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HomeMy WebLinkAboutS-1146-B Map 2((�� REFERENCE POIIV f u�p' mm "+" IN CONCRETE N o N � o � o � O o oP O . O(SK.4 O CO 7733 --- 1214524.6604 PGASO) o ELEV/ .0 327.94 0�'OF4•�' 0 to O rn a POINT OF SEGMMI -`-.._ "w 1289.44 z 129 ARCEL 01 S02'23' z ty ♦268 (DEED ,o') 0 o 0 M r z 1 z 705.00 r-_•_-__--_ 584.44 15' UTILITY & DRAINAGE EASEMNET w 77.25'__________________________________________...____________________-___________________________- ----- _...... __ 60' UTILITY & O 11T\ DRAINAGE EASEMENT o y oo POINT OF BEGINNING 'X o OVERALL -PHASE 1 & p PARCEL /tA , rW NST33'ES4"W 16 502'23'03" __ __" 110.08' I.W t e- tttS1 8L26• ; SO2'2YOYW 192.91' 4 CR S i i0 S 'm n FENCE b$7__J_/____________-_____________________________: _____--__ __-______--i ____, �_.L,_�; i____ NO3'38'S9"E-226.41_______________26• 'n It �� M1 F S-- �2"w 'll,, 9 1 OR. DISC rO REFERENCE PbI R - 38.00' R = 7500E 3 IN PP Q DiSC iN PAVEMENT = W I a 1€ T 17.26' r- 75 O 3: 3 zWI 53.31' N 148465.091 b l= 32.41' L= tnsz' F C5 C5 z-a; 3 0 E 12- M4401.5400 `07 ___ -_-_ 14' SETBACK ;I,, `- - - - -- --- - - n ,TIN ELEV.=328.21 ; OT� Pty 4xs6 5 iITmTY EasE°Et°T 11 5 ml- �A NQ2-�S48aE-- 2:38 y l t 4 7 ;`3',}' " i26'61'38"E N 148i70.4 JEFFERSON STREET N 147804.790E Pty 4274 �' H 1 X (; { ' Q= 228-51 �38 E 1214337.3532 ; J N 147759.0312 W NO2'25'49"E 96.56' ' L1 31,4T E 121432L8348 E 1214319.9242 R = 38 _ _ 3 So2'2s'+s'w lAU 10' UTNJTY EASEMENT _}_-_" -_ _-_-_- ___-_-_-_-_ - %S02'25'49 W 140.00' 366.00' 45,00' POINT OF BEGINNING P.O.B. N42'34't2 g /5--------------------- rvo V~i 3 i 181.35'151.79' 66 38' n PARCEL /4 NO2 5.' 9"E 28.48' I Pty 425E - - - - - - • I ' ' � 'E Pt 4 225'49"E 394.81' i 542 34' / 260 Jr�C P 4261 "W� t I EASEMENT � I N 1483I0.33 6 1 •. S68'D000 / 28. _ -rR 't. UTILITY E__________________________________'6g2d Pt 4262L _____ _ __________ _ _ _ __-NE 1214343.2892; ;� , .• 6' ly Epj{�(W-_ _-__�T�•-_-54T25'49"W-M+. t�_____________________________________________________ _.-�'. Pty 425,5 W74' SETBACK W rr--,�T®14' SETBACK s Q90'00'0'fdi I ^ It 427456ato I Q = 89 59'59" I R 20.00' rn< a m 0 89 59S�� ( 6 w R t20.W 3R 20.00' I 'm T to nw ''7n3 I.o c`oR 20.00' ;I 90'00'00'•,'1;; T 34.55' R W ;n, 20.00' = I20.00' L= 67.27' T = 20.00' a = 31.42' S UTILITY EASEMEN m T 'L = 31 42' t = 3142' 0.00'L II'_NON-_'s8-_-1 `t-a53t_J i__ NO2.25'49"E_________1i Ll�-4?-_-------_--� 1.42' r j 15' UTILITY EASEMENT 20----�51,5T N 'it`W i is ,-' a 0'AR______ TUTY EASEMENT ul SS:Sti'- - _ ---------- 5' UTILITY i t_J_ - U -- ----' p I ' 1 I -- 127.92 I EASEMENT s ;'1TE aI �,. 61.50' --y '-10.00' 81 ,r 8 1w ' a ; W E 1214400 Iz az I� PAGIS MONUMENT #1004-0188 ALUMINUM SURVEY CAP N 147180.64 E 1214259.31 ELEV.=360.03 A- R = T = L = m STATE PLANE COORDINATES Y I I ; �15.E' N / � �; � •Q I w iv1 POINT NORTHING EAST [TUG DESCRIPTION IIa Vol C; SJf,tA �I 3; ^ILO N< NI A�.4`MT1 I av, iu'i uj m 42E 148169. 