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HomeMy WebLinkAboutS-1146-D Map 4+ IN CONCRETE Wt214524.6604 . _ 327.94 C> z nomm i I 7Ub.1RT f j- 77.25' so' UTIUTY & O O O i s O O DRAINAGE EASEMENT ` O O \ i'\ { S02'23'03" N87'33'54"W 81.25 O �� - 502'23'03"W 192.91'--i - - - - - - NO3'38' 'E 226.41' FENCE ?� S j ,✓ � - - - - N, OR. 6 24I PACTS MONUMENT #1004-0223 =a.• �REFERENCE PSI o = a851'3S" P M T #1004-0224 ALUMINUM SURVEY CAP 90'05b0" DISC ALUMINUM SURVEY CAP N 14'7824.33 R = is i00 IN PIP DISC IN PA' MEINT R 38.00• 148291.90 E 1214298.10 L = ms2' - $ N 148465.091 p i T= T 7.26' £ 1214319.49 ELEV.=318.24 r o I^ E 1214401.54Q01 ///ppp •���• 427. L = 32.47' ELEV.=323.10 - 14' SETBACK- E 12144 r / Pt# 426E 5 UTILITY EASEMENT - - - ELEV.=328.211°)/ \---->�-------�A02549E----------5�2.38'- �t# t# 67 01 / ,, N 148170.4593 N 147804.790E 21- 228'51�3�z8•s1'38" E 1214337.3532 JEFFERSQN STREET 1214321.8349 !LLI- I N022549E a6-- 8 3 Li 31.a3' - 3 S02'25'49"W 45.0 W 10' UTILITY EASEMENT 1 T = - - f40.00' L0 366.00' L 151. '9' S0266 38 "W N 2'25 49' E 28, ' N Q I I i S68*0 1' 1: S423 '11"E Pt# 4260 _Pt Pt# 426t N Ia4 310.28 3326 69.20' UMLML EASUa - - --mac 7799g'yg"Ny- - - - - g7 � 90.00' Hz I E 1214343.2892 i 547'25.49' N pp I Pt 4262 S47'�5'49'W ® U TY -�-- - (D 74' SETBACK Pf# 4251 t I I '`t 4- SETBACK w I i 2B g ` = 90'00'0� w CD i t# 425t i CO I 6= 89'59'59" I R= 20.00' aml I <�.I 0= 89"59'5�' i Nj I R = 20.00' I 5 T = 20.00' R = 20.00' io 1 R W yi 5' UTILITY EASEMENT T = 20.00' ml 1 T= 20.00' ICI L= 37.42' � 1 1 I L= 31.42 i I I I L = 31.42' '� I{ L �'25'48"E 71.50'1_25_3T _f L, NO2'25'49"E - 102.1E LL -, SZ02' -, - J L 1 I ~I 5 UTILITY EASEMENT N87'34'11'W F 51.57' ZW _ CSS' 20' UTILITY EASEMENT 5' UTILITY - - - - - EASEMENT 61.50 r o.00' tzzsz W 100. - 20.00' 1 vi 8O r, .l a I- Izis 6. 0.. N022 '4 "E ml w I w W Q .. Z I m. i 1 NO2'27'45"E 71.74' L 5 5- J 54 �. "I w I c <wv ' < I m Cfo_uTILITY Ens M to' UTILITY E al i w w 0) L.5_UTIL. EASE. ( NO2.23'37"E .75' -o I 56.50' 54.05'- �� I xl 11? ("- Sao I y I Ev.YY 5.00' � a � � I I 41 I ND' COI � L E 1214t 0 f I ~ N =1 < I 0 t i Pt# 14,48 I I `- �I Ipp�ppl i� I NO2'25'49"E I I1 W t/1 I N020.38' "E 20.00' I I Z f I ! L/ �, I s I T � 0 66.57' R �W II b I 5' UTILITY 190Y250 SE NB 500? L J 3865' -41 p �io-s�369�4E --1 ' UTILITY EASEMENT p I I EASEMENT10' TnL TY EASEMENT rLN022548"E,J91. 