEET 7O A POINT; THENCE S 3T OV SY W A DISTANCE OF BEGINNING: THENCE 5 ST S4' 12" E A DISTANCE OF 185.00 FEET TO 40 50' UTILITY & p * 0 \\\ POINT BEGINNING = 3 I MOD FEET TO A POINT; THENCE N 52' 59' 50" W A DISTANCE OF THE P,C. OF A CURVE. THENCE ALONG SAW CURVE TO THE RIGHT HAVING A DRAINAGE EASEMENT � a ` , q OVERALL -PHASE 1 & I- 0 $8.00 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 G Y � O PARCEL /1A i �. MOD FEET TO THE P.C. OF A CURVE: THENCE ALONG SAID CURVE TO THE A CHORD DISTANCE OF 28,28 FEET TO THE P.T, OF SAID CURVE: THENCE W N8T33'54"W rn h I w LEFT HAVING A RADIUS OF 5OOD FEET AND A CHORD BEARING OF S 02' 25' 48" W A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; a �SD2K3'03" 110.08' 100.08' �g13• I w N 19' 5T 56" W AND A CHORD DISTANCE OF 83.78 FEET TO THE P,T, THENCE. ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET _ _ AV ;, I- i a CURVE. THENCE N 02. 25' 48' E A DISTANCE OF 121.40 FEET AND A CHORD BEARING OF S 4T 2V 48" W AND A CHORD DISTANCE OF 81.25'____? 8s, ______________-S02'2VO3"W- 19291 __________________ _______i_____ �- _Q__• Np3.38.59"E_226.47' V1 DIN 1i ---- i p ;N i w p A PgNT; THENCE N 8T 3S 50" W A DISTANCE OF 110.00 FEET TO 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 8T 34' 12' W A __-- -- -- _ :-� I wig � 1 POINT; THENCE N 02' 30' tl" E A DISTANCE OF 240.46 FEET TO A DISTANCE OF 59.34 TEST TO A POINT; THENCE N OZ' 25' 48" E A Os v4 113 RO 60 ------ S13,26_}2"W �i 1=tn+E 1214400 I < O POINT; THENCE N ST 34' 12" W A DISTANCE OF 16.00 FEET TO A PANT; DISTANCE OF 70.53 FEET TO A POINT; THENCE N 8T 33' S0" W A n FENCE •., . ,�' ,r3� 104.: 3 I Q ' 9 HENCE N Or 25' 48" E A DISTANCE OF 60.00 FEET 70 A POINT; THENCE DISTANCE OF 110.00 FEET TO A POINT; THENCE N 02. 30' 41" E A OR. & - 48"51'38" 9 _ %�,�:' 1 M o S 8T 34' 12" E A DISTANCE OF 16,09 FEET TO A POINT; THENCE DISTANCE OF 240.46 FEET TO A POINT; THENCE N 8T 34' fY W A I. 02' 34Y 41" E A DISTANCE OF 265.30 FEET TO A POINT; THENCE DISTANCE OF 16.00 FEET TO A PONT. THENCE N 02' 26' 48' E A O ' REFERENCE POI ' R - 38•00' R - 75.00' 3 z 1 CL 1 a; � $ 87' 2W 54" E A DISTANCE OF $43,53 FEET TO A POINT; THENCE DISTANCE OF SOD FEET TO THE POINT OF BEGINNING AND CONTAINING DISC T = 1726 T = 7511, k. st i 1 I Z $ 02' 23' 03" w A DISTANCE OF 705.00 FEET TO THE POINT OF BEGINNING 7.192 ACRES OR 51,937 SQUARE FEET MORE OR LESS. IN PP DISC IN PAVEMENT 3: LAI. 3T ; N 14846 '.091b ; L = 32.41' L - t17.92 no 1 N O:',O PAGIS MONUMENT 1n 004-01$$ I AND CONTAINING 74.205 ACRES OR 618,77 53--' ' ' PARCEL t 3 5(WAITE FEET MORE OR LESS. PARCEL 4 E I12f4419L1)4401.5400'�/`s27 74 SETBACK_ _ ----- _ - i� - 11 ,F,n ALUMINUM SURVEY CAP 0 - O �• t111CtTP-Eh5ENfl4T_-_-___-__-_-_-_-_ Pt/ 4266 / - r --_-_ ��,W! _ � r 2I_- N 1471 $0.64 �I - ...I BEOINNING AT ME SE CtNtNER, WEST 1/2 NE 1/4, NE 1/4, SECTION 7, ELEV,=328.21 I -""------------------------j---------------------------------4V0$v` 4$-------- --- ------------------------- BEGINNING AT THE SE CORNER, WEST 1/z. NE 1/a, NE 1/4, SECTION 7, R. � ,, .III T-1-N, R-12-W, THENCE N 02- 23. 03-E A DISTANCE OF 1289.44 FEET TO t/ 14 67 � X,, \ Pt/ 4274 o i _� E 1214259.31 1 p T-t-N, R-12-W, THENCE N 0Y 23' 03"E A DISTANCE OF 5$4.a{ FEET II " - 1.3e"E " 18170 JEFFERSON STREET N 147B04,7906 N I N Ian .B - ELEV.