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HomeMy WebLinkAboutS-1146-B Map 6DISC IN PP H W W = O I- a:C "O tD U) N 3 REFERENCE POM © O 'k rp AP� v � "T "+" IN CONCRETE O N t3" MO -i-48456.7733----------- 0 ro jE 1214524.6604 (BK.4 G.180) o E11:` .-zvo 327.94 00 0 4•Ar4,O rA#Vfl- POINT OF BEGB£Bi G - � `t Z 00 aRCEL /1 S0:'23' "W z 426e 1289.44 (DEED 129E a -. - 1 z 705.0)' 77.25' 1`D 60' unutt e 1 o i o L J POINT OF BI DRAINAGE EASEMENT O O OVERAL PF , G� o - 16 PARCELL/tA 16 p SOZK3b3"--- Inff IC�s N8T3T54'W ----- 110.08' 100.08' 10 .681.25' 50'03'W 1 --2----- ________________ gN N%L' �6W 12-W FENCE 51?25 OR. G - 48'51'38„ (n 3•- ; _ REFERENCE PbI R - 38.00' 9oros'oD" 3 Z; DISC IN PAVEVE:NT 0 R m 75A0 T - 17.26' r = 75.11' 3 W I 1' Q# N 148465.0910 1 L = 32.41' L = 117.92'no i12I�1�b4401.54p01 -_�427 - 4' SE BACK _ MO E �---------'-- i •. Pt 4266 �S`C7TICTTP'EASEMENT___-_-_____-_-__ `�� F;r ELEV.-328.211�/:' , �---------- i102549--------------'S.22:,38'--------- - �I _i mFt=F-- ________________ II h /j Pta 4274 _2 1'36'E N 14917 JEFFERSON STREET N 147804.7906 H J N 147759.831; % y ' 0= 228'51 38" E 1214337.3532 N022549E 96.56' R = 31.43 E 1214321.8349 IO' UTNJTY EASEMENT 3 502'25'49'W ____- y__-_-___ « ___-_ rr-•_________-____________� r• T = ` SonS 49 W 140.00' 366.00' 45.00' 81.35' 151.79 66 38' iu P.O.S. N4 M2 " N 148310.33 I ' Pta 4261 'tl'E PIP! 42fi0 PARCEL / P�Q§_ J{9"E I - , - `rAYSr - -rR E 121434 .28921 �� 69.20 ^ __ 1 _y 1� 9___________________- __ __ 1 -1 -A/ Pt 4262 S47Ry'49"Y_N "•., _-5''- 1�"$YiQt2 _-_ T254T_ _. / _ _ _ f ASEt HL r 2&28 a I 50 __ 28,28T Pt 42 H •14SETBACK i r� t4' SETBACK 90"00'9To5 'p t 42 14 R 20.00' rn am Xm � `fl G = 89'S9'S'3' R 20.00' '� T= 20.00' m k a 4 o R= 20.00' i90 wT = 20.00' R <I L = 37,a2''' V UTLITY EASEMENT T = 20.00' i I 20 II 31.42' 0. L = 31.42' , -48_E_-71.r�' '�5_�ii _J i__ N0225'49E ___-_____I_.17_____; �_ 87_02. '- {{{_ ' z, I , i--N19'-UTILITY EASENEN7 �N T 1t'W UTILITY EASEMENT ______51.5T / i i �I r�1 - --- - 8 J ' , ' S8:50` ---------- ________ _8; ;EASEMENT I 4 J 20' "9 I I N W V I mi I I W I Z'!� 8 0 <4 w �, I i M a n ` I N t6 fHQ S I 46 In 1 11 M I I H i p NO2'25'4$'E a u 1 ; W o i I ' g , nod i NO2'2T45"E_ 71 74' 1 I _�_6_______� _____-5_4_:Q@_____• ^; 2' may' W w1 N Zw, I �_____________ __ __ _ 0. w 1 - -. EASEME h 10' UTILITY EASEMENT I .( 10. % a ', m e _____ \Yy ; <L w _ r T W r T 1 f W ' Z f ' w of TILTS lAt= , ' > 5' UTIL. EASE. .5D' 56 to _-_� I 54.05' 17i _ M u____ N0223'37"E N`- ci ____________________ , $ , n In 5.00 I I I � M z f� 7 0to 1 N n 1Aw I m ; e- A [�'r,o' j I in I Z i G '(- v, Y 121410� N022549E t� p o M I Pt/ IN46 No I of ? ' 20.1W' ; 14o I h N ;I�i1 % N/0225'49'E \\ Z i I Q ' �--"2 20.38' r--`_--1 Ptl 29 a<� ' 66.57' U i ',nail,!o"' -vr' R� 1N0225'48'E N8T34'12"W I I 56 _50__ 'yorytr4'^ �4Q 'ICU Lp ?v ' S' UTILITY i 9. 