530?4409 1213651. 701OL4�787 SETPNTN. CO 'rq ' I M , z, 420148174. 52564761 121365. 91314794 SETPNT 4202 148224. 40833 1213654.03314865 SETPNT ; 4203 149229. 47618694 1213654. 24514872 SETPNT '- 1 I w t- ' 0 4204 147928. 62309800 1213657- 15483610 SETPNT I N0225� "E m°fI, zt W 1 w 7'n 4205 148168. 85157649 1213667. 69070198 SETPNT , , N0227'45E 71.74' ``6'50' L_____--64•_ ---__ •-; f1 ' "' W N >' 420E 148228. 7940U86 1213670. 31963879 SETPNT ,.______________________ }___ m , wI I a1213681.63701548 7203 SETPNT 10' UTILITY Ey-----�( L` ' I 10' UTILITY EASEMENT ; , m, N m e ; �; 42M 148486. 8a 17362a 4 , m ' W , `-----'- -'-"*-'---r+ w r-+-------'------1 r------------------' ,(� i a L 1- ^I m N 4208 148493. 8360983E 1213684 94377203 SETPNT E 1214100 M) �� 5 U71L_EASE.____ NO2-23'37-E 71.75 I W�I. I 56.50' I 54.05' �A4 I "'I > Vl .Tim ;; �f I _ -- 5E LLIag a I I ZI ' I n v M n 4211 147802. 66028174 121375t. 45941707 - SETPNT d o, o; 4211 147853. 48383 33 1213764. 06513095 SETPNT M'1 a I I-1n�a ' Q ;I -+1 I �'I to „'^lj -; 4212 147923. 94753289 1213764. 06513095 SETPNT 4r o ; N. (nla I m i F ; 3'•, ^, p; I I EO n' 4213 147923. 94753289 1213767. 05542341 SETPNT E m I W �(>;Q.S �, '. z i; 4214 147723.91924339 1213790.51400608 SETPNT ,yVzr i Y PG F�' r; o 4215 147635,84887833 1213799.37576189 SETPNT 1N'S c�O 1121410G= I m I~1 i i''I �t 110. 421E 147850. 968LT1734 1213823. 34715245 SETPNT ' N ' ., < ,y ?GTE 4219 l48t66. 68170075 1213836. 74546602 SETPNT �' i w lY 6.�! 11 �a' ' N I a;' m ' ��r)- 4220 148216, 63673651 1213938. 86546673 SETPNT `p 1 W 1 I I w E'q 4223 147870, 10203135 1213844. 17716704 SETPNT i0 I iv I rt1 I M, 3•, _ I j ' M 0!'3B�y`�. `�'y 4224 14846& 81931595 1213946. 22964854 SETPNT F I N022549E i II I� I i�j o � :4;`\ FHr 4225 148145. 85168617 1213855.87949003 SETPNT PtyJN 48 pppp ; P000' 4p N 4226 148235.7707505P 1213959.69548131 SETPNT ' 3; ` I I ,f/ll ,•�;', i0 ; N0225-49"E ' (� h ^ , ` �• 4227 148442. 90785151 I2I38 20 38 z n .S758 69. a8600252 SETPNT C, n I H, I I �1 .-`--�' z O b 'iJ• 4228 147570. 8485271t 1213885. 62507418 SETPNT I 1 a ?� 66.57' POI 4247ry 'YH 4229 147788. 39467807 1213914.03563004 SETPNT W (4 11$:74' �i' ,"1 502 '2 W Pt 424E i �'� ,m �' A O 4. l 2424 SETPNT , ai n R � 4230 147866. 71003052 12139�22 052 W i N0225'{8'E N8 �3 2'W ' J m --___ I {y II I'* q•y'V;' �,, 's3), 4231 147623. 536722 9 1213 5. 37371010 SETPNT ____ 0 O 4233 147796. 35989561 1213930.8710189E SETPNT a_T__-56.50_______' a� 149.t6' 'i �j.+, 38_65• Zia ic25.40"•�.00,'O , e 1 5' UTILITY' ' 9, ' 10.55' ' i 13___________________ ------ --- ---+ w - a;N g?•� .ipp��49„ 4234 148142. 45968503 1213935, 80753724 SETPNT `-"- '--- -'----- -----"--- ' I ^7 4ui O V' 4235 148232. 37874939 1213939. 623S3851 SETPNT R EASEMENT I 10' UTILITY EASEMENT I�-UTILITY EASEMENT -_--; =h, " ,)8•, 2 �� A{ • I - r _____-__ ____________________ __________ r_________� l ------'-"-------. 