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HomeMy WebLinkAboutS-1313-I Map 4t 1 \ FLOOD PLAIN / 22 O 7s 6 Lrt 8 r3 - - \ O 8 \I f-FLOODWAY m �\ s rA era s. �o F z „rg „_ p u d ( . « * i•�.� ` ` _ " r CERTIFICATE Of OWNER CERTIFICATE OF ENGINEERING ACCURACY �� J �M^� ^� e \ 1 1 97R•bT'3a E \ t P 2 / Oar N'Sj. II�� 4 1e 'A• M7N4""'. n •�^'�"- a w'"�\4.P �-- ► A ' 14�2.30' TRACT J-1 1< ,? k� ` 4 We, the undersigned, owners of the real estate shown I, WES LOWDER , hereby certify that this V¢ 1 r •,�w Ca \ a and described herein, do hereb) certify that we have plat correctly represents a plan made by me, and that s.nm^°' 9 ?••s, in. °°' en °E tl a t wmA"" P'S,i^nd�. Ene�nn ► fiF'.i - as c a1•.� 1 ! 1 S 8° 0' WE i• laid off, platted and subdivided, and do hereby lay off, the engineering requirements of the Little Rock Subdivision a. wnnn. P•nd NO2 34'35"E • \ ;? ear �� '• ea::. .vwv,m_ e°.e+' WOODLA EDGE 9 P 9 47• ®50 02 ® TRACT J-1 \ plot and subdivide said real estate in accordance with Rules and Regulations have been complied wi / ino"m• a' n onmi w,w 5."I tU.. , S02' 4'35"W-- R9aa�--ge7•si'oe•w p0 CREdiK 3 .3 Plot. i1 y 3l R iE ,. 7 PLAT G-7 0° I c�� S08'2H'34'E - S023435"WB N77.31'36'� 10.08' _Ln- \ w . 11.34' 9.13' see•se• -r G' Date of Execution Wes Lowder - •, s mA e z y 83.OT p• a TRACT H-1 47.96• r2 6 Registered Professional \ S14 OZ5i" 1� \ @/ r Date of Execution Name g N14 00'U-WVV i . Engineer No. 4943 .64'CH. ��zE s448.8 00L 2 Address ✓ 9 3 i S30°33'30"E ,lb 48.63' '\ r t 99.87'CH. 02 � r Arkansas Tr^� • 1r " \ 1 0 39.49- TRACT H-1 m 24.69' �yb yN� BR 564'09'22'E \ e Source of Title: �%7Li4+D�xk�. '7 r a J jjj N30.33'30"W w� pP qN 84.46• { ' 1 1 16,40' °E.5/ N53-41'10'E C/y 0 • y I 4 4 d I w 1 N48'68'63'E d1 Si.90 SBO•yY1 70 /t- ) Instrument No. 2aoy 1yo 5(a o8 CERTIFICATE OF FINAL APPROVAL S48.49't3'E at.w lP N83°41'10"E\ ao.u• E 8 !y o Pursuant to the Little Rock Subdivision Rules and v • •� t 1 \ 68.06' 1p 3 0.4 D' \ Ng61148'E ® "w- tJ / \ 41'82 \ 9 Regulations, and all of the conditions of approval having r.mm I : 3 d' „- 0i ,°, 1 1 (n O sas•3a'te•E CERTIFICATE OF SURVEYING ACCURACY been completed, this document is hereby accepted. °ixn ° •Y ' 1 N48°58'S3"E 't'i '� \O= • >?a s \ \ 't oim I �'I t 1 This certificate is herebyexecuted under the authority22,66' 4P)�O:�it 1 j d10W- \ �� \ I, MICHAEL WATSON hereby certify that of said rules and regultion - all Othis plat correctly represents a boundary survey made WOODLAND EDGor verified by me, all monuments required actually exist u� `� and are correct) shown hereon and that oil surveying.+ O \ PLAT G-468 Y 1 w ® requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution L.R. PI n ng I ,F - e"e, d Commission k ; PKOJECT SITE c' F ",i. , ""J ' a xf 1 OVERHEAD POWER LINE ® 1 \ •p0 /.. RIGHT OF WAY 6 >m \ 1 EASEMENT ENTERGY ARKANSAS CERTIFICATE OF RECORDING,.