1 NO2'25'M8 9950' I N0225'48"E 193-50' 42" �� 90'00'00"= 9000'00 i' 4 0 = 90'00'00" 3 R = 25.00' . I I �i 1^ R = 20.00' l R = 20.00' Mo c 00 R = 20.00' 06 n cn T = 25.06' 'a T = 20.00' "'I I"' T = 20.00' M,;I I 5' UTILITY EASEMENT 7 = 2'1).4 ,q 1 Pt# { 45 L = 39.33' NI I tv t# az4o ,I L = 31.42 �� L = 31.42' ' 1 Pt# 423E m .o- L= 31.42' '` N47'25'48`E z l 1 N42'34'12"W 1 N47'3d09'E �� Pt# 426? _ 70' U1fU ASEMENT 14' SETBACK^ 2 . ' �'4' TBACK N42'34'12'W ` II{ -,,Q ,,Q - 35.40' 70' UTILITY EASEMENT- _ / I 1�''-' �- -�T' - - - - - - - - - - - -_ - - -- - - - - - -I - 33b ���--- --- --- � NO2.25 a8"E 276.00' 7.71' \ - Pt a�238 NO2'25'48"E 207.14' Ptf a as' - PL a23a Pt a23a- STREET - N0225.48'E 366.00 O ® 13L (81C.4 �© M ct' z 0 e� NE i/4,' SE Pill t 89.44 z *EEO 12s -V) a-la-w PL az6e _ E 1214471. 75 -� 1- 584,44' 15' UTILITY & DRAINAGE FASEMNE7 1------------------------------------------------� O �, 40 H- °CIO $ o �" E 1214400 i z - at I I n 1� PAGIS MONUMENT it004-0188 I ALUMINUM SURVEY CAP ml Tn a zII -I FIz N 147180.64 N) - az7a .; I PdNT t3f BEGINNING E 1214259.31 "1 INT ARM ELEV.-360.03 1 o' 12 ---_ N022549'E- _-_--__-- 1 i 2az5 �02'2409-" W - - Pti 19000 - - - --3t�.39T IS' UTILITY EASEMENT - r \ O DISC iN G - 750937'I 18" 0 t6 4 50 T - 2/�.96- yL - 43.W 1 R . 34.5V i R = 20.01Y \ \ T - 67.27' a? s \ ? L = szzT \ I JEFFERSON ST. T - 10. 00 \ t \ \ 50' R.O.W. I yw PP IN II C4 I REFE STATE PLANE COORDINATES i DISC w �• - ACTING t16•CFRIMial dPOINT NRNTNiN. L i' PAYE 3 14787e.0414E= 1213337 35975000 FIT, ...m E 12 4 147871,71606399 121=& 44436M FNDPRT IN 5 14MM. e07n"l 1213345. 36757630 FNDPNT I ELEV 6 148301. 2342393E 1213369. 34T98076 FNMFWT 7 14Mt.3209D462 1213372.23296423 FNDP14T E 1214190 I I`" I 8 148369. 9139B465 1233311 M2510 FNDPNT O Q ^ 9 146509.79337407 1213319. 1151WSI FNDPNT 4200 14016% 53014403 1213651.70114787 FN"T I to = y Z 4201 148174.5e564761 1213ti51. 91314794 FNDPNT i Ij p 42M 149224.4906633E 1213654. 03314M FNDPNT On 42W 148229. 47618694 121W654, 24514972 FNDPNT O 42U 1479M 62309NO 1213657, 154936/0 FNOPNT I 11jiy� 4205 148168.85157649 I2I3667.69070198 FNDPNT I n O�{•�g07' 4 fz 4207 14949C 84173624 1213681. 63701547 FNDPNTT 42M 149493.8360983E 121%91. 94377203 FNDPNT 4210 147671.960MM 1213751. 45941707 FNDPNT 'z t# 4247 �•`I°�^ 4211 1478M. 66MI74 1213761. 9083'1389 FN9PNT * 4212 147853. 483EN833 1213764. 06513095 FNOPHT NO E 10�3 Pt# 4246 4212A 147653.31424075 1213768.06147583 SETPMT I p yry Pti, �\ S3� - 4213 147923.77751234 1219771.05180943 SETPNT i u LiD25_40'.00ryo� NJB 43\ ?08' 4214 147723.9192433E iel3790.514006M FNIIPNT �6 �O2 ?O " S�O9 JI 8 iei760.899138764 12i44294: 9946b�'"a F� i F� �NO2-25'48"E E\ F\ 19M 147652. 10342702 12142M 32933580 SETPNT I M; 1 a< 30.76 s B>� p4,,, Pt# 6243 190DI 147664.00364431 1214006. 