1 NO2'25'48"E 99.50 ' ' N02425 48•E 193.50 " "' ' - NOM 48 E ? F' 423E 1478a5. 88W 1563 1213943. 2392382E SETPNT Q = 90'O8'42 SOB N0225's8"E 91.Cy3' I ' o ey 02 ei 4238 148439. 32772146 1213949, 40607597 SETPNT M M ro9'4 ; ' Q = 9l)'00'00" I a 30.76' sue.,' O Pty +2a3 ' I 8"W Q - 90'0000 I I I Q a 90'QQ'OQ" ; 'I• 1m F' s 4240 t48L61. 59369905 1213956. 63755182 SETPNT OD R - 25,00' S0.05' `oWi ; I i� R - 20,00' ' V w ° 4241 148211. 54873490 1213959.75755253 SETPNT QA GO R = 20.0 R = 20.00' n I' m1 " p = 55'30'00" "N i I T = 25.06' y eol i .nn; ir°i n, T s 2Q,QQ' o' '0' �.q� '•,vS 4243 147594. 51405183 3233961. 0624279E SETPNT ,5J', In v>; I T = 20.00' , . T = 20.00' `,QiwN, 5' UTILITY EASEMENT "1' I 41 o R = 20.00' C9.� s 4245 148463. 24247484 1213974. 50683739 SETPNT 1 ty { s L 39.33' n ri1 ; N ty 4240 L = 31.42 n O L = 31.42' ° P V Pt 42 ° N h O \ 424E 14765a. 29573560 1214006.35205465 SETPNT m <, , L 31.42' A m , , Ma2. t 12-W A T = 10.52' p ro• r3O'09'E m I . I N4725'46'E 2 4247 14777 . 77770 1214011.20236590 SETPNT ' _�4B 10' UTILITY EAS VENT 14' ,1'iE♦,TBACK _N4Y34i2`W Pty 42 1 _ 10' UTV �ASENENT 14' SETBACK Zg, I L = 19.3T �O l _ �g,28-__!_ _- _-_�y_-_--.- 4� ¢j`J, 4248 148458.9 09128D 12U077. 73980417 SETPNT _______3.__________ _y._x.__________________ r____________________________ ___. Pt# 4 '40'48'E 1A,.(K\�� 1 " 4250 147781. 72120223 12I4275. 9L262567 SETPNT NO2'25 48 E 276.00 Y - 5. Pty 4231 TIT. ` 4251 147831. 67621874 1214277. 93307976 SETPNT t7J1' NO2'25'48"E 207.14' Pt 423a Pt 4230^' i PtA8.62' 4 j ' RF,S t ,y 5•s $ + ' PG E 003 4254 148147. 38984315 1214291. 33278369 SETPNT N I 1 15 E t21E902TPNT 5218951 20."'��- 00�0'i Sp 4259 4255 149760.89197. 48996E 1214294� 94663968 45323778 SETPNT E t213897.7515 _.-.` - '1 Ply 4228 4259 147850.810132E 1214298. 76309007 SETPNT ; • A'3 �D<�T••�,��r 4260 148126. 55972782 1214310.46679343 SETPNT ' N0225'48"E 3 MADISON STREET N0225'48'E ___ ---_-_ � ?e�FMEN.:Cr 4266 148282.8002936E 1214317. 05317261 SETPNT m1 426E 1482A30. 68004/07 1214367. 05317267 SETPNT m; T '�. \\ 4267 148463. 56706895 1214370.18592300 SETPNT N 148514.3634 N 147823.4465 I \`\Q/S �' O 4269 147752. 38722888 1214495.33127263 SETPNT E 1213911.5544 I E 1213W2.2332 Qv I • :� O 4273 148308. 72120943 1214381. 25503M2 SETPNT Pty 4227 Pty 422E I Pty 42254223 9 Cj O 4274 I47758. 77118693 1214344. 90167544 SETPNT 502 25'48 W 207.32 S02 25'48'W-276;00' - - 23 IM 3�Fr �00�0 I z ______________-__- Pt/ 4219 ..__.,E-___ -- ___-� ___-547YB 2 to 421 ' 1 "!8`36"E-�HtY iL�ik+'FY HEASEMEiT--_---$4723'�'TF•�"L Pt# 42 28.28' tYRtlilY'E'ASEMER'1T-�14' SETBACK 'Tin No, 34.f6' 14' SETBACK 2828' I = i i ;m 28,2( 1213800 btya 2 1 Q 90'00'00" �'. ' LAJ i I Q = 86'10'52" Q = 9U'00'00" y i _ o'° �j I'"° Q = '' i ° R 20.00' R R = 20,00' _ ' R = 25.00' ir�pi ' T = 20.00' mp 'iw� 5' UTILITY EASEMENT �', w R - 2 00' r N8 34'12"W A Y 'Ss• z T 23.39' ,MI��,,� T = 20.00'I I "'I l 31 42' n ;� o T W.M.