`" i INSTRUMENT NO. 2003064880 9 N - ' �V_ l\ Da a of Execution B. �dicbael atson INSTRUMENT NO. 2003097174 IN O Registered Professional 9 •(Y I _. _ -. .. _ �J1 _' .1 \ \ ^'• \O\ SW E 9SS �"', B{ S Lani Surveyor This do�ume�no.�umbertZA04SUi�Nb►%filed for r co d v:"p;, No 957 in Plot Book �, Poge O , A • _ p \ \\ 1p SECTION 8 ° � Arkon3a9 7 I r, I r 11 T \/ � n A, P - SE SW \ \\\ _ � Iw \ a r (Signed) ! � rt7 rt f v 1 vT 1 ', I I I v I r 1 � --- -- -- -- r t \\\� N I I o N7�:, V tifiltN, G1rcHlt C,nleoty %lark SECTION 18 A Clerk / \\ `• o " � 1.D I 3 �.\ \ G/q'f'T7C0 I'1Y,naR�wa'D J \ NNI � � t 15' PERMANENT( EASEMENT \ \\\ �, rj 10 1 �a $6 r•�'G[x1+a,air,�ltr CENTRAL ARK NSAS \ �I I m • \ LIMITS AY SET 1/2" WATER RIGHT OR -WAY EASEMENT \\ 1 LIMITS 'OL�e �•A de �o+•e �i�oyo• .._ REBAR INSTRUMENT �o. 2003078776. 887972'46^E \ _ 84+a' E �" r PROPERTY DESCRIPTION S87°24'04"E 1i63.37' / 83.47' ® \l _ _ _ - - _ _ --� \° MA 4y,31 _ \ St9'29'0a'E PAGIS COORDINATES 10' UTILITY A /OR 7 ° _ OVERHEAD POWER LINE ao.1e' SET 1/2" DRAINAG -EASEMENT �87 �246`,24�� \ RIGHT OF WAY PflfY Of the South 1/2 Of Section 8, and Part Of the North 1/2 Of NORTHING FASTING CORNER CHORDS CENTERLINE EIEARINGS 8 DISTANCES REBAR FLOOD PLAIN _ S 6.90'39"E 10' IETT[t'1 A Bf9R ® 72Q. EASEMENT ENTERGY ARKANSAS FounO vz• sz40.06'e•E Section 17, T-1-N, R-13-W and a feplat of part of Tracts H-1 and / DRAINAGE E $EM NT �`� INSTRUMEWT-NO. 2003064880 REBAR +o.oe• iQ 143150.9403 1184950.3386 106.23' SII6°15'03" 3� TRACT X .� sa.at• J-1, Woodlands Edge (Plat G-780) Little Rock, all In Pulaski County, Q 143258.6213 1185019.1031 N38°4T2f" 155.54' ? INSRTUMENT NO. 2003097174 Rea•38'n• i- 68R"r Arkansas, more 0 N29°09'37'W 38.25'CH. tO S61•'I:!'O6"E 71.83' •o; AQ v .3 ,w 1 114,ib' m OQ'et� ��_ particularly described as follows: Q 143276.9307 1184990.4317 I aj ry 1 00 \ 1 r(Q' `\\�, STH STREET 2 N56°53'29"E 34.76'CH. 2 S24°t:a'53"W 17.09'CH. r,rD� ® 143352,7835 1185038.8709 O / - S 1 b r7 :'D rti o� m �� P �P� Q1V4� ® \ 12 Q 143336.0061 1185065.1433 1�3 S65'21'12"W 36.08'CH. Q3 NOI-23.23"W 16.22' LEGEND 2>. n, °D A° t ve N °e• D� / ^ N N m o ��,p� h C� FLOOD PLAIN � FOU D IRON STARTING at the Southwest corner of the said Northeast 1/4 tof ® 143402.3621 1185069.0035 ® N21.14.36"W 33.49-CH. ® S08-707`E 58.67'CH. CH. CHORD \ / ® 6?Sr, 36w = 9?6, o io '����� �P •� CAPPED) the Northwest 1/4 Of Section 17; thence South 88 11' 54" East Q7 143405.1699 1185074.2778 B.L. BUILDING LINE N39'35'24"E .42.7 �'� rOry 178 22" a 6/ y r�oob"W, h� m JOQ'P t0.62 15' PERMANE EASEMENT I I 11 along the South line Of the NOf7h88St 1/4 of the Northwest 1/4 a ® 143416.p712 1185074.7153 5Q S47°42'16"W 34.83'CH. O5 S77'39'00'E 14,91 D.E. DRAINAGE EASEMENT ^, 0' ro0' 36. w /7l/7 \ ?