10.55' SOD' I I �_r__-__ -___ i�140.15 ------------------., "�____________'' W c_ 38.65 i 2 G , EASEMENT, 10' UTILITY EASEMENT UTILITY EASEMENT _______________--____ r__ __________________ ____ _ r - , n 1 , - - . ^ ' SO8 __4 N0225'48" 91.fy13' I N0225'48"E 9950' N02254a"E 193.50' ; 10 ee�� __ = 90 00'00" ;7 T)9'sa'w W j`{--r p = 90'00 00 a = 90-00'00" 3: I I "n I , t- - n I R 25 00' o os I I R 20 00' :paf. 70• 1.170 ,pr, FgSF I1 ,2-•. Far 1 71 ®1 00 o o M h 1 � Z 15' UTILITY & DRAINAGE EASEMEET 15UTILITY EASEMENT 4243 o) CO % R = 20.00' I R = 20.00' to T - 25.06' v ni I I T 20.00' o , ^ I nl 1 •q as tj +' n a, ' T - 20,00' I I T = 20,00,' r-"ir4 i 5' UTILITY EASEMENT ,'(� I o R = 20.00' L = 39.33' �, ; �t 4240 L = 31.42 I L = 31,42' 1 Ptj 4z N T = 10.52 �1� ,py , Y 1.4 ' j m L 3 2 1 d ro• N472S'i8"E 2 , , 14' SETBACK Nf •.r 4 10_UTi�_FAS NE�NT 4' , ,TRACK _N4Y3412'W_ Pta 42 7 •:. _ 2&28T_ _10' UTUit EASEMENT _- -_ I L = 19.37' S�j " �•._______�__________F___»___________i �-�' t __ __________ ___ _y L_rr_______________ ______r___________________________-___.i Pt8 4k a•40'48"E , R 17.71' - P NO2'25 48 E 207.t 4' - Pt 4234 NO2 25 48 E 276:00 Pt 42 i I Pt\ y ,� 17►1 _GR�Sf� Pt8 4231 ss��3 �' N 147822.5985 ` `� $o�,I go E 1213697.75f5 E t2, 902. 151 'POD 0,�,'gqia Ptj 4228 oN Gn<•pr \'�S• ' U ___ _-_-_-_-____--____N_0225'T_ " 3 _____-_ -M - - - STREETNO2'25'48-E-_____-_ "+ \`\ ro.S.S• Fq SFrO 325.54 40 _ 366.00' 0= M 4B'F 'yF,yT �� 9p.F N 148514.3634 N 147823.4465f/ E IV3911.5544 I E 1213882.233E •\117 790 `•:� O Ptj 4226I Pa 4225 I �;0' 23 \ .Ptj 4227 O 0 502 25'48"W 207.3E S02 25'48"W 276,00' ___ M 7.7T ---------- ----------------------------------------------- Pt/ 421s c,S±utre--� '--- ------------------ - - - 18 421 ,• \ i1CfiY {ASLY4ENT_-____547R5.7d'N .�` Pta 4223 'I',28.28' - -- '' ' T-�-14' SETBACK I iM SiT8.24 ; �® \'\ O %t/4x2, 34,16' 14 SETBACK 28.28 , Q = 9000'00" 1 _' im 28.28' \ �421 ` = 9000'00" Y o° r; l� p =A2.*OD"' O0" W 1 ® 13fii0'52" I R = 20.00'5' UTILITY EASEMENT ,+i1 ICU I R = 25.00' R - 20.00' I;! R m, T 20.00' �� m, R = , N8 '3a'12"w Ptj 4zla h� F I T- 23.39' T 20.00 x 1 I "~ I L 31.42' $ l o T=10 30 E L 31.42' I ' N0225'S3:E _ 100_37-___ "+ L - 37.60' 21� ---- L - I NDz2ss3 E 99.70' L �? -------------------'710448 G� : 'n ?5.81 19.25_00'N�9T"?U�' g15' UTILITY EASEMENT �' Pt/ 421�NHGo E 1213800 R 20' unutt EasEMENr :53 Pt sz 2 �1___________87 1$r_________Pt/ 421' j /),, 4� ^.'2' N0225i3"E 144.34' -106 4D I ' _ ________ __, �, •�-NsQj=4$IE-- 21.40' -K7' F m ; ; I •' L 'rt `o 11< N , t V �72.40 1 ; _ !