�000 a' I Pt 4z14 0 ?eE =a DD I I ;yA(+�U-30"E L 31.42' I . N0225'S3'E tE.32' ' ; !A L = 31 142• m 9.34' D6�''. N f L = 37.60' 25_00._tii0'729'S $ 10a.46r- ----------.y.lt1 --�j -- ----------------- I NOY25_53_E--- 99.70''t .,• ; ' Z'1i• �I COI 15' UTILITY EASEMENT '---- �.�i 95.97 3. iv I Pty 42i :a'$'8'A� N$ �E 1213800 I N , fir___________ 87.18r_________� 20' UTILITY EASEMENT POI 42131v_ „5.81 - Pty 42 6$ $A$+ "'� P b__ 5' , w I No225E 144.3a �j y o (D ---- q NO2'25'4$'E 1.40 9lj O' F I '0 119.94 Ni '1 `72.40 AI !\, Q '113'46'32" %S pq 4210 ,znI N8734'12"W / 10'J^ Z _________�; i 1 R= SO:Qfl' O N 147658.2565 19.34' 6.47'/ ! O E 72133.E52 T= E 1213778.6887 *I4N ,M , •N o I I ^ ARv iv •-' R- 'L c , I o L = 99.32' d' �Il? n I 212 B/ W I r� Y S al w I I G : 34'35'34" �•7V 7{ :R = 14,01' ,50 a I z 10 ; ��� A SO• 2 a 3 ; r e 14.01' vi,i 1. „6, (n «n>k, m ,V \8 .1 Sp' 3, "' a OO :L = 27.17' 00 to I 15N nl' rn y�ss N0225'S3"E *M1�4A/aj -15' UTILITY EASEMENT �__�_____63 _________• a" I I T 10' UTNtt EASEMENT Z. I z 7.00' 1o' Pty 42 205 75.75 y42E _y4________________ , _________-,258.30' 11 •N A I U'} 4'O 4 � t• Pty 4204 I , Rqi .33 -r NN02330p �..______. 2 0.4E Pty 420 NO2'30'41 "E 265.30' 1 "Nii2`s7'58'E' • i�8,'(sd Pit K107 Pty 420 Pt 4402 .ts' N8T34'12'W S$734'1 NO2 5'48" 6.7s' POINT OF BEGINNING 16.092" 5' N87'34'12"W z 1 e� / p o \ 1600 LIMITS OF PHASE 1 "' s e"r i- w F- 3 V) o 'A CC-4 K' REFERENCE POINT DISC IN PAVEMEN' V) M N 148502,7364 E 1213498.3310 ELEV,=322.06 E 1213500 o ,4 ' ry FENCE DISC ; COR. IN PP L W N ;Ld 2 N W, � 11Y W; a' 00 NW W; 00 1b zI a 1 o; Z' i ibi Yi 0; iN i m, ty a2 I NO2'25 48"E NO2'25'48"E 148199.5032 5.00' E 1213652.9 31 5.00' POINT OF BEGINNING ' PARCEL /3 P N0226.44"E 382.79' f;P W;Y WI PAGIS MONUMENT #1004-0189 ALUMINUM SURVEY CAP N 148157.59 E 1213431.56 i ELEV.=334.47 L--------------iio_ar--------------- 1 Z I FOUND N 1 E 1 IRON PIN PIN 8301.2342 133693480 N0273'040E 1 0.00 I FOUND N 148302,2073, N 00 IRON PI ( g8 / E 1213346.3676j N 14M OD\ 9.7934 P IRONFN PIN E t2133 P ,�� �Q RQN PIN 9.u52 P N 1 9.9tto N 148367.32 E 1213372.2 e0�1? E 123313. Q '01"E 430. ® 9 I © � � v1, W • i tOiLID) 5-50 FOUND 0 IRON PIN 0 N 147871.I116, 1�01 E 1213320.444' 00 s i I 70, __ _ _____________ _ NO2'29'59_E ___ _ _________-____. 10' UTILITY EASEMENT +13§2 MON N N 147 72,0414 E 121I317.3598 C-) (a IS °Ss. 15' UTLTY & DRAINAGE EASEMENT NO2 20'0 "F4 , '� " I � ® 13L n N TO 1"`H� ZITY C O (BK.4 Pl, 192) II Y I 1 PEED 651.3') I 1.11' pO�K it O I O O LEGEND • FOUND SURVEY DISC O FOUND IRON PIN • FOUND CONC. MONUMENT B/c IE 1213500 (p LEGAL DESCRIPTION I SECTIONOF _ _ A TRACT OF LAND LOCATED -10, DLI NORTH i/2 OF THE 1/4 O ARKANSAS MORE PAR71CULALY D SCRIBW AS ASROCK• FOLLOWS; CA11NTM r1;�U✓ FOUND CON . MONUMENT I VV „ Wt 2, NE1 a• QORALL-PHASE-PHASE 1 PARCEL 3 NE 1/4, SE 7 T-i-N, R-12-W BEGINNING AT THE SE CORNER, WEST 1/2. ME 1/4, NE 1/4, SECTION 7, BEGINNING AT THE BE CORNER, WEST to. NE 1/4, HE t/4, SECTION 7, f4% 9 T-t-N, R-12-W. THENCE N 02. 