• 56" S>0, \ 143415.0712 1185092.0387 \ �/ ti 2 J Oq•g2,� b.y it•AB' 70.0 " CENTRAL ARKA AS distance of 473.68 feet to the POINT OF BEGINNING; thence North © N42'i7.44"W 35.87-CH. © S17.02'13"E 10.41' S.E. SEWER EASEMENT pb° 7'a• sew T 5• 3S"�' o'N pA5' . 95 SF� B \ WATER RIGHT -OR -WAY EASEME T ° , y oy F; aid to, � 7p, 2> I 32 33' 44" East a distance of 127.76 feet; thence North 57 26' Q 143436.1496 1785132.4719 7 Nt7'55'55"W 34.27'CH. 7 S16'25'25"E 49.79' 10' SEWER . •� SF S . p1 INSTRUMENT NO. 2003078776. ° 143498.7688 1185172.4602 EASEMENT 2s ,s' (n FqS WF s I&\ O 1r \ 10 16" West a distance of 34.02 feet; thence North 32 33' 44" East © "' 7?6. '22- c m 2 �m NI FMFNq �Qs� \U s� I III a distance of 90.00 feet; thence South 57° 26' 16" East a Q 143849.2768 1185311.4377 Q8 N69°46'56'W 37.74'CH. ®N72°58'57"W 45.56'CH. ® a 3q, � ^J •'v? ImN9 >�, 10 �, O � \ m ° Q 144027.7906 1185282.1338 yoryn' N6q, cD'�,v`5 �'3 ;;? o 0' >' w distance of 31.17 feet; thence North 03 19' 46" East a distance ® 144233.7259 1165447.8469 Q S62'29'47"W 31.10'CH. 0 3 ,o �• 7 . O ? 4• 'R 4'` 9• O� e o ry 7r 576, tyro ry o \'s7 o� o.\tiy Ab G�; r F I I.M of 66.47 feet; thence North 61° 58' 17" East a distance of 5.98 Q 144320.5694 1185519.6649 10 S29-08'10"E 38.25'CH. .?` S25• A' �0 ►Y °j t5 SS 06• 53 p'1 00 , O e �S�\ \ 9 ° 10' SEWER q/ O' s.F f m 5' 6 a�' o. \ feet; thence North 02 31' 48" East a distance of 9.91 feet; ©144441.8033 1185617.1015 i5' CONSERVATION d "o' S5 m S' v p ^76%OA. '�'` '3 E ? \ O�N10.25'28-W 7.02-CH. ® DRAINAGE EASEMENT EASEMENT\� nipry N6 O2o3gI> ^. 6.93-3 y' U ro S >2u', v, y'`V' `�•D. 'S� \ I I thence South 88° 31' 29" East a distance Of 17.33 feet; thence 144437.7444 1185700.4761 2 9, 7 6 tinG ' 3 TRACT X a., ® 144703.3748 1185644.3472 11 N37'03'48"E 36.70'CH. (EXCEPT AS NOTED N38°49'23"E 264.33' 6eti� ,,, Sr2s N 66. >"�� U =^' s6 ) 'rz.� 9 35 BQ - e \ \� I 8 North 61° 58' 17" East a distance of 45.81 feet; thence North 320 ON DRAWING) ?" 4 ro', 9• DZ O�•e, v m ® taae33.a5zs 1165567.5468 16 N67'13'35"E 14.67'CH, ro W 77>, ro ✓ 8 or h n9. to 5 11 33' 44" East a distance of 74.30 feet; thence North 21" 37' 43" 144847.5742 1185559.2094 10' SEWER�� 4 / 3 / hs .07� ly ,�^J Qt NO •i6'04"E A'YI O ,� 25' B.L. m N /• I , \ J East a distance of 377.06 feet; thence North 09 19' 20" West a Q 144944.4779 1186635.0318 Q2 S49'12'20"E 36.27'CH. EASEMENT \,a, Ns&• o!