=360.03 : •- THE POINT OF BEGINNING; THENCE S 44' 05' 12" W A DISTANCE OF TO A POINT; THENCE N Sr 34' 12" W A DISTANCE OF 200.56 FEET TO I.- I A / ;� A= 228.50,58 E 1214337.3532 E 1214321.8349 i 216.12 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO A POINT; THENCE N OT 26' 49" E A DISTANCE OF 90.00 FEET TO THE Iy} _N__0_2'25'4_9"E__%._5_6_' r 3t,43' E 12743M9242 THE LEFT HAVING A RATAUa OF 38.00 FEET AND A CHORD BEARING OF R = 3& 3 50225'49`W POINT Di BEGINNING. SAID POINT ALSO BEMG P.C, OF A CURVE; THENCE W 10' UTILITY EASEMENT--F--------- - ----- - '---'-- -----------------� --� S6W 00' 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 CHORD t - J �J $GZ'25'49 W 740:06 rr - 366,00 45.00' I POINT OF BEGINNING s O SAID CURVE; THENCE S 02' 25' 49" W A DISTANCE OF 66.38 FEET BEARING OF S 4T 25' 49" W AND A CHORD DISTANCE OF 28.28 FEET TO THE !_ r, --- i ;" T = P.O.B. _ N42'34'12` ' __RARr.EL.-/J____ N0225'49"E 394.81'-.�---- I I TD THE P.C. OF A CARVE: THENCE ALONG SAID CURVE TO THE RIGHT HAVING P.T. OF SAID CURVE; THENCE N 8T 34' 72' W A DISTANCE OF 335.00 FEET H~/t 3 I I $1.35' I ' 1 1 151.79' 66 38 --- - - - - - I PARCEL 28I ! Pt/ 42M --` - v A RADIUS OF 20.00 FEET AND A CHORD BEARING OF S 4T 2V 49" W AND TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A \\� _ . tpp'0p ` PtN 4261 IS4�'11'E Pt/ 4260 #4 NO2'25' 9�E 15' UTILITY EASEMENT = O i ' N 148310.3326 ' %' ____-______ •__ ________. _ .. 0 5'00'________________-_______-________________ - DISC IN A CHORD DISTANCE OF DISTANCE FEET TO THE P.T. OF SAID CURVE: THENCE RADIUS OFF 28 FEET AND A CHORD HEARING OF N 42' 34' E W AND A CHORD I- K I I 7214343.28921 ' 6A27 P __ - _ ____._ _____ , gaW___-___ 78". . _ _ t---- ______________________________________________________________388.39'�__________-_____ ____y____ p = 15'09'37? O 1$" GA N 8T 34' i2" W A DISTANCE OF 335.00 FEET TO THE P.C. Of A CURVE: DISTANCE OF 2d28 FEET TO THE P.T, OF SAID CURVE: THENCE N pZ' 25' 48' E ;� Pt 4262 _ •' ' I S• 7y�E'$0fj{I'f __ -_- Sa725'a9 A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE N ; i _ S47'2549 '., ASEt - ' 4 50 .b R - 165.00' HENCE ALONG SAID CURVE TO ' 3 ' 12' HAND A RADIUS OF DISTANCE FEET p--_____ - , Pt/ 425,5 14' SETBACK " Wl / ` Z� ; r `,36 AND A CHORD BEARING a N 42' 34' 12' W AND A CHORD DISTANCE CF TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF `\`' -_ i I w I ;" i i ``, t 42� 74.56e` i - / `__ `\ Yl. T = 21.%' r0 - 1, I / ta' SETBACK I - jI I / 1 ,p, S J I 9.28 FEET TO THE P, i, OF SAID CURVE; THENCE N 02' 25' 46" E A N 4T 25' 48" E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF F- `�--- 9 1 = 90'00't)13 _ `30�`, x A - 32.07.14^ 2l`.p" L 43.66' i K_ Q = 89'S9'S9" I I R = 20.00' ^^1 I '^ ,fl A = 89*59'�t I *-C w•', %, R - 120.00' - S E S� DISTANCE OF 207.14 FEET TO THE P.C. OF A CURVE; THENCE ALONG A SAID CURVE: THENCE S 8T 34' 12' E A DISTANCE OF 335.OD FEET TO THE ', i a'? A� Ili 3''` - z aRVE TO TINE RIGHT HAVING A RADIUS of 25.00 FEET AND HAYING A CHHORp TmI 'a T''+ R 20-00' = 9000'00`, T = 34.55' 2, ```' d P.C. Di w CURVE: THENCE ALONG SAID CURVE 70 THE RIGHT HAVING A RADIUS ivl R 20.00' ,n, T 2Q.OG' na n'� j = •1"`\ L = 67.27' lS,•., 2. 