74894906 SETPNT i 55'30'00" 19M 147804.08083a55 lei 37M. 2213307 SETPNT \Y 19003 147813.65603313 1213523.3102270a SETPNT I r �I N R = 20.00' S 5 9 yi1, O R*, 19004 147794. S2201647 3213502: 4802123a SETPNT T = 10.52' ^•�j l l O \ \ 19W5 1476OZ 92464OW 1213497, 74423775 SETPNT 1 1 L = 19.37' ! vYYY y C� \ 19WS 147863.6110693E 1213525. 43MISN SETPNT v �' S3j• J 19007 147884. 44308133 12135W:29620175 SETPNT Pt# 64'40'AS'E 19M 14116Q 19073769 1213517. 998471133 SETPHT 18.62' Pt# 4231 6,0�. Pt a22� 6 S3,• IMO 149179. 32475435 1213S3B_92949303 SETPNT 19032 149229, 27979060 1213540.94949197 SETPNT \ 19031 1483M 1098a255 1213521.8144I584 SETPNT ?a \ \ at#4228 19013 14831E 555MIJ 1813474,67417981 SETPNT 190P3 t4831& SSS85011 1273474, 67417981 SETPNT '36• VYj- \ 2S• / 19014 1. 7796, 61833037 1213452.52417137 SEIPHT er) \ `SS4$ryq� \ \SfTeq 19015 1470M. 4093721LI 3213314. 52121347 SETPNT F'a 19016 14e4n 553MI65 1213574. 67452404 SETPNT rot O/SOS 79� �\ 0�000 I Pt# 4227 Pt# 4226 I Pt# 4225 «s •+«•+ ?r?°3, SERF •83, \ \ b_ 7.7 - S02'25'48"W 207.32' _ _ S02'25'48"W 276.00' _ - ._ - - - I FT \ _ _ "�Pty 4219 -ENT - =-:- = -: -T47' 4 Pf# 421E / 8^� EMEHT-54725' - _ Pt# 422b 28.28' � M - 4' SETBACK n �I 28.28' � `R� SACK - - - 28.2E w I n pp\ E 1213800 Pt#4�2 34.16' rJ V L1 = 90'00'00" �. I I r9 td.21 i f p = 86'10'52" = 90'00'00" R W R = 20.00' E. I� = 9 '0000" C� c 1 1 R = 20.00 al �� T = 20.00' n Im 5' UTILITY EASEMENT i Iw R = 2 D0' I N8 '34'12"W Pt# 4214 V R= 25.00' 7= 20.00' h a m l "i o T= 0 0 T = 23.39' nl In L = 31.42 N iv d y� �n5'1030"E L = 315, _ NO2'25 LEE 100_32'- j In L = 31. 2 00 L = 37, 60' ti�Amm'. -. - - - - - - L - NO2'25'S3_'E - 99.70' _� m is 25.00' NYg2 •3 o 104.48 O 15' UTILITY EASEMENT Ls - �- - r . 4212A qY9 co �i O 0 95..sZ N Pt# 421 E 121� 0 i I - F - -o - - - - - -y7,p' 0 1 - - 87.18 20' UTILITY EASEMENT Pt# 4213 -` '2 Pt# 4212 �¢\ �.f� \ I !l Vi m I y - I z i t30Y25'S3"E C 144.34' - t o - \- - -\ r w -(/ P 4210 0 1,9.s4' N 2.40 Y aL40p : y13'4832 \ + < ro121 G n+ I ��-------- P19N \ r N147658.2565 1 - FM N87'36'12"W 10' 0° N 14 063 R , E 1213778.6887 \ Im n 1 W �� 19.34' 6.471 ` E 121 g7.$ .0052 L = sa: z� \ \ \ LEGEND I" R M I F 1` j�si/'v1 w tI ^ 11 I I p = 3435'3�V' I \ \ \ \ 4 PLACED IRON PIN Lj io I zI=I w{- W wa •� (�1.� ^lyal aW lisl F I T- 14,0' I I. \\ \\ I N 11 I I 3 Est1(l�'7 31 r f Lg1 I W I I L- 27.17' N \ O FOUND IRON PIN LAI4' I J V.I WJN N 1- 17to T '\.. \ i C•t'J .:Fl--aBE ., -:.:f 1 17.,4':._.._.._ \ ;_ \ s FOUND CONC. MONUMENT I Z M l(1 yA ,6j Y I �' ltTS OFsra2= - O NO2'25'S3'E ;a / ..tY Ui1L1TY EASEYCNT ...I . _:_ }' - t F S9a'3z'2stE 1 o }-� L_.'- 63._'0;.__.