� A"', '1t 34832 %Si Ptj 4210 ��__'^ i ; 1 R = 5(j;QO' N 147658.2565 N8T34'72"W 70' �I N 147828.5063 i9.34' {.1, -i' g T= 76.71'``. OF E 1213778.6887 ;d, I �' '•'' v'`i j/ 6.47', - E 1213763.0052 AL' W ,� i 'oN o f> i,"'„ r l F- is ; t G L= 99.32' , 7 W n I 41i' t z '9s O i b im ��j�• W S� 'v1 w 1 4= 3435'34" SN1 I m, 3 I R - 45,W ^o V•; i zlcl �1 O. �• FIia y P F m;Q a ;r=7a.or M I $ % 11 .,Gr S f/t k. 19 �.1 rj0' 31 w _: O I L = 27,17' 'L Lr r 1. ,A 7 S• l , N0225'53"E �p`M�.yty7 _115' UTILITY EASEMENT i� tq i I % S, ' r, In QBf' l� 'a! �__.... a" I`\1 10' UTILITY EASEMENT z�'^' Z ;N 00' I 10- nun EASEMENT ; Ptj 42 A I a 4205 , / r__ •' 258. �' I�tj 4200 �_ _______________126.95--____________ __, , _ _._ Ptj 4204 Ptj LU 3 V) C; _ C-1 0 7 K ! 1 REFERENCE POINT DISC IN PAVEMEN' N 148502.7364 3 E 1213498.3310 ELEV=322.06 o E 1213500 N FENCE DISC : COR. IN PP Ia3 r ;N ;G W H to WI 19l N w1 z �I In l �I m 1 Ptj 4 LIMITS OF PHASE N0226'44E 382.79' +,. 5'CU' i i n ,6 1 i!1 394.46' N;P WIV aI PAGIS MONUMENT #1004-0189 Fj ALUMINUM SURVEY CAP N 148157.59 jl E 1213431.56 ELEV.=334.47 V-------------- 110.00---------------' PIN z 6t FOUND N 1 8301,234E NO2.23'04"E 1 0.00 IRON PIN E 1 13369C14 FOUND N 148302.2073 �t IRON PI '( OQ\ y8 ,RCO AN DIN E 1213345.3676 N 1 .1152 P P` ��'Q IRON PIN FOUND N 148367.3E E 12133 9.N52 E 12t3372,2 4 �QX P 0 E 12133139t 0 Q '01"E 1 So ' 6 FOUND COO) �o IRON PIN N 147871,7161 E 121332�.444t, 00 ' 0 I I 12.70 UTUTY EASEMENT IRON N 147 772,0414 E 121 317,3598 O iY IN ' W E 1214400; a Z ;< im PAGIS MONUMENT J #1004-0188 ALUMINUM SURVEY CAP 4e% N 147180.64 NI E 1214259.31 ELEV.=360.03 N:y R = 165.0( , T = 21,96' 0 - 32'07'14" S?jS1>t, L - 43.66- R = S2 T = 34,'' 55 3 L = .2T 67 STATE PLANE COORDINATES POINT NORTHING EASTING DESCRIPTION 42 149456. 77325100 1214524. 66038000 PLUS. IN. CO 4200 148169. 52014403 1213651.70114797 SETPNT 4201 149174. 52%4761 1213651-91314794 SETPNT 4202 148224. 48068336 1213654. 03314865 SETPNT 4203 148229. 47618694 1213654.24514872 SETPNT 4204 147928. 62309900 1213657.154836tO SETPNT 4205 149168. 85157649 1213667.69070199 SETPNT 4206 148228. 79401496 1213670.31963979 SETPNT 4207 148486,84173624 1213687.63701548 SETPNT 4208 148493.83609836 1213691-94377203 SETPNTE 1214100 421 147671. 602 1213751. 45941707 SETPNT 421L 147802. 68174 1213761.9083L369 SETPNT 421E 14753, 4838333 1213760651395 SETPNT 421 1479239475289 1213767,05542341 SETPNT 4214 1477,91924338 1213790.5140060 SETPNT 4215 147635. 84887833 1213799.37576189 SETPNT 4216 I478W. 9"Ot734 1213823.34715245 SETPNT i•v 4219 148166. 68170075 1213836.74546602 SETPNT I n 4220 148216.63673651 1213838.$6546673 SETPNT i 4223 147870. 10203135 1213944.17716704 SETPNT 00 4224 148468.$1931595 1213946.22964854 SETPNT 4225 148145. 85168617 1213955.87948003 SETPNT 1 4226 148235. 77075052 1213859. 