23' Or E A DISTANCE OF W4.44 FEET T-t-t R-12-7L 1XENCE N 08 23' 03" E A DISTANCE OF 1289.44 FEET E 1214471.0 75 TO THE POINT OF BEGINNING; THENCE N 8r 34' 12" W A DISTANCE OF TO A POINT; THENCE N 8r 28' 54' W A DISTANCE OF 843.53 FEET TO 484.57 FEET TO A POINT; THENCE S OY 20' 2W W A DISTANCE OF A POINT; THENCE S 0Y 3W 41' W A DISTANCE OF 265.30 FEET TO A t- 118.74 FEET TO A POINT; THENCE 5 3r 08' 49" W A DISTANCE OF POINT; THENCE N 87' 34' 12" W A DISTANCE OF 16,09 FEET TO A POINT, O V) I 75,00 FEET TO A POINT; THENCE N 50' 52' 53" W A DISTANCE OF THENCE S OY 2V 48" W A' DISTANCE OF 55.00 FEET TO THE POINT OF 46E Y' FEET TO A POINT; THENCE S 3r Of 5W A DISTANCE OF BEGINNING THENCE S 8r JW 12' E A DISTANCE OF 185.E FEET TO = 3 900 FEET TO A POINT; THENCE N 5Y 5V 50- W A DISTANCE OF THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A I- O 1 118,00 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 - K 65.E 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 LEFT HAYING A RADIUS OF 50.00 FEET AND A CHORD BEARING OF S OY 26 48' W A DISTANCE OF 276.00 FEET TO THE P.C. OF1-12 A CURVE; R FEET DING SAID CURVE TO THE RIGHT MINING A RADIUS OF 20.E N /9' ID CURVE; W AND A CHORD DISTANCE OF DISTANCE FEET T1 THE P.T. THENCE. AL OF SAND CURVE; THENCE N 02' 25' 48" E A DISTANCE 11 .00 FEET FEET AND A CHORD BEATING OF S 4r 25' E; WAND A CHORD DISTANCE OF 10 A POINT, THENCE N Sr 33' 50' W A DISTANCE 4 110.E FEET TO DISTANCE FEET TO THE P.T. T SAID CURVE: THENCE N Sr 34' tY W A A PORT; THENCE N 02' 30' " E A DISTANCE OF 240.4E FEET TO A DISTANCE OF 70,53 FEET TO A POINT; THENCE N OY 25'3T 48' E A O THEN THENCE N 8T 34' t2" W A DISTANCE 0 16.E FEET POINT; A POINT; DISTANCE OF 110.0 FEET TO A POINT; THENCE N 8T 33' SO' W A THENCE N OY 25' 48' E A DISTANCE 16.0 OF 60.E FEET POINT; A POINT, 1XENCE DISTANCE OF 110.E FEET TO A POINT. THENCE N 02' 30' 41' E A S Sr 34' t2" E A DISTANCE OF 16.09 FEET TO A POINT; THENCE DISTANCE OF 240.4E FEET TO A POINT; THENCE N Sr 34• tY W A N 02' 39 41' E A DISTANCE OF 265.30 FEET TO A POINT; THENCE DISTANCE OF 16.00 FEET TO A POINT; THENCE N OY 25' 48' E A S 87' 28' 54" E A DISTANCE OF 843,W FEET TO A POINT; THENCE DISTANCE OF 5.0D FEET TO THE POINT OF BEGINNING AND CONTAINING S 02' 2V Or W A DISTANCE OF 705E FEET TO THE POINT OF BEGINNING 1.192 ACRES OR 51,937 SQUARE FEET MORE OR LESS, AND CONTAINING 14.205 ACRES OR 618,773 SQUARE FEET MORE OR LESS. PARCEL 1 PARCEL O 4 ,-,I BEGINNING AT THE SE CORNER, WEST 1/2. ME 1/4, ME 1/4, SEC11ON 7, BEGINNING AT THE SE CORNER, WEST 1/2. HE 1/4, NE 1/4, SECTION 7. NI T-1-N, R-12-W. THENCE N 02' 23' OrE A DISTANCE OF 1289.44 FEET TO 7-1-N, R-12-W, THENCE N OY 2V 03-E A DISTANCE OF $84.44 FEET f�'^ THE POINT OF BEGINNING; THENCE S 44. 