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 5 42' 34' 11" E AND A CHORD �I T 20.00' R <I L = 3i.42' s unuTY EASEMENT °b° T = 20.00' II R 20,00' JEFFER C� THE P.T. OF SAID CURVE: THENCE S 87 3T 00" E A DISTANCE OF L _ P i N S 02' 2V 49" W N T T 27 FEET TO THE OF SAID CURVE THENCE 50 R O AND CONTAINING „ _ W f' i ' ' R.O. 2713 ACRES OR 118.155 SQUARE FEET MORE OR LESS I , L = 31.a2' I 42 I , ' ' I L_'N42.35:+8=€_ 71. 1, �,_ ,' N0------ "E-___�02.1 �_ ______- �_ _ 3 ________ CONTAINING 2.671 ACREa , , I ____ _______________ 1 _ `ti � 62 FEET TO THE POINT OFHBEONNBNG AND " ' t 42' \ A DISTANCE OF 276.00 FEET TO THE POINT 0: BEGINNING , I i I r 1 I' ' j N87.34'11 "W _______- 1 I ,) \^ TH 115' UTILITY EASEIEN7` ; 57,57' "T 113,740 SQUARE FEET MORE OR LESS. ' 1 �� I 56.50 0.�' 20' UTILITY EASENENi ' __�_ m % 1 .i IN I L= 1 E A DISTANCE OF , , ________ __r____ - C) i 1iv 17.oe' PP PARCEL 1A PARCEL 5 I i I w; 1279? I EASEMENT <, , I 61.50' ,o.00' 8: 31 w; [ - Sn �,____ _ ro STATE PLANE COORDINATES BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4, NE 1/4, SECTION 7, BEGINNING AT THE SE CORNER, HEST 1/2, 1 1/4, NE 1/4, SECTION 7, ;' I NI r I i j . `$' "-_�15.00' 20.00'I I I F N ! T-1-N, R-12-W, THENCE N 02 23' 03'E A DISTANCE OF 584,44 FEET TO T-1-N, R-12-W, THENCE N 02. 23- 03-C A DISTANCE OF 584.44 FEET YY nI z NI POINT NORTHING EAST[NO DESCRIPTION THE POINT OF BEGINNING; THENCE N 8T 34' 12` W A DISTANCE OF TO A POINT: THENCE N 8T 34' 12' W A DISTANCE OF 200,56 FEET 1��I6 1. jl G II ,,'yy,, i i I �., p I "' <, O 150.56 FEET 7O A PONT; THENCE N 02' 25' 49" E A DISTANCE OF TO THE POINT OF BEGINNING; THENCE N 8T 34' 12" W A DISTANCE OF 284.00 ,, I < ZI b1 S� b, , I 3; I j $ H oI 42 148456. 77325100 ]214524. 66038000 PLUS. IN. CO REFERENCE POINT 5:z.34 FEET TO THE P.C. of A CURVE; THENCE ALONG SAID CURVE TO FEET To A PANT; THENCE S 02' ZO' 28' W A DISTANCE 1)F' 118.74 N < N, I I THE 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 „Qi(, n W 4200 148169. 53014403 1213651. 70114787 SETPNT ; DISC IN ` ' iN I Y p,V.`- Ft• �i j I aI 1n ' I •a', I a r ; z 4201 148174. 5256476t 121365i. 9t 3t 4794 SETPNT I N 26' 51' 39" E AND A CHORD DISTANCE OF 31.43 FEET TO THE P.T. FEET TO A POINT; THENCE N SO' 52' 53" W A DISTANCE OF 46.00 -I 11 O' r0 I M lx '' M 1M r ', �;• 4202 I48224. 49068336 1213654. 03314965 SETPNT I __ PAVEMEN O' SAW CURVE: THENCE N 44' OS' 12' E A DISTANCE OF 206.12 FEET FEET TO A POINTI THENCE S 3T 01' ST W A DISTANCE OF 66.00 I i N 3 16 AID c' W ®I I ; wm I a203 148229. a7618694 1213654. 24514872 SETPNT N 14 066.3791 p A POINT; THENCE S 02' 23' 03' W A DISTANCE OF 705.00 FEET TO FEET TO A POINT; THENCE N 52' S9' 60' W A DISTANCE OF 108,00 ,- ' I I I I �' , i. ' I z F- I = ' < I o 4204 147928. 62309800 1213657. 15483610 SETPNT 7 THE POINT OF BEGINNING AND CONTAINING 2.138 ACRES OR 93,140 SQUARE FEET TO A POINT; THENCE N 36' 5V 48' E A DISTANCE OF 190,83 FEET I , 7 3• ' w 1 a,' , , w 1 ,{,/ N;,, I I I NO2'25' "E ,o1 W I W o I w �'O 4205 148168. 851576a9 12t366J. 69070/98 SETPNT FEET MORE OR LESS. TO THE P,C, OF . CURVE; THENCE ALONG SAID CURVE TO THE IIpiT HAVINO Y , �§ Et 142 .23 bM _ 56.50' S4. 