✓ .. `.:r•3 .I t0• UTLIN EASEMENT Zl in NO2i 24�'E = I 9.92' 1 ` 1'i'1 \ - .. y_ I Zl�. ,N • �1 Pt 421�T _ I I I 110 TIUTY EASEMENT _i 258.30' # # 4200 ,# 4205_ _ y>6$¢'- _ _ l I I I �' 00 \ 75.75 - - _ i AM;240. # 420, r I♦fir \ 4' \ Pt# 420 �ZYS02'30 41 W t0. O$NY-EASEN911" �•- .- - 1 Ad:.'27'S8-�"T2834'- - o �-�.00• u7i 103 ` 7 \ 4Q" \ 85,9�6 -1 r Pt# ago Pt a o2 N87.34.t2'W ri ri •0t „! \y, I - _ ia$18'- - : 'ii • * > . 6.7E - i 4� ,I- ty a S92' 4$ S87'3t 12 E I 1p I N$T341� a 14� Y \ � BM1T OFGEIM�iG I 1fi.09 I t# 420 S02 25'48' W soz2s as w� Q j PHASE 2r PARCEL isl i S02'25�48"VY N 1 8t99.5o 5,06 7.a2` 1 4 g 1' pc,� FZ• S \ \ 1L lat ( I 5.00 E 1 3652.9 P T NtRl g I ^F 0 f ^•� iIf1H 0a c SQ N f\ a\ 71 Nil SETBACK 72' SETBACK i PHASE 2. PARCEL J3 ' 1R ^i - i atj 1 • I r1 `Ta• \ \ \ I Z O i� (^\ �•J �-- L� _ LEGAL DESCRIPTION - A TRACT OF LAND LOC/17E0 N 111E NORM 4/2 OF THE RE 1/4 ROCK. PiN./15,K1 COUNTY OF SECTION 7, T-1-N, R-12-W. LITTLE ARKANSAS MORE PARTICULALY DESCRIBED AS FOLLOWS: E7 "T OVERALL PHASE 11 LEGAL aro �o PARCELS 3, 4 & 5 COMH47CNG AT THE BE CMCR W 1/2, WE t/4, HE 1/4. J - SECTION 7. T-t-N• R-12-W. THENCE N022VO31 A DISTANCE OF 1209.44 FEET 70 A POINT. THENCE N87'20l A DISTANCE L aF 9{5.53 FEET To A PONT. RENCQ SOVV4PW A O WTNCE OF 7.00 FEET TO THE POINT OF Koval TENCH sorW4t''N i A DISTANCE OF =30 FEET TO A. POINT. THENfZ NwwW12'W A owAFNCE OF 16.09 FEET TO A POINT. THENCE S02'WAeW A INSTANCE OF 60 FEET TO A PUNT; THEN= S57Zt12'E A OSTAEE \ OF 16 FEET TO A POINT', THE ICE SOr3W41-W A DISTANCE OF 240.46 FEET TO A POINT: THENCE 151tr0510I A DISTANCE OF 114.00 FEET TO A POINT, THENCE SWW48'W A DISTANCE OF 70.53 FEET TO A ' POINT THENCE NBT34'12'W A DISTANCE OF'4.00 FEET TO A POINT. t7 THENCE S022348'YI A DISTANCE OF M07 FEET TO THE P.G OF A CURVE TO THE RIGHT HAVING A R40D5 OF 50 FEET AND A 04M WARNO OF S19"SY56'E 83,78 FEET; THENCE ALONI SAID CURVE 99.32 FEET TO THE P.T. OF SAID CURVE: 111ENCf S36W4WW A DISTANCE OF 65.00 FEET TO A PONT; THENCE Nerm 32'w A DISTANCE OF 253.95 FEET TO A PONT: THENCE N0225'48"E A DISTANCE OF 111,70 FEET TO A PUNT THENCE H4735'50"W A DISTANCE OF 18&/2 FEET TO A POINT: THENCE NO2'2oO4"E A T P VICINI Y Y MAP DISTANCE OF 69.09 FEET TO A PONT: THENCE S67'56"36'E A xrlE .ti> DISTANCE OF 0,09 PEST TO A POINT; THENCE NQU31Tf E A INSTANCE OF 430.01 FEET TO A POINT; TENOE SIC"W35"E A A - ^ DISTANCE OF 2*00 FEET TO A POI THERCE'ID21VOCE SURVEYOR'S NOTES DISTANCE OF 66.15 FEET TO A POI THENCE 14872WS4'W A INSTANCE OF S9.02 FEET TO A POINT; THENCE HO'1Y04i A 1. DSTAHMS; ARE along N FEET AHD INCHES AND DECO M DISTANCE OF 140.00 FEET TO A POINT, TWICE t18T28S4'E A PORIIOM THmaF. DISTANCE OF 255,81 FEET 70 A POOP THENCE S63'4WO4'E A r DISTANCE OF 107,60 FEET TO THE PONT OF BEO M. Z BEARINGS AND COORDNMTE SYSTEM IS BASED UPON PACTS CWAOM40 SAITZ ACRES OR 282.34E SQUARE FEET. MORE OR LESS MOMMMTAIM. vl PARCEL 2 a N ACCORDANT VAIN FLOW INSURANCE RATE MAP - COM ENCING AT THE SE COFMM W I^ NE 1/4. !E 1/4. SECTION 7. T-1-N, PANEL Mfl6ER Owes 0011E - REMSW NOIEMBER 3. 