�, -V ♦ 3 3 \ ^642 a0 00S49°30 " m m N� .y,y•( H24"E n 20-SEWN i RIGHT OF WAY \ � I distance Of 180.90 feet; thence North 386 49' 23" East a distance Oqy h.y/V `t' 0 3 `•�( s.70• 1a•2a w 8s•79'ts"W o T 7 of 264.33 feet; thence North 39° 35' 24" East a distance of ® 144953.9426 1185535.4577 2 6" d4 a 4 oD ,y 19,E it (n EASEMENT SUBURBAN SEWER ® 144952.9317 1185585.4628 y y, �Op ,� obi ro Y ;p�m ^ ^ S7g•j�3 S84 3763 N 125.98' IMPROVEM T DISTRICT NO. \ I I 112,70 feet; thence North 38° 47' 21" East a distance of 155.54 CENTERLINE CURVE DATA CUL-D-SAC ISLANDS ^ '� / a"E \ ° ® 144941.6077 1185584.9533 o y v n a U ^ ^ 1 .o' •a' 00"28'35"W 239, PULA I COUNTY, ARKANSAS 15' unurY eASEMENr ; °, 5 -+ moo' h ,� 5 f7 •E• w 7.24-CH m 3.14'OH. I 29TH STREET feet; thence South 87 12' 46" East a distance of 83.47 feet; ® 144851.66 2 1185614,8571 TRACT V 0.047 AC= � ro ai O � ^�' ,v m vJ 4 rn ^7 524.34'31'E � I 25' B.L. 12 v INSTRUMEN NO. 98 007582. ® 144851.8680 1185614.8578 DELTA RADIUS ARC TANGENT 6 •"D • 68.32' H.II RI I tJ0 37'34"W �^ }hence along a curve to the left having a radius of 425.00 feet, TRACT W= 0.054 ACt 2 b 77 g2• 09' h o ^ `vS z516 44' • W f N V V N E ° ® 144728.7956 1185687.4028 / N7 'v VS �- S7 • 1S ?5, o az 4.28'CH. C "' an arc distance of 276.34 feet and a chord bearing and distance ® 144435.3081 1185750.5210 © 33°OS'27" 150.00' 86.76' 44.63' © I 6°3q•66, ,0 8•pq•06„ 42.Og2 6. 2 ,L N 6°5 O mo 12 Of North 11 55' 53" W8S7 a distance Of 271.50 feet; thence 57'42'08" 450.00' 453.19' 247.91' u 72p, W ^ / E 35,y3,� 7 S.L.B17 6.0j'1Y (q S30°52'34"E ° ® 144423.334e 11a5sss.as69 m o , ® 00, 102 3 S> ° �t9 _ >rr 3 Q3 z o.00• 12.21' t North 30 33' 30" West a distance of 151.06 feet to the Souther) 144363.6063 1186101.3924 ® 37°50'04" 780.00' 515.06' 267.32' m ) g6, ; 7 T7 z�,O j ,L�i ¢\ - 7 goCHF Sim_ S E T_ ION 17 11 line of Tract H-1, -Woodlands Edge (Plat G-780); thence continuing y 3 13. U 2 7 gyp. l_' Sa Q 143997.0371 118r•,n87.7127 _ _ ® 38°03_'52" 239.66' 159.02' 82.57'_ _ _ - n I,- 7+, I1 n 1 l ;`D.� 6 ° L., Irn �•C= ��0.>• ORA TY tE2.p "'• �_. ��., .,,_ 2q^ -\ -, z 11_ ._r ,.+L-.a;, ..,. ;1f +r_ .tn ao",a• oho,..,._ .,.. �.,.,.. Q 143103.3r91 1186452.480t3'--- ® 06-31147--150.00' 17.10' _956' i V L_ I V V V to �; o- o� n �� C +>,._` - - -„ - - - - - `. - - n I r N r. °i i F -: .Drr�.-..,5....`> , K O i 90�37. I .._ _ .. .. • 2 - n' 'P v ry o 'O o ''SF 3 ro a 13 o ry ? .' p \ curve to the right having a radius of 175.00 feet, an arc ^ ® 143124.4201 1185793.4983 ® 28°45-31" 175.00- 87.83- 44.86' ° Na2• 7Fn iI- o ry o 025 \3 MF >6 _jj- . ^y ,0 7 F C SECTION O6'24"W 1 o O 0 9 ^ rv1 o Q �Q9 Tq 1 ,S69• o7CM. no ^:y S� S '( 10' u ILITY AND/OR 10 distance of 101.41 feet and, a chord bearing and distance of © 30°06.19" 500.02' 262.73' 134.47' N09 19'20"W 180.90- I (V w 120.00' I' 00 ^ y o: < o�� ro.e. 260 0a ® 0 0 s�• \ I North 14° 00' 34" West a di once of 99.87 feet; thence North 02" ® 31°55'37" 200.00- 111.45' 57.21' Iv dv rn o 10 0, o \ iq > E N6 q °� 14 0, S OS, �� DRAIN GE EASEMENT MINIMUM FINISH FLOOR