2 0 2 9 , NO2KT45'E 74' __ I >' I T A BEARING OF N 64• ' 48' E AND 71. _ _-_ _ W .., R FEE AND CHORD BE 40 I M - , t- --! i ------ -+ �I 0' ' w - 3 I n: 4207 148496. $4173624 1213691- 63701548 SETPNT LEV -3 95 A ADIOS IS 20.00 w , m i i I 101 UTILITY I y1 �I 4207 149496. 84173624 1213684. 63701548 SETPNT A CHORD DISTANCE OF 18.62 FEET TO THE P.T.OF SAID CURVE; Z W I i i\r'' I I 10' -jy EASEMEN�f I.- 10' U-----I SENENT ' 1< ^, � c 1 E 6 PARCEL 2 THENCE • ------ - ----- ---_-__- I w, I' wy I w - 31 �! 4208 I48443. 83609836 t213681. 94377203 SETPNTE 214100 O S 8T 34' 12" E A DISTANCE OF 345.25 FEET 70 TO THE P.C. OF A CURVE; , 5' UTIL EASE _____r_____r_� w r_.r___________ t r________ q4 u_____----_- ------------- - -_-� NO2'23'3TE 71.75 W.NI, 56.50' I 54.05' r N . n, , , 4210 147671. 960229,95 1213751. 45941707 - SETPNT I THENCE ALONG SAID CURVE 7O THE RIGHT HAVING A RADIUS OF 20.00 FEET W.-'$ i I I >' I I n v Y i BEGINNING AT THE SE CORNER, WEST 1/2. NE i/4, NE 1/4, SECTON T, In 1�` ; - 3 5,00' I ; �I ; I U ; V y r-I �, Ny o; o I 421 L I47802. 66028174 I2t376t. 90831389 SETPNT AND w CHORD BEARING N 42' 34' ,2" W AND A CHORD DISTANCE OF IL�MI a -I T-1-N, R-12-W, THENCE N OZ' 23' 03'E A DISTANCE OF t289.4a FEET 4212 147853. 48383933 1213764. 06513095 SETPNT 28.28 FEET 70 THE POINT OF BEGINNING AND CONTAINING 0.808 ACRES OR lei z ° /' n a < 1 31 �; I I n to I p A POINT: THENCE N 8T 2V 54" W A DISTANCE OF 843.53 FEET TO q a I ' M/ 1 I (nm, I m 1 �'1 �S�S. 'I o; I I;o Z n' a213 1a7923. 94753289 1213767. 05542341 SETPNT THENCE S 02' W 41" W A DISTANCE OF 7.00 FEET TO THE 35.159 SQUARE FEET MORE OR LESS. 0D o t Nb ITV lr , m; ' A POINT; �p IN N z GR -0- c1 b1 �I 421a 147723. 91924338 1213790.5I400608 SETPNT POINT OF BEGINNING. THENCE S 83' 45' 04" E A DISTANCE OF 165.56 n M, M I ivl� �.^'y. �,.�yy il3 I 3 , I IlO'° I 4216 147850. 96801734 1213799. 37576189 SETPNT FEET TO THE P.C. OF A CURVE; THENCE ALONG SAD WRVS TO RIGHT HAVING I- I�I 121410( i 4216 I47850. 9630I734 1213823. 34715245 SETPNT /� A RADIUS O' 2500 FEET AND A CHORD BEARING OF $ 40' 39' 38" E AND T 4219 I48166.68170075 1213836.74546602 SETPNT CERITIFlCATE OF OWNER io1 .- � �' < ,a N , N I I �G ^ A CHOW DISTANCE OF' 34.16 FEET TO THE P.T. OF SAW CURVE; THENCE I n w N T`N I w ;°i �1 N Ty 4220 148216, 63673651 I213838. 86546673 SETPNT Q ' '�' N N i ' I "r ,3•.i = I I I M P W I3 :' „O Fq a223 147870. ]0203135 12t384a. 17716704 SETPNT 502' 25' a8" W A DISTANCE OF 207.32 FEET TO THE P.C. OF A CURVE; WE, THE UNDERSIGNED. OWNERS OF THE REAL ESTATE SHOWN T v n ° . OU IffNCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET ' _ j B 'i 4224 146468. 8193t595 12I3846. 22964854 SETPNT AND DESCRIBED HEREIN. 00 HEREBY CERTFY THAT NE HAVE 0 i `I I 'r , S > 'yF pIW CHORD SEALING OF S 4T 25' 48" w ANp A CHORD DISTANCE OF AND 00 NE BY LAY OFF, 4 � I NO2.25'49"E I n I M '� * NT 4225 148145. 85168617 l213855. 87948003 SETPNT � LAID OFF, PLATTED AND SUBDIVIDED, Pt/ H 48 ' I - I I. DOI o I 2000r 1) � 11 S' :� a226 148235. 77075052 I213859. 