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HomeMy WebLinkAboutS-1313-I Map 2Wn r,,. °, @� 4 $Mw, M_Hy U•Pw Rpm 55 @SummY'� 9 M1"DSO ltlp%di"2 " E6W°M r;Panro Laovh 4 cp°mrn �� ePam. 4 2 mm\ � PI Pe\� � °xa. b Y, � CI4 .J '°'one ph,Rr1 a p F a I r � -- ` r C i 3 y�•n o GINO o. rfi I k� 00, all a uce IP ales I 5 " };PROJECT SITE Al s `' 1 , \ FLOOD PLAIN / 22 U Y3 y 1 O 6 8 m � Y4 -FLOOD WAY \ s u CERTIFICATE OF OIIIiER CERTIFICATE OF ENGINEERING ACCURACY 1 S12.6T30'E - \ P 2 / U�2.30' TRACT J-1 .? \ We, the undersigned, owners of the real estate shown I, Wec LOWDER ,hereby certify that this and described herein, do hereby certify that we have plat correctly represents a plan made by me, and that NO 34.35"E S 8° 0' 0"E 6` laid off, platted and subdivided, and do hereby lay off, the engineering requirements of the Little Rock Subdivision 1 1 9 47° ®50 02 ® 80A4, • TRACT J-t \ WOODLA EDGE plat and subdivide said real estate in accordance with Rules and Regulations have been complied wE S02° 4'35"W ® 887•67'o9-w p0 CREEK^'` ,? this plat. / � � y 1E 7 PLAT G-7 0 7 / 1o.oa' ® N S02 34'35"W BR 3eE \ t� p9j -' aa963.07,•E tP N77•339.73' SS9.99• \ / Q ��p��/'�I ��G' 1 \ w 11.34' � > Dote of Execution Wes Lowder 89.0T - e o TRACT H-1 47.86' Y 1 1 > S14 OLfi9" \ @4 2 \ Ys Date of Execution Name Registered Professional N14°OOy3.4�W ' `• ,64'CH. eti E sse•or OO 2 Address cr Y Engineer No. 4943 1 oo•3zorw CT "-I H. m S30°33'30"Ebe°TF� aeea \ ) ry \ �e D 772 Arkansas TRACT N-1 39.49• 24.89' � yN��eq Seb•09'2YE 6 Source of Title: .L,�y-• /t N30 33'30"W I?r - qN s..as �O /1� p 1 1 16.4D' ® NS3'41.10'E Oq 2-OoV Oo S6 op N48.88'83E ej7�N,p0• N83i.aw "E/ S80'4421E\ 70 /t-� 7 In No. CERTIFICATE OF FINAL APPROVAL 1 S48'49'43'E at.o.' \ Pursuant to the Little Rock Subdivision Rules and 1 �\� 66.06' - 12770• ® tr 30.40' a1.92' \ Regulations, and ail of the conditions of approval having N88.11'48 E �� 0. j�o / \ S88.39'18•E \ `9 g N48°58'53"E 0 o >t ° / \ \ \ CERTIFICATE OF SURVEYING ACCURACY been completed, this document is hereby accepted. 1 1 'G \ . ao d q This certificate is hereby executed under the authority 22.66' �iS>�p:0 F '6'�u? \ u. \ 1, MICHAEL WATSON hereby certify that of said rules and regulatio p �,9 a� O oa � this plat correctly represents a boundary survey made _• �N 'a, '"�Pg \ 8 WOODLAND EDG or verified by me, all monuments reeuired actually exist cll ('z f b`� i wp_ PLAT G-a68 and are correctly shown hereon and that all