69548131 SETPNT 4227 148442. 90785151 1213968.48600252 SETPNT 4228 147570. 84852711 1213995.62507418 SETPNT 4229 147798. 39467907 1213914.03563004 SETPNT i ,1, 4230 147866.7100302E 1213924. 10522424 SETPNT 4231 147623. 53672259 1213925-37371010 SETPNT 7 4233 147796. 35989561 1213930.87101896 SETPNT ; 4234 148148. 45968503 1813935.90753724 SETPNT ; 4235 148232. 37874939 1213939. 62353851 SETPNT 4236 147845. 88001563 1213943,23923826 SETPNT M 4238 149439 32772146 1213948.40607597 SETPNT 4240 148161. 59369905 t2i3956. 6375518E SETPNT Op 4241 149211. 54873490 1213958.75755253 SETPNT 4243 147594. 51405183 1213961.06242796 SETPNT r• 4245 148463. 24247484 1213974.50683739 SETPNT 4246 147654.29573560 1214006.35205465 SETPNT 4248 148458. 97091280 121401E 23980417 SETPNT SE 4250 147781. 1214275. SETPNT 4251 147831. 72/20223 72120223 1214277.93307976 1262517 SETPNT 4254 14914 .67621874 1214291.33278369 SETPNT 4255 14el9T 38984315 1214291. SETPNT 4255 147760. 344S5966 1214294, 45323778 45323778 SETPNT j 4258 147]60. 89118]64 l234294. 94663968 SETPNT ; 4259 147950. 81013200 1214298. 76309007 SETPNT ; 4260 148126. 55972782 1214310.46679343 SETPNT ' 4261 1.48216. 47877293 1214314.29324809 SETPNT 4262 148292.$0029366 1214317.(19814761 SETPNT ml 4266 148280. 68004107 1214367.05317267 SETPNT p' 4267 148463. 56706895 1214370.18592300 SETPNT 4269 147752. 38722888 1214495. 33127263 SETPNT 4273 148308. 72120943 121438L.25503442 SETPNT 4274 147758. 77112693 1214344.90167544 SETPNT r � W i X E 1213800 ;¢ z ;rc j YI &A'Krr} ORg7H F,qs FMF'1'r ss; LEGEND • FOUND SURVEY DISC O FOUND IRON PIN e FOUND CONC. MONUMENT LEGAL DESCRIPTION A TRACT OF LAND LOCATED IN THE NORTH 1/2 OF THE COUNTY,ULASKI 1/4 O �ANSAS+Y�-PARNnIX7LALY DESCRIBEDR�AS' FOLLOWSWS: ^ s'!-I}V i OI. tJ FOUND CON _ MONUMENT jy� " W11 2, NEi 4, I OVERALL -PHASE 1 PARCEL 3 / NE 1/4, $E 7 T-T-N, NE 1/4, I BEGINNING AT THE BE CORNER, WEST 1/2, NE 1/4, HE 1/4, SECTION 7. BEGINNING AT THE SE CORNER, WEST 1/2. HE 1/4, NE 1/4. SECTION 7, -N 4 4 9 T-1-N, R-12-W, THENCE N 02' 23' 03' E A DISTANCE OF 554.44 FEET T-1-N, R-12-W, THENCE N OZ 23' 03' E A DISTANCE X 1289.4a FEET E 1214471,0 75 TO THE POINT OF BEGINNING; THENCE N 8T 3C 12' W A DISTANCE OF TO A POINT, THENCE N 8T 28' S4" W A DISTANCE OF 843.53 FEET TO 484IiS..57 FEET TO A POINT; TENGE S 02' 2V 28" W A DISTANCE OF A POINT; THENCE S 02' 30' 41" W A DISTANCE OF 265.30 FEET TO A E- 4545 FEET TO A POINT THENCE S 3T OB- 49" W A DISTANCE OF POINT; THENCE N 8T 34' 12' W A DISTANCE OF 16.09 FEET TO A POINT; O V) 75.00 FEET TO A POINT; THENCE N 5W 52' 53" W A DISTANCE OF THENCE S 02' 25' 48' W A! DISTANCE OF 55.00 FEET TO THE POINT OF = 3 48.00 FEET TO A POINT; THENCE S 3T OF S3' W A DISTANCE OF BEGINNING; THENCE S 8T 