ELEVATION Y n D7 7 O o 8 °02'40`W ro 0 11 v o :4� • "S O^72• y G? b I I' 34' 35" East a distance of 9.47 feet to the Southerly end of ® 09"29'18" 150.00' 24.84' 12.45- ^ ": S\T g , • o e• 1 U o o {{°° s3.z7' >s n o, v 9 y �, Sweetgrass Drive as dedicated on said Plat G-780; thence South A 3s1.00 O 3s7.00 (1? ® 06°43-54" 300.00- 35.25' 17.64' O o °D I 6 ^ oa•oa'13"E N>2"r?,os' C 12 ^ ygyD 6� s�`61f 9 yti Uy� Syy. ` 9 88° 50' 30" East along said Southerly end of Sweetgrass Drive a O O o ® 21-26'76" 760.90' 280.95' 142.14' ED z N87.37'52'W ^ ,,, 28.90'CH. 17,3' 7 W )'z Z�O, °j O �,� 40 ,�7 .� m �9-6 ���6> pry 16 s \ I distance of 50.02 feet; thence South 02° 34' 35" West a distance ® 408.00 © 392.00 ® m uD N 35 0 Fq ^`0.r c ^ . gz,S' v O 'o , 9 ® 54-25.29" 275.00- 261.22- 141.41' 15' SEWER RIGHT OF WAY EASEMENT ) 0 120.00' o ` 9 j15'5_0 1NgG °J ,�v ,a713 ^' '"07sF C y o �9• I Of 11.34 feet; thence along a Curve t0 the left having a radius 414.00 ®385.00 W. 03 36°O8.27" 130.00- 82.16' 42.50' SUBURBAN SEWER IMPROVEMENT DISTRICT 0 0o Iq �" � 3 3 >39'Oq• T F3, S Wi ^ o \.,� 7� S O 8 N a © i0 3 D.E. v, >z• N66 ; n o SEWER 4ry o• s h' of 125.00 feet, an arc distance of 72.25 feet and a chord bearing ® 420.00 ® 375.00 oD NO. 239, PULASKI COUNTY, ARKANSAS w tO m w oU m 2r0v -"°' •ta'a74 T7• q?r• ' ', ^� °b>h �b ?6 ® ''i ` 16 ' S 9 v" INSTRUMENT NO. 98 007585. / 4i oD 8 60. 0 8 O. mo 7 o ro .t'SQg, S>, ro'� ^ .� ?' ? . •3� Ai'. \ I I and distance of South 14° 07' 67" East a distance Of 70.64 feet; ° 0 4J,4, o, ro 14 4� e s thence South 30 33' 30" East a distance of 24.89 feet to said QB 385.00 QS 367.00 N �' SEWER a I� ©Md V ` O0 ro - 8' 2y Orh , ?S, "?•'% > S S{ �ti0 .1> >O OJ•, ° O '° ta- -9 i.0 •3 J. ;, 00 S 6 %g SO. b `t" O °J 0 2 7 © 394.0o Q a22.00 N FLOOD PLAIN STATEMENT / S86°50'39"W R ^ ^m ^ y ry o°� N y ! T• �s �a G c,• •h 4 s, \ I Southerly line of Tract H-1, Woodlands Edge (Plat G-780); thence ta.=-rD 4• QD W 6 n 7 2 6 p °i .. •.�9 / S @ 408.00 QU 407.00 z A PORTION OF THE PROPERTY SHOWN IS LOCATED z 120.00' m I °�" 6 ��"� ' ,��Of ads Fq •O Nsgs �3, y'tio " 15 ^h `'?6.7gs� �,€ ° a0 17 \ continuing South 30° 33' 30" East a distance of 142.69 feet; V 400.00 WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED rn I 3' 7 ' O� w- S M9 Nei s 5 s ; ^ 9' 30TH STREET thence along a curve to the right having a radius of 475.00 feet, 6 •°j o'• F q Y N W 55.1' E 403.00 g4'17'O6"E O\ 6, • 6 i F '1/ 7, O / o D ���$6. e•, ro 9 N> GFU i , o a a 'w - - - an arc distance of 305.43 feet and a chord bearing W 395.00 BY THE FLOOD INSURANCE RATE MAP, PANEL NO. �, 0 9 m ° 0 82.36' 1 7? o0 1N °S :� 1ti Q ° g and distance 395.00 050181 0081 F, PUBLISHED BY THE FEDERAL � _ \?>, j p .3e(;�' " �o ? 