surveying GGG"' © \ requirements of the Little Rock Subduision Rules and Date of Execution L R. Plo In ng 1 L / Regulations have been complied with. Commission 1 OVERHEAD POWER LINE -, �- -� � RIGHT OF WAY 1 1 U / \ , EASEMENT ENTERGY ARKANSAS.p\ `U) TO/� B Da a of Execution B. Michad atson CERTIFICATE OF RECCRDING \ INSTRUMENT NO. 2003064880 N O Registered Professional snm rn •arxP�; INSTRUMENT NO. 2003097174 , • \ A / C` C 9 s 9 This docume t, number filed for re o d f, r \ \ • O V V S L N "r 6 Land Surveyor 1 <" \\ t (r? \ F.f, g 1- S No. 957 -_,.n Plat Benk_ Page �� r >N \ 1`f, \ v •',Ak �- Arkansas ® x \'' S E S W \\\ m SECTION 8 4 \ (Signed) ` u VICINITY MAP \ �� ®�1 w 1 �� J " SECTION 8 �w W I o 3 Glerk �`"�'� I \\\\ NO)I \\ (may ✓�� . 15' PERMANENTS EASEMENT \VA b �: �� 1 TSO .,S'�'� how IT u �•- ,���- SET 1/2" CENTRAL ARK NSAS \ �I 1= I FLOODWAY 'b WATER RIGHT/OR-WAY EASEMENT \\ 1 LIMITS 'O� e2e d6�d3 d�°oy REBAR S87•Y4'o4"E 663.37' INSTRUMENT NO. zoo3o7ans. S88°3147g"\ ® I- - - \ �e k �BAe631E ''; oA PROPERTY DESCRIPTION PAGIS COORDINATES '�-- 10' UTILITY A /OR 7 ° �� \ OVERHEAD POWER LINE 3440.18'8'E SET 1/2"g'7 ao.,e Part of the South 1/2 of Section 8, and Part of the North 1/2 of DRAT ENT �246`.Z4 RIGHT OF WAY NORTHING EASTING REBAR / FLOOD PLAIN 5 6°30'39"E 10, ® rao O' EASEMENT ENTERGY ARKANSAS FOUND i/2' S28•2°'tS'E Section 17, T-1-N, R-13-W and a f0plat Of part of Tracts H-1 and CORNER CHORDS CENTERLINE BEARINGS &DISTANCES DRAINAGE E ENT INS -MO. 20 48810 REBAR 40'08 J-1. Woodlands Edge (Plat G-780) Little Rock, all in Pulaski County, TRACT X q &ssa• �_ g 1Q 143150.9403 1184950.3386 N38°47'21" 155.54' 106.23' S86.15'p3" ? INSRTUMENT NO. 2003097174 Nea' S•17• . esz.2r Arkansas, more particularly described as follows: Q 143258.6213 1185019.1031 I N29.09'37'W 38.25'CH. S61.12'O6"E 71.83' 'a. 3 f J 114.15' m o;e \� Q 1a327ss307 1lsasso.a317 \ m N z bo \ 1 `� �P `\��C 8TH STREET Q Nb6°53'29"E 34.76'CH. Q2 S24.Ot'63"W 17.09'CH. / 1 �+ m cap �'P� y1 ® �� ® 143352.7835 1185038.8709 c'� d" ,•,O7 ni+a P� `� Q. �� 12 Q5 143336.0061 1185065.1433 11 S65.21.12"W 35.08'CH. Q3 N01-28.23"W 16.22' 7 LEGEND S`'>°O •v o 6) cf N 1 , o� { G� �` STARTING at the Southwest Corner Of the said Northeast 1/4 Of ® 143402.3621 1185069.0035 \ © Ns?. 838 , l i N s, o 0 ��\� �P N-,t„ FLOOD PLAIN \ FOU D IRON the Northwest 1/4 of Section 17: thence South 880 11' 54" East © ® N21°14'36"W 33.49'CH. Q4 S08-32.07-= 58.67•CH. CH. CHORD S . , 28• C CAPPED) 1a3aob.lsss 1185o7a.2776 .q 6ry r7 72 &, R7 os• n v J PP 1o•6z. along the South line of the Northeast 1/4 of the Northwest 1/4 a ® 143415.0712 1185074.7153 Q5 S47-42.16"W 34,83'CH. O5 S17'38'00"E 14.91 B.L. BUILDING LINE N39�45'24"E Al2.70' �' o B38? 