69!14813I SETPNT RI.28 FEET TO THE P.T. OF SAW CURVE; THENCE N 8T 34' 12' W A PLAT AND SUBDIVIDE SAD REAL EST IN A ANCE WITH i 31 l±J I a; • NO2'25'49`E Z n 1 I 'n,�., I OHSTANCE OF 185.00 FEET TO A POINT; THENCE N 02' 25'48' E A l4 ' i9, I 7: '�' '^' m I 20.36' \ s♦' ti 0 „4� 7 58' 4227 148442. 90785151 1213868. 48600252 SETPNT O THIS PLAT, ,_1---1 L Z o R'j' 4228 147570. 84852711 1213885. 6290741e SETPNT DISTANCE OF 5.00 FEET TO A PANT; THENCE $ BT 34'12' E A n I I N, I I I a `--_/ , 5U' PFN 4247rt, `Vti 63004 SETPNT W DISTANCE OF /6.09 FEET TO A PANT; THENCE N 02' 30' a• E A r 66.5T ) 4229 147788. 39a67807 121391 a. 035 OF BEGINNING AND CONT�NNIH F F _-D26TI�w � 4230 147866. 7t003022 1213924. 10_ t,•il ACRES OR 48,385 SQUARE FEET 4 ♦ D h MANEC II ,O- I'� R /w b $Q2 '2$' W il$:!4\'`.; PtN 4 c 522424 SETPNT O 1 DISTANCE OF 258.J0 FEET TO THE PANT esa SLONE .. - L� , I 1" V I ' m1 , I , I I h� °j 5 MORE OR LESS. I NO2'25'48'E N8T34'i2"W i_ __ 5f _50 __-___� ,•"3 s J 'w pp� 0 ,y -. �ZJ a233 147796. 35989561 1213930. 87101896 SETPNT a®° ®® C• v l �%L, ♦o I i r 140.16' ' °J'__<??.___." < I it 25_40_'Y.oO,:O J i B' e " • i. /i� ADDRESS I i 9. ' 10.55' 9,00' _'+-t'-----------------------------------------' w o- V `` I9 S A e 4234 148142. 45968503 1213935.80753724 SETPNT a �� „ V ° i 5' UTILITY �---- --- - ----- --- ---------------t , 0;'7 'p;, O 9 O . eCf e"°'%, ---- _ - ' - -- _ I UTILITY EASEMENT Nj`, O' Jy 4235 148232. 37874939 1213939. 62353851 SETPNT • „ s SOURCE OF TITLE: D.R. BOOK 278, PAGE 553 - INST. NO, $7095 8 , I EASEMENT I UTILITY EASEMENT _____-_-_- ------- ________________________I J _ 2i e �} t% ' r---------- - ----- I-x d8 P'`, 4236 147845. 98001563 1213943. 23923826 SETPNT ® "�(� .. ♦ OF TILE: D.R. HOOK 278, PACE 554 -HST. N0. 570% 1 ' -- I ' ' NO2'25.48`E WW' N0275'45-E 193.50' , , NO2'25'48"E 9 .., M • :e � ® SOURCE n = 90^08'42 S08 t rNO2'25'48"E 91.fyT' = 90'QD'DD" o I I a 30.76" 4Sj?l+` ei`• 4238 t48434. 32772146 1213948. 40607587 SETPNT ® c'� rr o M T9' ' o ` Pt/ 4243 . v _ _ /9"-,• v s ® m SOURCE OF TITLE: D.R. BOOK 278. PAGE 554 - INST. NO, 57097 �� I I R = 5006'8'W w A - 90.0000 �0{ j Inl a = 9oww" 3 1 II 1n i F`•',' x"� 4240 148t61. 59369905 1213956. 63755182 SETPNT 8 ¢ �.; 25.QQ' In, , R = 2Q,QQ' w e 4241 149211. 54273480 1213959. 75755253 SETPNT ® SOURCE OF TILE: D.R. BOOK 278, PACE 555 - INST. N0. 57098 R = 20.�' R = 20.GD' $ 1 " ^ °I b 553D'DO" " SOURCE OF TTI E: D.R. BOOK 282. PAGE 177 -HST. NO, 57099 N ' T ® 25.06 'Av', ; m n; :;K n, T = 2Q,QQ• o I b' "q `•,vS 4243 I47594. SI405183 t2t 396E 06242796 SETPNT ® ':" 'a e T = 20-00 wq i = 20.00 � 5' UTILITY EASEMENT " 1 wI' _ x �J tN +�45 L . 39.33' 'R'I .i o R 20.00' t _ G', 4245 148463. 24247484 1213974.50683739 SETPNT Cn n ry I = I tN 4240 I L = 31.42' ^, I I L 31.42' iO bI N V O �'J• ♦ , �r"o a SOURCE O' MILE: D.R. BOOK 604, PAGE 15 m <, L 31.42' dI m I' 1 Pt# 42 T = 10 52' 4246 147654. 29573560 1214006. 35205465 SETPNT ♦ r >e "( p ' ' Pt/ 42 7 A N4i'2548"E 2 , Na2.34'12"W , pb 4 47 4777 93 77770 1214011. 20236590 SETPNT o - 4T30'09"E b • 14' SETBACK �h0 `'> 14 TRACK __N4234'12"W j, �g,2g__ _l0' UTIJT'T_EASENfNT _--__-_____�_-_ 283$' _ 1 L a 19.3Y 4249 148459- 97091280 1214077. 