34' 12" E A DISTANCE OF 185.00 FEET TO 66.00 FEET TO A POINT; THENCE N Sr 5V 50" W A DISTANCE OF THE P.C. OF A CURVE; THENCE ALONG SAN CURVE TO THE RIGHT HAVING A ~ O IM,00 FEET TO A POINT; THENCE N 36' 55' 48" E A DISTANCE OF RADIUS OF 20.00 FEET A14D A CHORD SEARING OF S 42' 34' 12" E AND HY 65.00 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 VENT HAVING A RADIUS d' S0.00 FEET AND A Hki0fN0 BEARING OF S 02' 25' 487 W A DISTANCE OF 276.0) FEET TO THE P.C. OF A CURVE; N 19' 5T 56" W AND A CHORD DISTANCE CN' 83.78 FEET TO THE P.T. THENCE. ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET O SAID CURVE; THENCE N 02' 25' 48" E A DISTANCE OF 121.40 FEET AND A CHORD BEARING OF S SIT CURVE- E- WAND A CHORD DISTANCE OF 1 " W A 70 A POINT; THENCE N 8T 3S 50' W A DISTANCE OF 110.00 FEET TO 28.28 FEET TO THE P.T. OF SAID dIRVE: TIERCE N ST 34 2 A POINT; THENCE N 02' 30' 41" E A DISTANCE OF 240.46 FEET TO A DISTANCE OF 59.34 FEET TO A FONT; THENCE N 02' 25' 48' E A PANT; THENCE H ST 34' 12' W A DISTANCE OF 16.00 FEET TO A POINT; DISTANCE GF 70.63 FEET TO A POINT: THENCE N 8T 33' S0" W A O THENCE N 02, 25' 48" E A DISTANCE OF 60,00 FEET TO A POINT; THENCE DISTANCE OF 1t0.00 FEET TO A POINT; THENCE N 02' 30' it" E A SST 34' 12' E A DISTANCE OF 16.09 FEET TO A POINT; THENCE INSTANCE OF 240.46 FEET TO A POINT; THENCE N Sr 34" tY W A N 02' 30' 41- E A DISTANCE OF 265.30 FEET TO A POINT; THENCE DISTANCE OF t6.00 FEET TO A POINT; THENCE N 02' 25' 48• E A SST 28' S4' E A DISTANCE OF 843.53 FEET 70 A POINT; THENCE DISTANCE OF 6.00 FEET TO THE POINT OF BEGINNING AND CONTAINING S 02' 2V 03" W A DISTANCE OF 7WOO FEET TO THE POINT OF BEGININNG 1.192 ACRES OR 5t,937 SQUARE FEET MORE OR LESS. AND CONTAINING 14.205 ACRES OR 618,773 SQUARE FEET MORE OR LESS. O PARCEL 1 PARCEL 4 BEGINNING AT THE SE CORNER, WEST 1/2, HE 1/4. NE 1/4, SECTION 7. BEGINNING AT THE SE CORNER. WEST 1/2. NE 1/4. NE 1/4. SECTION 7, 01 T-1-N, R-12-W. THENCE N 02' 2S 03"E A DISTANCE OF 1289.44 FEET TO T-7-N, R-12-W. THENCE N 02' 23' Qi"E A DISTANCE OF 584.44 FEET TIE POINT OF BEGINNING: THENCE S 44' 05' 12' W A DISTANCE OF TO A FONT; THENCE N 8T 34' 12' W A DISTANCE OF 200.56 FEET ro 206.12 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID WRVS TO A POINT; THENCE N 02' 26 49" E A DISTANCE OF 90.00 FEET TO THE 0. TE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF POINT a BEGINNING. SAID POINT ALSO BERNC P.C. OF A WRVS; THENCE f� S6V 00' dt" W AND A CHORD DISTANCE OF 69.20 FEET TO THE P.T. ALONG SAID CURVE TO THE F40HT HAVING A RADIUS OF 20.00 FEET AND A CHORD ,• •N 1 O SAID CURVE; THENCE S OY 2V 49" W A DISTANCE OF 66.38 FEET BEARING OF S SIT 2S' 49" W AND A CHORD DISTANCE OF 28.28 FEET TO THE 6 1 T4 THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING P.T. a SAID CURVE: THENCE N Sr 34' 72" W A DISTANCE of 335.00 FEET O v A RADIUS O" 20.00 FEET AND A CHORD BEARING OF S 4T 25' 49"WAND TO THE P.C. d' A CURVE: TIERCE ALONG SAID CURVE 70 THE RIO1T HAVING A DISC IN `` A CHORD DISTANCE OF 28,28 FEET TO THE P,T. OF SAID CURVE: THENCE RADIUS OF 20,00 FEET AND A CXORO BEARING OF N 42' 34' 12" W AND A CHORD N87. 