1993, T6^ TRACT OF LAO_l ROT.I.00ATEO YAIIAR THE 100 R-12-W, THENCE HTOY23'OYE A DISTANCE K 584.44 FEET TO A PUNT HENCE - YEJ1R FLOOD PLAN. N8T3412 Vt A DISTANCE OF 200.56 FEET TO THE PONT OF BEGI NIM(k THENCE - SO22649-W A DISTANCE or 109.00 FEET TO A. POINT. TlKMCE N673WWW' A 4, DAIS PROPERTY 15 ZOM PRD - PLANNED FESDENRAL DISTRICT. INSTANCE OF 283.83 FEET TO A POINT. THENCE N022W28'E A DISTANCE OF 109.02 FEET TO A POINT THENCE W44'12"E A DISTANCE OF 25COO FEET TO 3. EASDAM SNOMIN W M1 MANSO, FERiNTB SUBDIVISION I �EP�T SECA *4, CONTAINING 0.710 ACRES OR 3QM7 SQUARE FELT, 801NDAMY OUTOCE THE PRASE I AND F71ASE I UNITS HAVE BEENN DED CAIW AND PLATTED AS A PART OF WIINSTON H DOt15 - SUBDIVISION - PHASE T AMENDED AS FILED IN PLAT BOOK F. PARCEL 3 `ACE 764. COMNENCNO AT THE SE CORNER W 1/2. ME 1/4. HE 1/4. S. ERROR OF CLOSURE - 0.000 SECTWM 7; T-1-N R-T2-W, TIERCE HW223'03'£ A INSTANCE 7. MpRA M15 DISOWP119MS µE AS SHOWN ON THE tEMO OF 128044 FEET 10 A POINT. THENCE WeT28$4'N A DISTANCE AND ON THE COMW 1 OF 843M FEET TO A POINT THENCE SM'3NN'W A DISTANCE OF 26S.30 FEET TO A PMP TWICE NMT34h�W A INSTANCE OF 1609 FEET TO A POINT THENCE SOr2646•W A DISTANCE NOTE; HMS PLAT PREW01331.Y MEOOR= N PLA7BOCK f- PAGE of 55 FEET TO THE POINT OF KW*WIi: THENCE SO2W4BrW 818 ON w/t7/w As MAOISON HEIGHTS SRDINSpN - PHASE 2 -A DISTANCE OF 5 FEET TO A PONT'. TWINGE SWr34'IYE A OF to A 71N7NC£ 97230 INSTANT FEET TO POINTS '41'W A OF A PONT.,TiHQRT SillaWSO•E s aQ19TANCE 2a046 FL61T TO.,. Oi37i1HCE OF H4,00 FEET-`fi0X #%!1r THENCE $022SWIN - -'. I A DISTANCE OF 70.53 FEET TO A PUNT, THENCE N8r5"2"W CERITIFICAtE OF OWNER ,! - 1 ....... A OWANKT OF 242.65 FEET TO THE P.C. OF A CURUE: THENCE ALONG SAID CURVE TO RIGHT HAVING A RADNS OF 20 FEET 6E. THE UNDERSCHM OTHERS of THE REM ESTATE SHOW AND A CHORD ILEARNM OF N423ti" AND A CHORD INSTANCE AND OESCN O WON, DO NEAEBY CERTIFY THAT WE HAVE MAID OFT. PLATTED AM SUBDIVM. AND 00 HEREBY LAY OFF. OF 2&26 FEET TO THE P.T. OF SAD CURVE: TNDM M0225'4WE A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE, THENCE PUTT AND SUBDIUOE SAD REIN. ESTATE N ACCORDANCE MM - ALONG SAID CURVE TO MOIT HAVING A RADIUS OF 20 FEET AND A CHORD BEARING OF x472348"E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CANINE: THENCE S87.3a't2`E 1NIS MAT• a- a0D)^ SKIED A DISTANCE OF 113.19 FEET TO THE PUNT OF BEO WNCn CONTAINING 1.260 ACRES OR 54NO SQUARE FEET. MORE OR t.ESS. 00 a NAYE1 NIOUSNG AUTIOBTY AOMMM' ROCK. AR PAR 4 SOURCE. of T16E: O.R. BOOK M, PACE SW - INST. -W 57M SOHIRCE OR TITLE: DA NOOK 278 PAGE W4 - HST, NO, 3709E OOINENgNC AT THE SE GORIER W f/L (E 1/4. HE 1J4, TH SE O IN 1 1/4. SOUK£ OF TOE: B.R. B40K 27Lt. PME am - MT 1i0 S7097 COMMON 7. TAT SECTION7M 2-IT NONE A DISTANCE SOURCE OF RUE: D,R. BOOK 27& P/l6E 355 - HST. MO 570118 OF PEE- i0 A THENCE N0728'34'W A INSTANCE OF $43,53 FEET TO A POl THENCE SW 04199 A DISTANCE SOURCE OF TITL: DR BOdK 262. PAGE 177 -NSF. NO. 37089 OF 265.30 FEET TO A POINT, THENCE N87y4'12^tY A INSTANCE SO RM OF TITLE: D.R. � 804. PAGE 15 OF 16.09 FEET TO A RONA: MINCE SOTW48"N. A DISTANCE '1 A DISTANCE OF OF 80 FEET TO A POINT. 587'34 2"E CER'RFICATE OF RECORDING FEET 10 A PUNP TERM S02'30r3 A DISTANCE OF 110 �J�� POINT; IN A DISTANCE OF 240.4E FEET TO A PUNT; 111ENCE 8673 2 TINS SUED FOR 4rW it{AO fE£T TO A FONT: THENCE S022S'48'W A OISTANKT Of .PLAT BOOK i1L -.. 70.53 FEET HENCE N8734YY'YI A DISTANCE OF 4.00 FEET TOLiu PAt�.tg ..'. A PONE THENCE SOVW48"W A DISTANCE OF 50.87 FEET TO MMROL p p p rq yxp� }�- Clerk t, i4Ci.I'i N'ST Aj610 Circuit Counl.L' 7 THE P.C. OF A CURVE AND THE PONT OF VERDE ALONG SAW OAK TO All HAVING A RAdUS� FEET AND - ....- _. /��►.---., A CHORD BEADING OF S19-4rIl °E A DISTANCE OF 83.78 PEST, I ENCE ALOUD SAID CURVE 99.32 FEET TO THE P.T. OF SAID CVRYE: ..... .... CLEW THENCE S36SY46'W A DISTANCE OF 6&00 FEET TO A POINT'. THENCE NST31.32'W A INSTANCE OF 253.95 FEET TO A POINT. ...-, _._... _.... CERTIFICATE OF ENGINEERING ACCURACY �� THENCE IN0225YBi A OHSTAIM OF 111.70 FEET TO NNE Il Of , A CURVE. THENCE AU NNG SAID CURVE TO RMT HAVING, A RADKiS ` HEREBY CQRTFY THAT OF 20 FEET AND A CORD WARWG OF N472648'E AND A TRS MAT A FLAT MADE 8Y 1E. H�� ... CHORD DISTANCE OF 28,28 FEET TO THE P.T. OF SNP CURVE: _. AD -MAT .Ezoumo 41'S OF THE UTTtL - TMplCE 587.34'121 A -DISTANCE or 22&97 FEET TO A PONT. ROCK SUBDIVISION RULES AND REOMTTO M NAVE BEEN SHEIKH S8r32'29'E A DISTANCE OF 9.92 FEET TO THE PONT �Ey MM, OF 0,, CONTAWWG 0.857 ACRES OR 37.325 SQUAE FEET,MOR A BEGIWM OR LESS. �flsR�oY _ DALE OF EXECUTION MBE. REGISTERED PARCEL 5 PAR N010' Z COMMENCING AT THE SE COMER W Ij2. ME I/s, ME 1/4. CERi1FlCATE SURVEYBIG ACCURACY SECTION 7, T-I-N, R-12-W THENCE NOY23W% A O16TANCE OF 1209.44 FEET TO A POINT. INU CE N67U54"W A DISTANCE �-.,__L 1. +L> NERMy CON" MAT OF 843,SS. FEET TO A PUNT: 111E1Kt $0270'N"W A DISTANCE a TUNS PUTT CORRECTLY A BOUNDARY