4Y 8� CO,y //` \02, W, ;o m O S> • \ \ 15' PERMANE EASEMENT I I 11 g Q 143414.6250 1185092.0387 © N42.17'44"W 35.87'CH. © S17.02-13"E10.41' S.E. SEWER EASEMENTD.E. DRAINAGE \RKA bry 6, 2 l O. q2 5F� °`a ,yt� N1,Q65' e' 9,2�OS• \\ �WATERCENTRARIGHT OR -WAY EASEMEL ARKA ASITI distance Of 473.68 feet to the POINT OF BEGINNING; thence North ® 143436.1496 1165132.4719 10' SEWER a 8, SEW 7 s•oy a/ a o ,o o• S F� B� 32 33' 44" East a distance of 127.76 feet; thence North 570 26' I 7 N17-55.55"W 34.27'CH, 7 S16°26'25"E 49.79' s2, 7 / _ � 1 / N �- f 10' F N INSTRUMENT NO. 2003078776. e 11 143498.7688 1185172.4602 EASEMENT S . Lf// 2 ; m o FggF WFR ,pS u�� O 4Q+\ \ I Io 10 16" West a distance Of 34.02 feet; thence North 32 33' 44" East 1Q 143849.2768 1185311.4377 8 N69'46'56'W 37.74'CH. 8 N72.58.57"1V 45.56'CH. M 2B ??" w R7 O v '� -a, NI- 'NENl 'sr O \� a I a distance of 90.00 feet; thence South 57° 26' 16" East a ® v 3q• ry y y v> o a 9 a rn 10 v o. �, O, m ° Q 144027.7906 1185282.1338 0 O ¢�� Nsq, a,a 23 I Ln >? �• *� r m distance of 31.17 feet; thence North 03 19' 46" East a distance ® 144233.7259 1185447.8469 0 S62'29'47"W 31.10'CH. o�'v0 S? •3 N .°wa.' / r7ors.rs ry� by S ?s o 6� o tiy3,�p6�o ps F, n \�F \ \ I I "' g of 66.47 feet; 4hence North 61° 58' 17" East a distance of 5.98 feet; 1Q 144320.6694 1185519.6649 t0 S29-08.10"E 38.25'CH. 10' SEWER 7, SqS, / 00' I't' 0 :ti 66ip8 SF� m a6 y. g0 1+35 00- ` .S� \ \ feet; the North 02 31' 48" East a distance of 9.91 feet; Q 144441.8033 1185617.1015 15' CONSERVATION 5 EASEMENT.' rya. 3 SO%,, m y' yy 38� '`'� '� �G ? I thence South 880 3P 29" East a distance Of 17.33 feet; thence 0®N10.25'28"W 7.02'CH. DRAINAGE EASEMENT '' N 7g 8> CCCIII- _ ? ��' 1" Q 144703.3748 1185644,347 (EXCEPT AS NOTED e " ro� a S? S19g, > y as3. 3 `ryy O °o S7Se6 3F ' p 9 6 3tiy?b�' O 3 \ TRACT X `S6\'- \\ $ ® 144437.7444 1185700.4761 I 11 N37.03'48"E 36.7o'CH. N38 49'23 E 264.33' a s ^ North 610 58' 17" East a distance of 45.81 feet; thence North 320 ON DRAWING) /0 �l0 22, 6 q7• e1' e`6 V = 8 S9• 7!? O �, ro \`{I / W 7>., v, o h' � 11 � ` � I 'i 33' 44" East a distance of 74.30 feet; thence North 210 37' 43" ®144833.4529 1185567.5468 1a N67°13'35"E 14.67•CH. 