34' 12' W A DISTANCE OF 335.00 FEET TO THE P.C. OF A CURVE; DISTANCE OF 28.28 FEET TO THE P,T. OF SAID CURVE; THENCE N 02' Z5' 48" E O 18" OA THENCE ALONG SAID CURVE 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 SAID CURVE DID A CHORD BEARING OF N 42' 34' 12" W AND A CHORD DISTANCE OF TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND A CHORD BEARING OF 1 28.28 FEET TO THE P.T.O' SAID CURVE; THENCE N 02' 25' 48" E A N SIT 25' 48' E AND A CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF Sa, •� DISTANCE OF 20734 FEET TO THE P.C. OF A CURVE; THENCE ALONG A SAID CURVE; THENCE S 8T 3a' 12" E A DISTANCE OF 335.(D FEET TO THE CdRVE TO THE FIGHT HAVING A RADIUS OF 25.OD FEET AND HAVING A CHORD P.C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS _� IKARNG 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 42' 2W ii" E AND A CHORD JEFFERSON ST. 1 THE P.T. OF SAID CURVE; THENCE S 87' 37' 00' E A DISTANCE Of DISTANCE 28.28 FEET TO THE P.T. of SAID WRVS; THENCE S 07 25' {9" W SO' R.O.W. %Z72 FEET TO A POINT; THENCE N 89' 06' O5" E A DISTANCE OF A DISTANCE OF 276.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 203.08 FEET TO A POINT; THENCE S BT 28' 54" E A DISTANCE O- 2,713 ACRES OR 118,155 SQUARE FEET MORE OR LESS. 'y 154,62 FEET TO THE PONT OF BEGINNING AND CONTAINING 2.611 ACRES •�1' Ot. 113.740 SQUARE FEET MORE OR LESS, IN PARCEL to PARCEL 5 PP 1 BEGINNING AT THE SE CORNER, WEST 1/2, NE 1/4,. NE 1/4, SECTION 7, BEGINNING AT THE SE CORNER. WEST 1/2, NE 1/4, NE 1/4, SECTION 7, T-i-N, R-12-W, THENCE N 02 23' 03"E A DISTANCE O 584.44 FEET TO T-1-N, R-12-W, THENCE N 02' 23' 03"f A DISTANCE OF 584.44 FEET TIE POINT OF BEGINNING; THENCE N Sr 34' 12" W A DISTANCE OF TO A POINT; THENCE N 8T 34, 12- W A DISTANCE OF 200.56 FEET O 150.56 FEET TO A POINT; THENCE N 02- 25' 49' E A DISTANCE OF TO THE POINT OF BEGINNING; THENCE N ST 34' 12' W A DISTANCE OF 284,00 REFERENCE POINT W2.34 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO FEET TO A POINT; THENCE S 02' 20' 28" W A DISTANCE OF 118.74 DISC IN TIE LEFT HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING OF FEET TO A PONT, THENCE S 3T 08' 49" W A DISTANCE OF 75.00 N 26' 51' 38" E AND A CHORD DISTANCE OF 31.43 FEET TO THE P.T. FEET TO A POINT; THENCE N 50' 01- 53" W A DISTANCE OF 6.00 PAVEMEN 0' SAID CURVE: THENCE N 44. 