5ro h 4� • ° 13 > - - of South 12 08' 14" East a distance of 300.20 feet; thence °� _ 7 A 32'55'21"E ? 9 16 \ O. 00 a. 12 © 417.00 QX 388.00 EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001. 11 Cy 9 9 ". ' , 3 27' 2 °' Qy `'u`, • �2 N , - - South 87° 12' 46" East a distance of 246.24 feet; thence South ® A inm �2 ' ° O • tt 10' SEWER ( \ • 10' UTILITY h 1z°'oo 60° 20' 58" East a distance of 120.73 feet; thence South 46° 30' OH 405.00 ® 376.00 N21°37'43"E 377.06' / S80°38 3 tJ1 p a=t p� �i\\ \ O ��,Q 3 `c�• 5 .{J EASEMENT Y SO. e0 3,�( 6��\\ N EASEMENT m .i6 p1'39" { O l s o / 17 9. N\ a 6.1 s10°-t..o?o Sm 5 �A p19 ,Y320 / ?00• y059 w, ,,: 1g 7 11 10" East a distance of 532.56 feet; to a point on the East line Q 394.00 ® 387.00 18.63'CH 0.; 1 S23'20'17"E r17 n j \ A9 47.a1 / s a tg' o �� ee/� .o of the West 1/2 of the Northwest 1/4 of the Northeast 1/4 of said rn 1 m rn O 6 °! / AY 4D 2 QK 404.00 QY 404.00 / Rt o J ° S• %� 5 10' DRAINAGE 6 O� A '28 NOTES: 20' CONSERVATION & a� 1 15• B.L, .p 7 'P \.rt, 't02;4'.Y .76 EASEMENT S>s?7a• �'10,y6pp60 >, y'�q1 ` Section 17; thence South 02° 15' 28" West along the East line of © 434,00 QZ 414.00 NO ACCESS EASEMENT opNm S07.41.35' N 8'03'"7')- UTILITY AND/OR 6� Sy3 30 Oy \_ '£ 10 said WBSY 1/2 Of the Northwest 1/4 Of the NOf}h88St 1/4 a distance ® 417.00 ® 423.00 1 SET 5/8" REBAR WITH CAP / o;m �/ 29,24'C I S S SEWER a N DRAINAGE EASEMENT >• °'� bb. Ns I Of 894.35 feet to the Southeast corner Of Said West 1/2 Of the AT ALL LOT CORNERS. �n . Nt3°20'05"W 15' UTILITY EASEMENT X k" p(Aj)1m o 7>. 55 - Ni °23'17"E o 1 ® 8.79'CH. Northwest 1/4 Of the Northeast 1/4; thence North 88 10' 16" West QN 403.00 ® 383.00 I 1,. > �N y - 61.p0" O d R. 57.28'CH. o "' NS '22' " $'it"E 'rn� ° 2 ALL DISTANCES ALONG CURVES G� �z m 2 ^03 6'" / 0, Oi TRACT Y 2 his 104.67' 91.87' U) O S88.08'11'E HERRCK HEIGHTS ADDITION aloe the South line Of said West 1/2 Of the Northwest 1/4 Of the ARE CHORD DISTANCES. TRACT X i1 V P 'D } 60 •E �'" 25• A 8 C I �-o H 6 p371 �\ O v'2 SB.L. 4 r''. 66 298p (n 3 'S 3 3 ? 118.79' u 9 /' I I PLAT'BOOK 1, PAGE 250 Northeast 1/4 a distance of 659.32 feet to a point at the Southwest 3 ALL EASEMENTS ARE FOR UTILITY / ^�J 1y 3A0" gL,\ o,Z S QCJ� N g3• U. Nm j9 od 4 i8 0 •"��0 •33'46"W r` V. m o rD \ 63.84'CH. o corner of said West 1/2 of the Northwest 1/4 of the Northeast 1/4; AND/OR DRAINAGE PURPOSES. Ti {5°0 �6 i �, ��'SA N o o c%rn ai;a ;oz o LOTS AND STREET ARE 1� '�"�' d0 55 p N 20 a' N N' o oDV 19 o I PLAT-'FD THIS AREA NO ST thence North 88° 11' 54" West along the South line Of the SEWER RIM ELEVATIONS 4 TRACTS V, W, X, Y AND Z ARE N32°33'44"E Qi / 10' UTILITY AND/OR z 6. ,p`I•°j 3 - nw OOS.