10' SEWER �t� 3 / hS 7� ,y`5 NO °76'04"E [yI O N l•l \ 144847.5742 1985559.2094 4 0' 4y 7 O 25 B.L, m Q 144847.5742 1185559.2094 ©2 S49'12'20"E 36.27'CH. EASEMENT \�0, �, O3 \ Sq 4000S49°30' ^� G� of .94CH24"E M J• \ East a distance of 377.06 feet; thence North 09° 19' 20" West a o U Nb m W� 2 *30, F� mr- 1 o zo'SEw t RIGHT OF WAY \ I 7 distance of 180.90 feet; thence North 38° 49' 23" East a distance ®144953.9426 1185535.4577 = 2 fy ro'�:y a ,0 4 °j =ws^' ,y y�Cl18.Br 9. 70• a: 86.7879"W U EASEMENT SUBURBAN SEWER \ Of 264.33 feet; thence North 39° 35' 24" East a distance Of 144952.9317 1185585.4628 ,n iD �Op " s m o. OZ ,t, , m S7!7•jj.3 " S84° 2 N 125.98' IMPROVEM NT 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 o '•2 °' o P.°' o V '� nm 1 .°' ^ •e• 8 E 37'S3 00°28'35"W 3 239, PULASKI COUNTY, ARKANSAS \ ® 144941.6077 1185584.9533 I o P: W"O ;�� o �, a.E. w 7,24'CH. a, 3.14-CH. I 29TH STREET feet; thence South 87° 12' 46" East a distance of 83.47 feet; ®144873.1012 1185602.2021 16' UTILITY EASEMENT a 5 Q ^lc O ^ 5 m h S24.34'31"E o I 25' B.L. INSTRUMEN NO. 98 007582. 144851.6660 1185614.8578 DELTA RADIUS ARC TANGENT TRACT V = 0.047 AC± :° m Z "� y o °' 6 ooi, a ° I a0 °6' 8LW12 �" thence along a curve t0 the left having a radius Of 425.00 feet, ® 144728.7956 1185687.4028 TRACT W = 0,054 AC± 2 h _U 77.90, h o ^ N %8 4 H.II oI `� l © 33°08'27" 150.00' 86.76' 44.63' ® N76.3q. N t� ps 9.04 S> °42•r5•� ' �s.a9 = 2S' o ° S02°f6'44" 6 N a'OH• © M W\a 2 NW NE I 12 an arc distance of 3" W feet and a chord bearing and distance ® 144435.3081 1185750.5210 ( 55"W n I 06-E 35. O9 ® t' N ^ 25 B•L,IQNV ? ° 5.56'ol" o S30.52'34"E v v T I� Of North 11° 55' 53" West a distance Of 271.50 feet; thence 144423.3348 1185996.4669 ® 57°42'08" 450.00' 453J9' 247.91' c , 72p.00• 2 Z3 CH > a 7 1 3, ® q2 itp-Oo, W 12.21• <v m ® 3 IQ sa• 13•:s 0?°20.7 s "• r Sa'CH. -t I fcr;t` 30° 3.3' 30" West a dis"anC�: Of 1.51.06 feet to the Southerly 144363.6063 1186101.3924 ® 37°50'04" 780.00' 515.06' 267.32' - V O ^�,w ? z1 2^F II- w go•24- S S E T I O N 1 7 11 line of Tract H-1, Woodlands Edge (Plat G-Tee); thence continuing 1 3n S (3� 143997.0371 1186487.7727 I ® 38003'52" 239.66' 159.02' 82.5T ;� 6 / N m ° U la•T oRA/ Y A �2 •8�• 3 `� /Lq y E 143103.3791 1186452.4808 C _ N NOi2 s.q ry 3 sa B North 30° 33' 30" West a distance of 16.40 feet; thence along a ® ® 06°31'47" 150.00' 17.10' 8.56' N L_ N W I o01 I° O°i Om - �Yq GF Oq 8• a d = a 3 Z " o ory o 02$ 3 \sfgSEME >e. ®� 2 13 ^oov Q23riF �U I 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' N82• SI- h ' ,- 06.24-M, o U °, g " h o 9�d o Tq 7 Ss9• orcy m o g ^•y y� S C�( 10 distance of 101.41 feet and a chord bearing and distance of 30°06'19" 500.02' 262.73' 134.47' SECTION 17 N09 i9'20"w 160.90' I N w 120.00' I' • ^ o;v 70. : • ' ? Z ® <, = S�, to- L/ ILITY AND/OR p rn v o� s 60j, N q �o m o 2 DRAINAGE EASEMENT North 140 00' 34" West a distance of 99.87 feet; thence North 020 MINIMUM FINISH FLOOR ELEVATION - ® 31°55'37" 200.00' 111.45' 57.21' N ® N T a 10 aP O + \ re °F 6 9•,. 14 O, 8 B• o \ ® 09°29'18" 150.00' 24,84' 12.45' 1 Y `D 7 N o o e •02'40'W co Q T o 11 0 0 �� 2 "Ss�7cfz` •1 g o� s`'a•os ` I 34' 35" East a distance of 9.47 feet to the Southerly end of U o of m 93.27' N> >5.3 m o, q ,''YY y^ �,= Sweetgrass Drive as dedicated on said Plat G-780; thence South O m ® 06*43*54" 300.00' 36.25' 17.64' h m I m Oa•08'13"E 2^ 06 y •' ev yet° 2S • h g °Oy ^' tiro Sv 9 9 Y 9 O r?' v k \s 1 I 88° 50' 30" East along said Souther) end of Sweetgrass Drive a A 361.00 OO 397.00 J o ° " 3 28.90'CH. t7.3' 17.,h"hl� 8 12 o,v^ ° °' S9. F\ O n7. 18 9. ® 408.00 © 392.00 0l ® 21°26'16" 750.90' 280.95' 142.14' z N87.37'52"W ^ I"e ?• 0' O F ^'S ? s 20 S), ?.'L g s distance of 50.02 feet; thence South 02° 34' 35•' West a distance T 1® m h N 9,°35' 0"E Fq R 0,1 `7 = S' 4 ^ ,0 ® 54°25'29" 275.00' 281.22' 141,41' 15' SEWER RIGHT OF WAY EASEMENT o 120.00' m o°'' g 109.56' S>2°2 F r SNAG tw / O� 3•/ gyq !.i13 7SF COS' 1^ O fig' ` \ I of 11.34 feet; thence along a Curve to the left having a radius ® 414.00 QO 385.00 0 o I ' 3 3 > 9'Oq" T F} V.7 •cL O \ •, /y\ S O O $ w ® 36.08'27" 130.00' 82.16' 42.50' SUBURBAN SEWER IMPROVEMENT DISTRICT � 0 � 3 DE h 3.>2 Sy,y 6,8 ry o SEWER4ry � o. S ^�� � _ Of 125.00 feet, an arc distance Of 72.25 feet and a Chord bearing ® 420.00 ® 375.00 0l NO. 239• PULASKI COUNTY, ARKANSAS / w ro ® $ m oIQ m 6 UN �0 7 oOti� vo o^n °a,�' '?'y1 9?,® 9�. 2 16 =� S'ya• \ I r and distance Of South 140 07' 57" East a distance Of 70.64 feet; a INSTRUMENT NO. 98 007585. w m tO • o S. >" =o oy 14 C 7Z S• o, © 385.00 367.00 iv " SEWERS I I�©"; �o �m' oym =lo°j o00 ?s•h" >> ss 6� Dry d .� 'o °�• thence South 300 33' 30" East a distance of 24.89 feet to said o i ni ^ o n ^ o h ti o� N v o 6� dej, o. s�, o- Gam' 0 69 09 as, 7 (� C 394.00 T 422.00 Be m o h ems, "s e' I Southerly line of Tract H-1, Woodlands Edge (Plat G-780); thence 0 o I FLOOD PI AIN STATEMENT -P' `a o , .