05' 12' W A DISTANCE OF TO A POINT; THENCE N 87' 34' 12' W A DISTANCE OF 200.56 FEET TO 206.12 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO A POINT. THENCE N 02' 25' 49' E A DISTANCE OF 90.00 FEET TO THE THE LEFT HAVING A RADIUS OF 38.00 FEET AMID CHORD BEARING OF POINT OF BEGINNING. SAN) POINT ALSO BEING P.C. OF A CURVE; THENCE T AMD A CHORD 1•� S 68' E' E" ; AND A CHORD DISTANCE OF DISTANCE FEET 6 THE P.T. ALONG SAID CURVE 5' THE AND HAVING A RADIUS OF 20.E FEE °�• Y I To SAID CURVE: THENCE S OZ*HE CE A49"LONG W A DISTANCE OF 66.38 FEET BEARING SAID S CURVE; 25' 4EN W AND A CHORD DISTANCE OF 28.28 FEET FEET THE O I 70 THE P.C. O . CURVE; THENCE ALONG SAID CURVE 4 THE RIGHT HAVING TO OF SAID CURVE: THENCE N Sr 34' G W A DISTANCE OF 335.E FEET A RADIUS OF 20.E FEET AND A CHORD BEARING OF S 4r 25' 49' W AND 70 THE P.C. O' A CURVE; THENCE ALONG SARI CURVE TO THE RIGHT HAVING A p DISC IN ```` A CHORD DISTANCE OF 28.28 FEET TO THE P.T, OF SAID CURVE, THENCE RADIUS OF 20.00 FEET AND A CHORD BEARING OF N 4Y 34' 12' W AND A CHORD 35 11� N 8r 34' 12" W A DISTANCE OF 3.E FEET TO THE P.C. OF A CURVE; DISTANCE OF 28.28 FEET To THE P.T. OF SAID CURVE; THENCE N 02' 25' 48' E O 1$" OA THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.E FEET A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE I AND A CHORD BEARING OF N 42' 3V 12' W AND A CHORD DISTANCE OF TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF 1 4.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 02' 25' 48' E A N 4r 25' 48' E AND A CHORD DISTANCE OF 2&28 FEET TO THE P.T. OF 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 335.00 FEET TO THE OILVE TO THE RIGHT HAVING A RADIUS OF 25.E FEET AND HAVING A CHORD P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS RARING OF N 4r 30' 09- E AND A CHORD DISTANCE OF 35.40 FEET TO OF 20.00 FEET AND A CHORD BEARING OF S 4Y 3W 11" E AND A CHORD JEFFERSON ST. THE P.T. OF SAID CURVE; THENCE S 87' 37' 00" E A DISTANCE OF DISTANCE OF 28,28 FEET TO THE P.T. OF SAID CURVE; THENCE S 02' 2V 49' W 50' R.O.W. 102.72 FEET TO A POINT; THENCE N Sr 06' 05' E A DISTANCE OF A DISTANCE OF 276.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 293.08 FEET 70 A POINT; THENCE S Sr 28' 54" E A DISTANCE OF 2.713 ACRES OR 118,155 SQUARE FEET MORE OR LESS, 43 15462 FEET TO THE POINT OF BEGINNING AND CONTAINING 2,611 ACRES ,1. OR 113,740 SQUARE FEET MORE OR LESS. 1N PP PARCEL 1 A PARCEL 5 BEGINNING AT 714E SE CORNER, WEST 1/2, NE 1/4, ME 1/4. SECTION 7, BEGINNING AT THE SE CORNER. WEST 1/2, NE 1/4. ME 1/4. SECTION 7. R-12-W, THENCE N 02 2S 03"E A DISTANCE OF W4.44 FEET TO T-1-N, R-12-W, THENCE N 02' 23' 03"E A DISTANCE, OF 584.44 FEET THE POINT OF BEGINNING; THENCE N 8r 34' 12" W A DISTANCE OF TO A POINT; THENCE N Sr 34' 12' W A DISTANCE OF 200.56 FEET 0 150.56 FEET TO A POINT; THENCE N OY 25' 49" E A DISTANCE OF TO THE POINT OF BEGMIK THENCE N Sr 34' 12" W A DISTANCE OF 284.00 REFERENCE POINT 522,34 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO FEET TO A POINT; THENCE S 02' 2V 28' W A DISTANCE OF 118,74 DISC IN WLEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF FEET TO A POINT; THENCE S 3r 08' 49' W A DISTANCE OF 75.E N 25' 51' 38" E AND A CHORD DISTANCE OF 31.43 FEET TO THE P.T. FEET TO A POINT; 11HENCE N 50' 52' 53' W A DISTANCE OF 46.00 PAVEMEN OF SAID CURVE: THENCE N 44' 05' 12' E A DISTANCE OF 206.12 FEET FEET TO A POINT; THENCE S 3r Of Sr W A DISTANCE OF 66.OD TO A PONT; THENCE S OY 23' Or W A DISTANCE OF 705.E FEET TO FEET TO A POINT; THENCE N 5Y 59' SO" W A DISTANCE OF 108.E N 147066.3791 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 T E 121420 .2239 FEET MORE OR LESS. TO THE P.C. OF A ET THENCE ALDING SAID CURVE O THE NIGHT HAVING A RAMS OF 20.E FEET AND A CHORD BEARING OF N 64. 40' 48' E AND ELEV.=36 .95 PARCEL 2 A CHORD DISTANCE OF 18,62 FEET TO THE P.T. OF SAID CURVE; THENCE P.C. CURVE; 2 FEET TO TO THE .C. OF ® S EN 34' ON E A DISTANCE OF 345. 5 BEGINNING AT THE SE CORNER, MST 1/2, NE 1/4. NE 1/4, SECTION 7, HENCE ALONG SAID CURVE 70 ilff RIGHT HAVING w 4ORDS OF 20.E FEET T-1-N, R-12-W. THENCE N OY 2Y OWE A DISTANCE OF 1289.44 FEET AND A CHORD BEARING OF N 42' 34' 12" W AND A CHORD DISTANCE OF TO A POINT; THENCE N 87* 2W 54' W A DISTANCE OF 80.53 FEET TO 28.28 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.808 ACRES OR 35.159 SQUARE FEET MORE OR LESS. A POINT; THENCE S 02' W 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 THE P.C, OF A CURVE; THENCE ALONG SAND CURVE TO RIGHT HAVING A RADIUS OF 25E FEET AND A CHORD BEARING OF S 40' 39' 38' E AND CERITIFICATE OF OWNER O A CHORD DISTANCE OF 34.16 FEET TO THE P.T. OF SAID CURVE; THENCE S 02' 25' 48" W A DISTANCE OF 207.32 FEET TO THE P.C. OF A CURVE; WE, THE UNDERSIGNED. OWNERS OF THE REAL ESTATE SHOWN TIERCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.E FEET AND DESCRIBED HEREIN. 00 HEREBY CERTIFY THAT WE HAVE I AND CHORD BEARING OF S 4r 26' 48" W AND A CHORD DISTANCE OF LAID OFF. PLATTED AND SUBDIVIDED, AND DO HE BY LAY OFF. 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 8r 34' 12" W A PLAT AND SUBDIVIDE SAID REAL ESTATE IN A ANCE WAIN DISTANCE OF 185.E FEET TO A POINT; THENCE N 02' 25'48" E A THIS PLAT. DISTANCE OF 5.00 FEET TO A POINT; THENCE S 8T 34'12" E A ' ® .., DISTANCE OF 16.09 FEET TO A POINT; THENCE N OY 30' 41' E A 3 DFli&;--- 510NE�DIST ACE OF 258,30 48,385 SQUARE TO E POINT OF MORE OR INNING AND CO°Ne�41WYRAa44WNp,®, ' • F__ G° t p� ®® D TE NAME o° z" r7 Os. ADDRESS ♦� 0 i ��+n*'4s:,� ✓�'ur SOURCE OF TITLE: D.R. BOOK 278 PAGE 553 -INST NO 57095 SOURCE OF TITLE: D.R. BOOK 278, PAGE 554 - INST. 140. 57096 m •ee f'ffi*ia •:*` ®a SOURCE OF TITLE: D.R. BOO( 278 PAGE 554 INST NO 57097 i* 1v ® SOURCE OF TITLE: O.R. BOOK 278, PACE 555 - MIST. NO. 57098 LLJu SOURCE OF TITLE: D.R. BOOK 282, PAGE 177 - INST. NO. 57099. ® $WINCE OF TITLE: D.R. BOO( 604, PAGE 15 CERTIFICATE OF REC RDING r 44/ibjf( (1q�r.