> s9sii �N`'9g0� i2p'{p a�, �'o rnia! �o�w-25' m °D� 8 IMPROVEMENTS HAVE BEEN BEET Northeast 1/4 Of the Northwest 1/4 a distance Of 843.31 feet t0 DRAINAGE EASEMENT oN a 0°' 2 00� ZN s• ab o'o R moo^. L ;a• S88.08'11'E COMR.ETED. the POINT OF BEGINNING, containing34.900 acres, more or less. PROTECED GREENBELT AREAS. 74.30 O N61058'17"E 45 81' ® 1• o (< •2'` P 24 w- N 1 93.5 0 ° 173 79' 10 390.29 I 5 10' UTILITY AND OR DRAINAGE S88°31'29"E 17.33' / �� 3 I I 0 I ��i �•^yN, 3 1p ,.jJ 6"4 p `ri1� a O l' 5 °o �a m I 7 20 444.64 EASEMENTS ALONG THE FRONT NO2°31'48"E 9.91' to' UTILITY 3 a:0 �8 z „ o ^�' 't9 E �i o ® F 0 S88'OB'it"E � � 20 b ® e ASI N66•4'�. ro m ' 6 3 n�3 °. W- 0). A'p/0_E-�e.___111.90' o N 0 3 400.53 OF ALL LOTS. N61°58'17"E 5,98' EASEMENT N • NIO • I O6• 2 h 6 tti .o r 5 // 73°i N -T2" 0 24'59"E o B 09 BLOCK 21 °' �"i 4g. 1j63. _ 22 p• �6 qI� OtC ©• :° 0 / 6 ,REAR SET BACKS OF ALL LOTS 0' UTILITY EASEMENT '37'29"E S88'31'34"E m I 8• EY O S j 110' - 63•L5' M co 31ST STREET ® 393.53 �� - S8 o dv 9 . W P 50 0 88"U8'fi"E ADJACENT TO GREENBELT AREAS NO2.31'48`E 73.01' 0.05' 80.00' 0°73'23" rn .w z"F N88'10'51"E '�r •E� 4 �• %: W 7I o' U1 tP `s�\ / t'( 1/ z 43.33'CH. of y 1 5 397.96 • 3 4.4 .0' / 87, q 7 rn 82.77• x- , N ds 23 O ���0 yw� o' N84 45'08"E 118.08 •I EASEMENT IS'-9': 151 NO3 19'4¢"E SiWe w w � / •14' 2, "D 67.48' m iv'. n. �'- 3 y/ - c 66.47 M 70 14 , Y � m a _%/� 2 E '/�°/' q o N w+ W N � � 91' S io � 25 w nN 3'32'44`E © 435.24 I 7 MINIMUM FINISH FLOOR ELEVATIONS UoD!'Dz fOo •rmv O o f`D�o v Z 29`2 ". I/ ;`�/ ''l �0 ^_'- ^'- o' �O ��• a PC� (�' at - '? m 1�'r gi'- S5T 26'1 9 4 z o m " r- ARE BASED Jiff AVARA LE SEWER 6"E-, _ w.- _. o o? w W T S15°26'15"W 13 s �,` 3 �• �c O�m 21 0 7 371.34 - 31.17' b 5 i:.: cc�y a: C a, 0 12 T.- �. - - - �°-- ,� A �' ? pD` _ O- a'0 " N i Y .° - e1- .m. dv ai . �- � � � C7 11 o a 7„ 49'C '_ U1 m o ;:4 0 ,° Ci E "�O% 5- iu8'45'°W ( � ^ r>• a.. p dv `5 O -- . - .. �, om 25 0> � 0 95 (i• D.E._,. � 7 32 fO -1t- CONNECTION. SG7.26'i6"E 7.0T vd`7M^ a "D o" • ro 26 ni 6N i°N N (� m p. COS O 3 .22'CH. -- - -- N32°33'44`E 4.2T ^ :" e A oDo -lam a: tJ Sf� `1` a g�.• �m _ 26 614� 57 rv'- Zd0 o � o " ^"1 o NN 10 ® o � UTILITY AND/OR o m m• z ro �` - 0 0 3 S88°08'11"E N3zm.4,rF- z Z Z H ? S24 °01' ro 7 (D ti m Aa Lm m 9'GH' 25 to ram'_ Q° v' a.8' 716.21' DRAINAGE EASEMENT _ 15' b3 O� 25' B• '9 •Z , W i 3" a.. 0 40.65'CH '�/✓� �, f�y (� FUTURE 90.00 82� - - T, a B.L. '� 6.3y " > 3g-- s-'� / / o �^ 27 6g g80'4 2 h m 6'68'20"YV B.L. y`t' N75 ' fl gT.89'CH• s1yGN' 35 n w o '� 3t E a, _ �t1tT ► ROADWAY f157'26'16"W 8 L 46' W 24.81'CH.