SURVEY 7.00 FEET TO THE PONT OF BEO 9ft THENCE SW30'419N MADE OR VERIFIED BY ME. ALL MOMNENTS REQUIRED A DISTANCE OF 230.30 FEET TO A PUNT; THENCE IW34'12"W A ACTUALLY EMT AND ARE CORRECTLY SWAN HEREON NO DISTANCE OF 18.00 FEET TO A POINT THENCE SO22548'W A THAT ALL SURVEYING RE0IOOMIS OF THE UTRE ROCK INSTANCE OF 5 FEET TO A PONT; THENCE W'34'12"H A Sjecrai N ROES AHD REGUMATIOHS NAYS BEEN OCIMUEU INSTANCE OF IM10 FEET 70 THE P.C. OF A CURVE'. THENCE ALONG SAID CURVE TO THE OWT H IMMING A RAMM O` 20 ' 015 1<1 FEET AND CHORD BFARNB OF M4r WIN AND A CHORD DISTANCE OF 2&28 FEET 70 THE P.T. OF SAID CURVE. THENCE DATE OF E ECVRON NAVE. M02'2W48M A DISTANCE OF 6&38 FEET TO THE P,C, OF A CUFIVE: ONAL LA THENCE ALONG SAID CURVE TO THE WCTIT HAVING A RADIUS OF _ so 38.00 FEET AND CHORD SEARING OF N87'34'IYW AM A CHORD DISTANCE OF 50.00 FEET TO THE P.T. OF SAO CURVE-, VA NCE ARKA11SA3 \ SD2254WW A DISTANCE OF =41 FEET TO A POINT, THENCE N87.3S'50I A COMM OF I3&12 FEET TO A POINT: THENCE CERTIFICATE OF FINAL APPROVAL NO2WO4-E A DISTANCE OF 0,89 FEET TO A POINT; THENCE PURIONANT TO THE UTTLE ROCK SUBDIVISION ROILS AHD S67T16'56-E A *STANCE OF 9.09 FEET TO A PONT'. THENCE !REGULATIONS. AND ALL OF THE ODIMHIOM3 OF APPROVAL Mor3l'01•E A INSTANCE OF 430,91 FEET TO A POINT; THENCE HAVING SEEN COMPLETED, THIS DOCUMENT 13 HEREBY ^ SBT4W35-E A DISTANCE OF 2*00 FEET 10 A PONT. THENCE ACCEPTED. TINS CERVFWATE IS HEREBY DECU7M UNDER tlN HOr31'O2-E A DISTANCE OF Bill FEET TO A PUNT. THENCE THE AUTHORITY OF SAID RULES AND 110N5. ]L IMIM-54'W A DISTANCE OF 50.02 FEET TO A POINT. TENCE (�D) iac Ldz" 1 LJ O d N0223O4'E A DISTANCE OF t40.00 FEET TO A PUNT HENCE WrW54-E A DISTANCE OF 255.81 FEET 10 A PONT. THENCE t -----", DATE OF EXECUTION Lit, PLANNING qs4"n4 SILY45b4-E A DISTANCE O' 107.60 FEET TO THE PONT OF BEGBM*. COMMON" ^ ODNTAtNNf: 3.209 AGES OR 139.Ws SQUARE FEET. MORE OR ULSS GRAPHIC SCAM ��9,y, • $DZ 40-W z31_al KI I + 5 UTiL EASE i . FOP \ \ \ I REFER NCE POINT I- G111. - - - - - 10• U11L EASE.- _ _ w N _ _ _ _ _ - _J ( 12 SETBACK q�I 1 a \ \ DISC I rn I =' wl� 5• UTILITY EASEMENT ' i. 125' UTILITY TEA, NT iK 1 r 32. ( ' . . i3 I = \ \ \ \ I O PAVEM NT - W Y I Ij b•90'OC' R 6.90 04 Q0 13 I I ��1 \ \Y N 147 24.8555 r I ^I to u141TY EASaAEH a9c K: K� R W b490'00'K N1 r FS'y R=20.00 I i R=20.00 s �+ \ CUR vs,�4Sots Z ,i R=2O.GG I R=zo.00 x 8 P� Ft. r0n-zD.00 I I ton-2o.00 \ B/C N e° E 12115489.6575 i I . 5' utR EaSE Tm=2tT 00 Ton=20.00 r l j9 O SO• / L. s �9. 