13980417 SETPNT ♦♦ 0® _ 4W io' 71U Y_ Ads rgENr _ _-_ _ ,- SJ _ .,t(�� 5 o CERTIFICATE OFRe DING ____ _ _____ __ ______ __ _ �_ _ __ - '�$L-_ , � ----- _________ __-_ _ _ y 1_� --------------------------- r___________________________-_�fj_. S'� PtN 4 4'40'48i %• 4250 14778L 72120223 1214275. 81262567 SETPNT e♦`"" / I ®O f � 7 /1 F G Q/ - _ _ _ _ - - __- , - Pt 4234 NO2'2§ 48 E 276.00 Pt 4230- l ••�\5 $, Ptf 4231 t7j, 4251 ♦ y� ,.�pr ® / `�/ �/J, \ _---__--- Ptr / 442tj -18.62' R(Ks ,t b, 6 S a 147831. 67621874 1214277.93307976 SETPNT I d4 /(q/U �,T1Y'` ♦ L/L A/!A _-_ NO2 25`a8"E 207,14' ^V o RE DOCUMENT FttMFLI Eo FOR 17.7, P `\ ` PC' F ?�0.3� 425a 148I4J. 38984315 1214291. 33278369 SETPNT ; SURVEYORS NOTES 44a4 , a4®® RECORD IN PLAT BOOK • i c�O• 4255 148L97.34485966 121a293. 45323778 SETPNT / e4as4974 --'--P-- �- � N 1 .1I E ,I4782 2.21 5 20•• \ O• �1 4258 147760. 89119764 1214294. 94663968 SETPNT i O ,, dSTANC.'FS ARE SHO7Mi IN FEET AND INpiES AND DEpNAI PORTONS THEREOF. 79 7r }�{ pE 1213697.7575 PlN 4228 _-�---4259 14785O81013200 /2I4298.76309OU7SETPNT YARN[y17' p)'Ciflfl,DUC! t�IQit1 _F4/�@P ;o N,j Gl /;-�`�.� , i 4260 148126. 55972782 1214310. 46679343 SETPNT T. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGES MONUNENTAl10N. �"--- \ 6 Y / 426E ]48216. 47B77293 1214314. 28324809 SETPNT a'; �__� NO2'25'48"E MADISON STREET NO2'25'48� 1 r `SS• FgS'`�.`Sf,� 4262 148282. 80029366 1214317. 09814761 SETPNT �' - --- ------------ ---"-- T2'K64' - 40---_---- _- --- -- 366.00' --- 0 ---- - \ 9B• p,He �, \ qK'¢ a266 148280. 68004/07 1214367. 05317267 SETPNT ml 150 81 pO11OE REVISED NOVEI4BER 3, t993, THIS TRACT OF LAND 5 NO7ELpCAUTMEDR (NAME) & ' \< •' F NT "\ 4267 148463. 56706995 1214370. 19592300 SETPNT N 14$514.3634 N 147823.4465 I '\Q/S l$' 4268 147752. 38722888 1214495. 33127263 SETPNT I MTHIN THE 700 YEAR FLOOD PLAIN, E 1213911.5544 E 1273882.2332 O ;\ O a273 148308 72I20943 t214381. 255034a2 SETPNT CERTIFICATE 0$ ENGINEERING ACCURACY 4, THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 -TWO FAMILY DISTRICT' 7j / .\� r9� •,, \ ,O. 00 4274 147758. 77118693 1214344. 90167544 SETPNT TO PRO -PLANNED RESIDENTIAL DISTRICT. 1,� n_6. HEREBY CERTIFY THAT Pt/ 4227 PtN 4226 I PtN 4225 23 7.7r $02 25'48"w 207.32 -- Pt/ 421 _-SQ2 2S'4t3"W________ _ _ 2_ 76-00` - _______________- A PHASE 1 LIMITS DEDICATED AND D AS A PART OF THIS PLAT DOCUMENT. 5 AND __________ _________ _ _ _______ ___-__ 42 /' --c 2•yeye-_ � N _-_-!. -- 54n5, 42 tN 4214� 1 I 5. EASEMENTS O> THIN CpA%JEp�WWTMpIG PtN {° \J� '83, `\ 6a THIS PLAT CORRECTLY REPRE TS A PLAT MADE BY ME E VA ADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE G REOWRENENTS OF THE LITTLE PLATTED RULE REGULATIONS HAVE BEEN t Ifl TittiY{AS�dl3H------ Pt �"E-�"16� tf�1 $47'23 N ': 28,28' 14' SETBACK ' !M', O 1'tp 2, 3a16• 14' SETBACK 28.28' 11m 28.28' , -// GLTG'IC• SHC,NEO % �' i o = 9000'QO" +I- 1213800 I w 6. ERRM of aowRE = o.aoo W , = 8610'S2" 0 = 90`00'00" Y , j o'er Nj Ib p = QQ'QQ" ,t� i- \ ��i*'� 1 N DA OF EXE�110N NAME. REGLSTEREp R 20. DO /1i I < 7, THE FORMER DRAINAGE EASEMENT FILED FOR RECORD NOVEMBER 16, 1979, aF RECORD .% 7i A I R = 20.00' I.4-1 R ;m, Ah IN 5' UTILITY EASEMENT Nil ;w R = 'j 00' x' Y' i \ h , z O ENGINEER NO.