[�J 8 1 i�,.1�26 6 31 7 N © o Q �X 6 9y 26 15' B.L. 10\\T, ►►►// ""�--t• I EXTENSION 58T1 i6"W - -e-_ 1 fc y p- S• w 0 9 t\ 0 22 - ♦ / 16.880 _ 46'S8" 02• 2 O 7 S84'44'09Y9-5 y-Il-j N 5 0, o. m s� •� 9 P G' / A w 1• 3 O (� N88°37'37'W 284.35' N83• N>9• _9' . t N.ti v ti N � •••• - 17 9 b 9,} ALL q•GN O. v O 28 /y 1. y� a3 ,Y5 ,p N 2°57'24`W I a N // N i7°26'16"W 2 5.80' F� "_ ' 7"E 8 y �� O r. 5 3 9 S\ 9 .76'CH. a •N •• i 0-&O.IlS' 9ll.05_ 66_ 5.69' uD � \ •w • • i 34.02' -'-01 SEWER t � /T+,V SEWER 2 49'3 O. a • • 1 N57.2616'% ��e, F o J N82° VO o 1 O G / S 1 • STATE OF • i °Dm m `� w 25' B.L.. of t 8L15' ^L m o ,ham b`.33C� o� 'o gyp= Ob ,j�9 TRA(WE V 60. J. ®' 9 try i0 iv- _pV-s- 29 0- t- 801 06� N 6(J7' rS, 77� 7g• s �° �PFQ >> •••� N3d033'44"E-' ,p.h o r u> c ^ ° ro 25' e. ry v m Na ° • w o o B OL al O 39 O O 00 �' `8 6 75" F _ ,y o •- m n a ., L m w • �-- �.1 �- 26 ' N O � 3 6 0' 0° •( \ 1 `'U �•v J �� " ��z 1 A% v"'`• 010 127.76' > ^ •,yrh ^ : D F a rD ••' l co o m : I� N A T (D w, 30 6 `1' { 5 N M y y 15 18 17 ro { o o m^o o °' O N �z �t r' `I 0 y C� s �o o w^: 8 e • 1 75' SEWER EASEMENT �rh o r 18 y 19 Aro n, °J CO o •-ra N• ww -o t6 C! w•' °: ^'-o •. ? ♦ PR NQIS O N S88'11'54"E 473.68' 2 ® /a- •i / 33 0 aWi m +L 31 �' S°2a ry�.Q oD 24 0°' +` O"'- 23 : i �1,�J �j i gj� 136.96' z Z' 2 ^ r° " Z 32 z Jw W S6 v J a Sn' AN ?Ai �a ••°,^ '�1Ie• �� ` IV *4943 + of +' n80.03' 8 .03' 75.41' m a, �h ,N TRACT .Z 41 O1 �� ° "'W'L e ^ FOUND IRON SMH Q 106.5T J // / 1351 .tt'A6" . N '' o (n ® h 7 �i °q ' °•° Q �!1 PIN (AXLE) .-�.�•�` 1�v AT THE SW CORNER OF TH NE1/4 NW7/4 SECTION 17 S:\2003PR0\203-222\FINAL PLAT ® THE DSGN MEHLBURGER DR FIRMS"�°°n-3�w,°a SDN CHK BMW 201 South Izard APVD ❑ LitOe Rock, AR 72201 0 5U1/375-5331 BMW POINT OF E BEGINNING NO. I DATE REVISION N88°11'54"W 843,31' • - i- 91.83 49.114_.� S7 A - - 142.00' 129.74' m // `,`♦* O`i '+/ -10• UTILITY AND/OR - ( N88610'16"W 659.32' - /7►Eltftpe1` 1v E7 LAW rrr� BASIS OF BEARING: DRAINAGE EASEMENT J, ® T /► ,. �w (.+ � a PAGIS COORDINATES FOUND 5/8" REBAR �,�j SW CORNER OF THE I 10' UTILITY AND/OR f^• Signed ioo 50 0 100 200 W1/2 NW1/4 NE7/4 DRAINAGE EASEMENT FOUND 5/8' FOUND IRON PIN (AXLE) �% "J SECTION 17 REBAR 16.36' NORTH, 0.32' WEST L•. �'�'' r ' OF 5/8" REBAR BY:1� Scale 1'_100' @9 @9GA1L�-0V@ AR ISIFV �NaLLI� G3LU OD [� DDOO _ -� - SHEET 1 of 1 THE PLANS AND SPECIFICATIONS INCORPORATED BAR S ONE INCH ON FINAL PLAT OF PART OF THE SOUTH 1/2 OF SECTION 8, ANi) LOTS 1-33 SOCK 20, LOTS 1-19 BLOC�:�1, HEREIN, AS A PRODUCT OF DESIGN SERVICES, oRIcINAL DRAWING. PART OF THE NORTH 1/2 OF SECTION 17, T-1-N, R-13-W ,kND LOTS 1-26 BLOCK 22, TRACTS V, W, X, Y AND Z DWG IS THE PROPERTY OF THE MEHLBURGER FIRM D t" A REPLAT OF PART OF TRACTS H-1 AND J-1, WOODLANDS °EDGE WOODLANDS EDGE DATE 3-31-05 AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON WITHOUT EXPRESS WRITTEN PERMISSION, THIS SHEET, ADJUST (PLAT G-780), LITTLE ROCK, ALL IN PULASKI COUNTY, ARKANSAS LITTLE ROCK, ARKA6iISAS PROJ THE MEHLBURGER FIRM SCALES ACCORDINGLY. NO 203-222 .I � < --