304.82 b 1 t o_I L=31,42 Pti 1 o L-St,42 v4 V �O L=31.42 } 31.42 r+nl'o� u' SETBACK \\ ! ND - 0o I I i+a23st } N4731.4 E �•I { y41610 SETBACK norJ4112'W Pti 1 NA 4q� \ E 1213500 ri I REFERENCE PgIN i ` - a - , ; W +' - - - 2r�i -� 1= - - - - - _ - - - vki 19oD - _ _ >2J=L ND _ FENCE n -f I DISC IN PAVE Y 25 4$"E 68r : a IV UTaTY EASEUEHT N ' 5' " 276.00 - - - - 1Pti 190� -o6 `\ a+4`E FE MO(�ROE ST H I N 14 502.73E PN 19012 Pig 1901, X Pti INOB Pti 19007 Mi 19004 •NO£-'2 _ - 44q- - - - - �-' ''� _ - -�- - - - - - - - - - - - E 1213498.33IJ b-277.43-16' s0a25WIN ; Nor2s4gE MONROE STREET sa22s'wV 34O'� - -1 IL E 12135 I ELEV.=322.0611 I - - - 366.00' _ 44.90• i i °'Oz'WE no7t s oa E \ \ Ton .20 140,00'N t 0: N 147M. 16 23.23' \ 0 E t213479.4107 •�, 1$4.T9 M 18ot3 - Pif 19014 I I N`tQs\ n"s, FENCE E /2135W. 1 \ - - _ _ _ - - - - P548 W-5?,2•L7 - 3Aoo, - COR. . 9,.26��- _ - -I -�� _ IN PP i I aaY l ` s' ull EASEMENT I I ,e�lN Nn�' 6 UTILITY EASEMENT la• sE1BaC1K lo• iTl' �T DISC IC SE78AOC �I�I n 6.38°l .. \ UVy I 1 F I '6 86.35 3022541"W 182,24 J 9i@ 50 41_t$T.$4.-J,�iL------��-------------� I •i - - N �y�a L - - - - - s2.7s° J L s5.ts• - N+ 5_'J.. -1 r 10• tltun EasEtiut - - - - - - - - - - - - - a3 F 1 n a f0' UTILITY EASEMENT 587'3a 83. 1a 1 P 1 - - _ _ _ _ 30.31' iZ 5 �, �. W +In o u°g gg�-soz2sairiu��sa'1a'E - a69r-,76' aElol� '� +,LO�A Q FZ �ddd% Im F �Ip to &7a Ptf 6 8 i. �l Ix •� •Ij9.d i /c/4��1�'- 110.00' H N©2'tj1'(11"E L"'- 3S.6Y jI - - 354.97' -10' UiRitt EASEMENT- L� - - - - �/,� uP N 1 Z -__-_-.-_-------------- -- 0 21.27' ? ts' UTILITY EASEMENT 66.15 16 UTiLItt g DRAINAGE EASEMENT Pt/ a - L 3a9.W' - - - - - - - J L - _ - - - •- - - 21- - - - - - - - - - -------------- ------- 'I/ - •"" - - ", a� Pli 5 Pt 3 ' - / Pt) 19015 15' UTILITYk ORANAtE EASEMENT NO2' 1'OI"E 430. w NO2'2010 "E 65 $S (DEED 651.3') f" - - - un' ,Fa - - - p PiN n PLO 9 Pt/ 8 ^ t°+2t Fp,plp N 1 $301.2342 FOUND I \F W # I n V Lt Mli I\ { 5 NO2'23'04"E 140.00 E 1 13360.3480 PINApo F�iD N�148=2073 � a� N 1471371.�1161 F�A(T N �144 72.0414 11i/ V I fO � CITY D L t WCK p IRON P FOUND E 1213345.367E ,/1�i £L E 121332fid.444 aT E 121 317.3598 (6) o ,4 PC. 19) o E 12133 9 tt52�.� �,Qt Fill `� 4,SIM P3IN 69.91 4SM72 25 00 ® v ®/V I� O C) e O O (a) nlJP�2 E 12 331& ® z 41 1 z` 1 1 z ISO R.O.W. III 3 v 1; N S �L S F4 VN0 CONC. (A MONUMENT r 3 N 147221,7014 Io E 1213290.8488 N IN OARt: ( IN nET ) I inch - 60 YL i BY; EItFo 0 L DATE I BY I DESCRIPTION DATE SHT REFERENCE FINAL PLAT MADISON HEIGHTS SUBDIVISION -PHASE 2-AMENDE The Housing Authority of the City Of Little Rol FENNELL / PURIFOY ARCHITECTS 201 Markham Center Drive P. O. Box 25937 a Little 1tSck, Arkarl 72221 (501) 227-7117 Fr<: (501) 227-5755 MAY 14. 2002 FMIPLA7-AMEND (PROJECT sF 9906043