�e°4 THIS DORM TI {N,�4 �`� " L® _ OLEO FOR SURVEYOR', NOTES 44**4444AW0►®®4* RECORDg1�1�1{ 7{T7-'_�7-POIFE_'_74T� IN PLATBOOK 1. DISTANCES ARE SHOWN IN FEET AND INCHES AND DECIMAL PORTIONS THEREOF.--'�A�tJI�IV I1LC 7� /'a�CUIi-=JYOLU �`r2i�( / CQtf�Er 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMENTATION. (INALIE) - �_. 3. IN ACCORDANCE WITH FLOE INSURANCE RATE MAP - COMMUNITY PANEL NUMBER 050181 EIIE - REVISED NOVEMBER 3, 1993, THIS TRACT OF LAND IS NOT LOCATED WTHIN THE 1E YEAR FLOE PLAIN. CERTIFICATE Of, ENGINEERING ACCURACY 4. THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRICT / - J TO PRO - PLANNED RESIDENTIAL DISTRICT. 1,�[°/+ HEREBY CERTIFY THAT THIS PLAT CORRECTLY REP NITS A PLAT MADE BY ME. 5. EASEMENTS SHOWN WITHIN MADISON HEIGHTS SUBDIVISION BOUNDARY OUTSIDE THE AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE PHASE I LIMITS ARE ALSO DEDICATED AND PLATTED AS A PART OF THIS PLAT DOCUMENT, Roo( SUBOMSION RULES AND REGULATIONS HAVE BEEN COIN EO WITH. C ERROR OF CLOSURE = 0.000 !< &XVC! =ED i DA OF EXE TION NAME. REGISTERE O 7. THE FORMER DRAINAGE EASEMENT FILED FOR RECORD NOVEMBER 16, 1979, OF RECORD ENGINEER NO,---- - -__ AS INSTRUMENT NO. 79-54.736. AND RE -RECORDED 14OVEMBER 19, 1979, O RECORD AS ARKANSAS INSTRUMENT 90. 79-65006. IS ABANDONED AND REMOVED FROM THIS PLAT BY VIRTUE OF THE RECORDING OF THIS PLAT WHICH PROVIDES NEW DRAINAGE EASEMENTS. CERTIFICATE OF SURVEYING ACCURACY 1, eY CEPoTIFY THAT ® \ THIS PLAT CORRECTLY REPRESE S A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL ONUMENTS REQUIRED ACTUALLY ExrST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED 4.�pp• WITH.r_r ` � ASP O� ✓1 DATE EXECUTION NAMI V REGISTERED. PROFESSIONAL NOTE; THIS PLAT PREVIOUSLY RECORDED LAND SUR O 2 IN PLAT BOOK F- PAGE 185 ON 4/20/98 NO.____ z- a AS MADISON HEIGHTS SUBDIVISION PHASE i. ARKANSAS O L\A Ell 1 CERTIFICATE OF FINAL APPROVAL GRAPHIC SCALE PURSUANT TO THE LITTLE ROC( SUBDIVISION RULES AND 60 0 30 00 120 240 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 REGULA o� iN %I,.''F.'(' ) DATE OF EACUTOf•U L.R. PLANNING inch - 60 tt COMMISSION REFER NCE POINT DISC i PAVEM NT N 147 24.8555 E 1213,489.6575 9�d ELENImm304.82 END FENCE MONROE ST. 50' R.O.W. i- V) M =3 N ~C? E to Of V) 3 �z RUND CONC= )NUMENT 147221.7014 1213290.8488 G I I I I I BY; DA1 o�M 4/11/00 JHM I REVISED EASEMENTS AND SETBACK5 DATE BY I DESCRIPTION I4411 A114A*4j FINPLAT2.DWG 1STE14'4., DATE SHT REFERENCE '• STATE 9 AMAlaw•''••: FINAL PLAT 's o= MADISON HEIGHTS SUBDIVISION -PHASE 1-AMENDED S10NAT11 The Housing Authority of the City of Little Rock Q FENNELL / 0HPItI-0Y ARCHITECTS DATE: IESIGNED BY: $4106 DATE: APRIL 11, 2000 AMI ENGINEERING, INC IM, ACAO: FINPLOT ENGINEERS * PLANNERS * SURVEYORS * PHOTOGRAMMETRISTS VIEW= PLOT PROJECT p: 990805E 201 Markham Center Drive P. O. Box 25937 * Little Rock, Arkansas 72221 (501) 227-7117 Fax: (501) 227-5755