-_ _- ' T = 20.00' m, ,' N8 '34'12"W Pt/ 4214 h0 ; a AS INSTRUMENT NO. 79-54736, AND RE -RECORDED NOVEMBER 19, 1979, OF RECORD AS 'A I T : 23, �. T = 20.00' n a L m 31.42' n I Iw ' 'p T = (� a I 0 NT NO. 79-5•Ni, IS ABANDONED AND REMOVED FROM THIS PLAT BY VIRTUE O ARKANSAS I , I< f2 9.34' ",W ry' THE RECORDING OF THIS PLAT VAOCH PROVIDES NEW DRAINAGE EASEMENTS. I `2'1�0!g3o_E L 31.42' I ' L_.___-NOY'2553 E 100,3Y______ , ,M L = 31, 2' w o L - 37.60' -- -- --- - -____ J_ 1 Noe zs's3 E _--s9.7o'___! 581' I •s'��, "' IV ? I m CERTIFICATE OF SURVEYING ACCURACY 1 25.00' P'92.6A3 $ 104.46 _ _ _ _ _ 00 ,.______ I O IS' UTILITY EASEMENT y 95 / j Pt/ 427 'N1g8'+� i '' a i I I -- 20' unurr EASEMENT 97----/7p:g3'-r '>' SS• O I wTm THAT N df I 87.i8 6t/ 4213 , `�. 4B• N E 1213800 I- r - 4$ E - \ Y Tao x - z I NO2.25g3'E 144.3a' : ~ �t y • . .4 . ,,\ pp, � I D ni13 PLAT CORRECTLY REPRESS S A BOUNDARY SURVEY , I u „+Iw, s (o I ro 119.9E' 'aI 1 \ , I Q ='`a13.4$'32" /%'<1 PIN 4210 Tn MADE OR VERIFlED BY NE, ALL ONUMENTS REQUIRED �j 1J THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK < m I3I t , I a I ! r), //'�__;- N, 1 J2.40 i ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND "', Y n •`+ NST34'12'W / Tor mL l R = .' /� E 12137 8.5887 iM ' m , m N 147828.5063 / ,N 3 I < I ��" w j m I ? 9. �' ��L g T = 76. 7T``, A LEGEND SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED 1M �'�' <""� v: j 6.47'/I E 1273763.0052 = L' O / �^ �+ b o j, I,M'. N 1-Lai , F 1 o L 99.32' , 7 I %� i i 1m Y PG�f'SF (Lai X ' .., a A,V-�L�%� . �, Im m13 = 35.Q0.34" '9S�` % ^� o FOUND SURVEY DISC Z]L � oATM,oF a no�rN� - ----•,: f. �, bi �. , I R - 4 to DATE oI �Y� Sp. I- i m 1 P E m <�; • Ir = 14.01' f`I OV ti NOTE: THIS PLAT PREVIOUSLY RECORDED REGISIEREO. PROFESSION M I I I 1 L/1h \9 SO' 01 o IL 27.77' �. LAND SUR v°Di 1 o- 4.I A8 ^� � N- gS� 3 ARKANSAS � -, ,a, Nis O FOUND IRON PIN ! DO- a / IN PLAT BOOK F- PAGE 185 ON 4 20 98 No.____v I y4- ' 1 I v1 y a; ; , s z AS MADISON HEIGHTS SUBDIVISION PHASE 1. ' p'L•5PY ,5' UTILITY EASEMENT M I 1 �/ t ' P I rn .N 'BF'`, '``set ■ FOUND CONC. MONUMENT �, 9 1 ' NO2'25'53'E ? �•- `tom I__�___-s3III_88'-_--•-- " lo'unUTY EASEMENT i z 1r Nr��� es' v CERTIFICATE OF FINAL APPROVAL 7.00' 10' TUTY EASEMENT % ry Pt/ 42 i / 4205 i ! I I ly GRAPHIC CAE PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND / r__-________Y__________., • 420p ___.86.R4'______________ __t @ 258,30 / _ __________ I p * REGULATIONS. AND ALL OF THE CONDITIONS OF APPROVAL 75.75 .�,�L0 �pq� , 240.a6 , i- Pt/ 420a I 1 4'glN Iw 0 30 GR40 P 120 L 240 HAVING BEEN COMPLETED, THIS DOCUMENT 15 HEREBY Pt/ 42 .33 NO2'3V4t"E 265.30' A/I --N212�6.. 4�______• •anal S00' Pt/ I4I107.14' N8T34'72`W 'n i qC ACCEPTED. INS CERTIFICATE IS HEREBY EXECUTED UNDER Pt/ 4Vt a 02 e. F fq�� nj\IIIIIIIIIIIIIIIIIIIIII THE AUTHOR[ OF SAW RULES ANO REGULA 6.76' r IN `+faj \• -�-_,I /6"$ (SIGNED)--i-L-� NO 5 48"Ey 1 xEEJ S87'34'1 2"I N8T34'12W E ! n1 W ' fN POINT OF BEGINNING 16.09 " p�a2ol \ 16.5?0' LIMITS OF PHASE 1 I w _ ____ s1 PAiPCEI /2 NO2 25'48 E -00 42032 NO2 25 48°E C I ( 1N FEET ) DATE OF EXECUTION L.R. PLANNING 5.00' E 121365'933, 5.00' w 13 LL 1 1nCt1 E1 COMMISSION ih j IN .9 Io POINT OF BEGINNING I e °ss- I- PARCEL /3 I Z, I� w ' - :z DISC R VICE POINT IIN , i T v1 ,5 1 -•-�• I _ _ ,� NA147 24.8555 _ K7 _ I _ T _ _,_� .