05' 12' E A DISTANCE OF 206.12 FEET FEET TO A POINT; THENCE S 3T 01' S3" W A DISTANCE OF 66.00 TO A POINT; THENCE S 02' 23' 03" W A DISTANCE OF 705.00 FEET TO FEET TO A POINT; THENCE N 52' 59' 50" W A DISTANCE OF 108.00 N-147066.3791 TOE 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 190.93 FEET E 121420 .2239 F ET MORE OR LESS. TO THE P,C. OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF Z0.00 FEET AND A CHORD BEARING OF N 64" 40' 40' E AND O ELEV.=36 .95 A CHORD DISTANCE OF 18.62 FEET TO THE P.T. Of SAID CURVE; THENCE PARCEL 2 S Sr 34' 12" E A DISTANCE OF 345.25 FEET TO TO THE P.C. OF A CURVE; A OF 20.00 FEET BEGINNING AT THE BE CORNER, WEST 1/2, NE 1/4, NE 1/4, SECTION 7, AND AE ALONG SAID CURVE TO THE RIGHT2"HAVING RADIUS T-1-N, R-12-W. THENCE N OY 2Y OYE A DISTANCE OF 1289.44 FEET AND A CHORD BEARING OF N {2' 34' 12" W AND A CHORD DISTANCE OF W A POINT; THENCE N ST 28' S4' W A DISTANCE OF 843.93 FEET TO 28.28 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.808 ACRES OR A POINT; THENCE S 02' 30' 41" W A DISTANCE OF 7.00 FEET TO THE 35.159 SQUARE FEET MORE OR LESS, POINT OF BEGINNING; THENCE S BY 4V 04" E A DISTANCE OF 165.58 FEET TO THE RC, OF A WRVS; THENCE ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 25,00 FEET AND A CHORD BEARING OF S 40' 39' 38" E AND CERITIFlCATE OF OWNER A CHORD INSTANCE OF 34.16 FEET TO THE P.T. OF SAID CURVE; THENCE O S OT 25' 48" W A DISTANCE OF 207.32 FEET TO THE PC. OF A CURVE; WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN TANCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE I AND CHORD BEARING OF S 4T 25' 48" W AND A CHORD DISTANCE OF LAID OFF, PLATTED AND SUBDIVIDED, AND DO HE BY LAY OFF, 25.28 FEET TO THE P.T. OF SAID CURVE; THENCE N 8T 3C 12' W A PLAT AND SUBDIVIDE SAID REAL ESTATE IN ANCE WITH DISTANCE OF 195,00 FEET TO A POINT; THENCE N OY 25'48- E A THI PLAT. DSTANCE OF 5.00 FEET TO A POINT; THENCE S 8T 34'12' E A 1 DISTANCE O. 16.09 FEET TO A POINT; THENCE N 02' 30' at' E A < V STANCE OF 258.30 FEET TO THE POINT OF BEGINNING AND CONTOMINtAN44Np4 4 = _ "`- 1 1.111 ACRES OR 48,385 SQUARE FEET MORE OR LESS. ®o/'`°�C, �`��^ 4a® DATE OF E%EWTION-_- NINE - tr°® C' 10 ADDRESS O e` ®,'� Q1.. /� ♦♦ SOURCE OF TITLE: D,R. BOOK 278, PAGE 553 - INST. NO. SM95 SOURCE OF TITLE: D.R. BOOK 278, PAGE 554 -HST. NO. 57096 ® SOURCE OF TITLE: D.R. BOOK 77A PAGE 554 INST NO 57097 I S♦ SOURCE OF TITLE: D.R. BOOK 278 PAGE 555 NST NO 57098 ®� SOURCE Or TITLE: D.R. BOOK 282, PAGE 177 - MST. NO, 57099. wN SOURCE OF TITLE: D.R. BOO( 604, PAGE 15 ♦ • %® �,n,.t� � ®®• CERTIFICATE OFF RDING % 4o/vta nt"e°® 1H15 DOWM T�5"� _ FILED FOR too � 'A aW 1* RECORD - _ IN PLAT BOOK SURVEYORS NOTES�I 0 O Zz 60 REFER NCE POINT DISC I j PAVEMENT N 147 24.8555 CC�e/C`.y 9?