-.-'w'--_ -_ -' ,� aP E 1213�89.6575 CDR. c~1 x� i 1 REFERENCE POINT i - a/c l a- 304.82 - DISC IN PAVEMENT - "'" 1 " {" *"11 NO2.118'4 M N 148502.7364 4zo6 N0734,44.E 1213500 FENCE MONROE ST. 'I' 1 E 1213498.3310 NO'u'� �` 46 1 5 I _ _ _ __________________ NO2K9'59'E______________________________5.2,.'_____________________________________ _5.99' 0' R.O,W. 4/11/00 JHM REVISED EASEMENTS AND SETBACKS --------------------------------------------------------------------- - - -------- -- _------- - E 3: / 10' UTILITY EASEMENT FINAL P A ELEV.=322.06 ' I ---------------------------------------------------------------------------� r-•----------------------------------------------------------------------------------------------------------------- ----- DATE BY DESCRIPTION I - ------ 382.79' 3r . „, 343,99' , i\�/�\/ ice. 1 ' i ''.5.&,• ND2.OS'`4"E ryp i - I i n REVISIONS I E 1213500 -" p1 43.81' 232304"E q Kp , I n e a' I 1 O BY: 'r''Tr`� 1n; z I, I Nis 00 I L n 05 N ,FENCE ♦ i s- `' O DATE: DISC ; COR. ;'�i I fie'` ` W WIN 'w:e SY ,'P, 'i 2im ^I>1m _7 ej,\ O 3.1 O 1w N: I191' y9 . 10^" , w1 - 31 MV d 1�, 44Pi FINPLAT2.DWG In ,�; PAGIS MONUMENT #1004-0189 a '�' 3i W v N taH'FI'=PFe Ni3' I � � 1 ALUMINUM SURVEY CAP s ; �/ 7n w1 -<N,I w. �'`I N a ,44 tiC3 ♦♦ w, m'�1 !" :61 -11>I M, 1 `� 4'1,11 1STE � DATE SHT REFERENCE Z' z,rl N 14857.59 m n, t-, Nl, l O �� 4' ♦♦ 00 < %.,O' E1213431.56 n_ z, 9; z, p, • .' "•. N 01------------ :eI ELEV.=334.47 % ICI Iof 0.4D ' Al • : /U►� y1 I 1$ z\! 1i.'12.70' 16I 1b1 ". �= : ; ° = FINAL I�Lr\T T I. �_ ,I 11 0 ^ -PHASE ,N - � • ® " MA I N HEIGHTS PHA 1-AMENDED I �I NO2'3t Ot"E 61.03' / I EJ �1 3 66.15 W--------------------- ------------------------------------215s----------o------------------ -�,:A# °'. DSO SE m' m' M1 47,73' -_ ' t53 UTILITY &DRAINAGE EASEMENT_______________________________! O ___4 L • O §tONATU ° e ..1 /�The Housing Authority of the City of Little Rock o bK+ FOUND NO 1'Ot"E 430,91 11 I :► w NO2'20'0 " o d1 E D 65t.3') LL •yt�� °•.;YTI'ARth.. 4"; A d- ♦ ••..... ;_______________���.ar ---------I IIY n N 1 PIN •�,,,11,� 150 I 0 40 X #r n �I ` AA i ♦, ,a5�• FENNELL / PURIPOY ARCHITECTS z °�, N t1t8301,2342 -FOUND iI �TH�_ V U ►V{ F NDCOI ,/ 4LA % FOUND K3T U FOUN I �i p z V) M UMENT 41444 r rr IRON PIN E 1 �2133690 480 w E.Oi r Koh ® V I V 1 O FOUND N0IIIIIII 2 23 04 E 1 0•QO N 148302.2073 I ��/ `v.\� �p R£C I NatJa7871.1i161 " 1s�Of N IRON 72,0414 L � F o N 147221.7014 CND: DATE APRIL 11, 2000 k IRON PI '( �`0\ 0 FOND E 1213345.3676 V` _ E 121332�.a44g E 121 317,3598 O (BK.a P 192) i I to E 1213290,8488 DE<�NED BY: AMI ENGINEERING, INC�, �,Ew: PLOT ( fI Ill 1. ACAD: FINPLOT �� i� N 1 .7934 1* ,I,Q FOU D N 14836732 Z ® Q N rT O O (� O H-rn KDV ENGINEERS •PLANNERS SURVEYORS PHOTOGRAMMETRISTS E t 2133 9.1 t52 P, 5 IRON PIN @ � I °� 1n e E 113372.2 a © I a a 0 QQ I W DRAMN BY: JHM 201 Markham Center Drive PROJECT g: 9908056 1 I 3 CHCKED BY: DRV P. 0. Box 25937 Little Rock, Arkansas 72221 w' III E 123313, 0 ® I j I APPROVED BY: DRV (501) 227-7117 Fax: (501) 227-5755 SHEET. t of _ t- ��V