° E 1213489.6575 304.82 E 1213500 FENCE MONROE ST. 50' R.O.W. 15' UTILITY k DRAINAGE EASEMENT O o 651,3')N X#I 0 P(� �E�DI z f HI ll ify 0 1.11'1 p0 K (BK.4 P, 192) I !I H Vi M 2Ci N F_ o E (D d H U V) 3 KIND CON= )JUMENT 147221.7014 1213290,8488 e 44444i./ _ •pcW-T•-}�•�1��1r1- ���TTTppp g�9s�q'{' $ prp�qDISTANCES ARE SHOWN M: FEET AND INCHES AND DECMAL PORTIONS THEfNEOF. �bsFtilVi-�T 4 (CEIIS IICBi 1lIE�.I P. i'FF:yyr 2 BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMENTATON. 4'l"N P) 3. IN ACCORDANCE WITH ROOD INSURANCE RATE MAP - COMMUNITY PANEL NUMBER 050181 0011E - REVISED NOVEMBER 3, 1993, THIS TRACT OF LAND IS NOT LOCATED MTHiN THE 100 YEAR FLOOD PLAIN. CERTIFICATE 0f ENGINEERING ACCURACY 4, THIS PROPERTY HAS RECENTLY BEEN RE -ZONED FROM R-4 - TWO FAMILY DISTRICT '/ _ J 10 PRO - PLANNED FESIDEN71AL DISTRICT, 1, -I6� 3Z HEREBY CERTIFY THAT MIS PLAT CORRECTLY REPRE TS A PLAT MADE BY ME, 5, EASEMENTS SHOWN WITHIN 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, ROC( SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 6. ERROR OF CLOSURE = 0.000 7// Zrawc• SIGNED DAZE OF EXEi�ON E /ma y , THE FORMER DRAINAGE EASEMENT FILED FOR RECORDNAME. REGLS7ER D NOVEMBER 16. 1979. OF RECORD ENGINEER NO._ ! v d _ AS INSTRUMENT NO. 79-54736, AND RE -RECORDED NOVEMBER 19. 1979, OF RECORD AS ARKANSAS INSTRUMENT NO. 79-55006, IS ABANDONED AND REMOVED FROM THIS PLAT BY VIRTUE OF THE RECORDING OF THIS PLAT WHICH PROVIDES NEW DRAINAGE EASEMENTS. CERTIFICATE OF/ SURVEYING ACCURACY � BY CERI SU THAT THIS PLAT CORRECTLY REPRE S A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL ONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROOK SUBDIVISION RULES{ AND REGULATIONS HAVE BEEN COMPLIED DATE EXECUTION NAME. REGISTERED. PROFESSIONAL NOTE: THIS PLAT PREVIOUSLY RECORDED IAHD suR IN PLAT BOOK F- PAGE 185 ON 4/20/98_=y AS MADISON HEIGHTS SUBDIVISION PHASE 1. GRAPHIC SCALE CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROC( SUBDIVISION RULES AND 0 JO 60 120 2M 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 REGU,�� (SIGNED) ( IN FEET) -- --- - - - -------- DATE OF E WTION LR, COMMISSION NNG i ittch 60 ft, colAMlssloN AND DESCRIPTION FINPLAT2.DWG 444 of u4aF4x4 1STEP4 DATE SHT REFERENCE ' d " ••....... aTESf•••..• FINAL PLAT A o' MADISON HEIGHTS SUBDIVISION -PHASE 1-AMENDED StCSNATU The Housing Authority of the City of Little Rock all' 5 FENNELL / PURIPOY ARCHITECTS y♦��+���Id AIA9,0 °� LEA �� AMI ENGINEERING, INC ENGINEERS • PLANNERS 4 SURVEYORS ' PHOTOGRAMMETRISTS 201 Morkhom Center Drive P. 0. Box 25937 • Little Rock, Arkonsas 72221 (501) 227-7117 Fax: (501) 227-5755 DATE: APRIL 11, 2000 DATE: ACID: FINPi 0T VIEW: PLOT ESIGNED BY: KDV 1RAWN BY: JHM PROJECT N. 99OWU NECKED BY: DRV SHEET:_-_ t of i Deonrirn mv. nov