-r wi s r . 69 `5 ^^ 7? ?a s A '' •^9 7• F ° D aoa.00 Qu 407.00 z 120.00' ° �" 5^^ J ° Ns , > , 0 15 d z s. S continuing South 30 33' 30" East a distance of 142.69 feet; s Fq o 9 S 3 5 o h sr F 1 a 17 g z A PORTION OF THE PROPERTY SHOWN IS LOCATED o N � I s3, ,� •1.,Z,. a. S 9 e s• 5� ^ � �.9' 30TH STREET thence along a curve to the right having a radius of 475.00 feet, m rn g4'17'06'E O\ gy,G 6 .m, F,yF/'yq 7s' sa. ^^ o� �a 9 8 9 ® 403.0o Q a00.00 WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED / / 0 9 o se•, 6 �9 NT GF® K > , a - - an arc distance of 305.43 feet and a chord bearing and distance 395.00 BY THE FLOOD INSURANCE RATE MAP, PANEL NO. m b g2.35' 1 \q9a 02'Z C >3 '�� 09 0 9• • a9 , a; o I\ - - _ - 0 395.00 ® 050181 0081 F, PUBLISHED BY THE FEDERAL / w _ >7.?> 3.G�' o9a 5 16 �^ 40. oo p f1bIJ 12 - - - of South 12° 08' 14" East a distance of 300.20 feet; thence © 417.00 Q 388.00 EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001. '•+ 11 C g ga 32°55'21"E x - ® h 3.27' `� %\0 'z:' �2° a 7 South 87° 12' 46" East a distance of 246.24 feet; thence South `•� 12000' Z' a Nm O 2 ° 00 S1 TO, SEWER ``�� 10' UTILITY 3a'o w , \ 0 o' -z " 5 EASEMENT S�' so. Bo `���� m .15 600 20' 58" East a distance of 120.73 feet; thence South 460 30' 376.00 a $60° 0 0°, r O- ,7, y N EASEMENT I� 405.00 ® I N21 37'43"E 377.06' . 01'39" g O •a .; 3`N s?,'oo, 17 d�� aw \ 2a °' •1 10" East a distance of 532.56 feet; to a point on the East line S10° CH o =o a ` A 5 2 1 523'20'17"E r3 5 a; 16 .7 11 J 394.00 ® 387.00 iB.63' m ' a, w, 5 v A ?'' 'G Q mN i o °+e 47.41' a o s� o�, of the West 1/2 of the Northwest 1/4 of the Northeast 1/4 of said m o m m ' 6 / 7Z 5 2i .tl' / V•t 's OK 404.00 OY 404.00 NOTES: / 20' CONSERVATION 8 "1 15' 8. •. p 1' -k3` 10' DRAINAGE S/, ss?/ 1'+O'35A Ay a,' 6/.2't2 ` Section 17; thence South 020 15' 28" West along the East line Of / NO ACCESS EASEMENT °' - L902• .T6' EASEMENT S®, Q• 30 00 yG \`6 I said West 1/2 Of the Northwest 1/4 of the Northeast 1/4 a distance © 434.00 414.00 o.x1 �; rn S07.21'35 7 N „ - UTILITY AND/OR O �e 3' O 10 © 417.00 ® 423.00 9 SET 5/8" REBAR WITH CAP ➢rn m 29.24'C S S SEWER 6 �.. g2 85• a ,o / t� v 55' En DRAINAGE EASEMENT $ N13'20'05"W Of 894.35 feet t0 the Southeast Corner Of Said West 1/2 Of the AT ALL LOT CORNERS. 15' UTILITY EASEMENT-",:/ �C 'i0 pdrym p /• N1!r23'17"E o • 1"E . 0, o l a N- 6Y.Ao o ash 77. 57.2a'CH. oN N 6°z2' y ® as.7sCH. Northwest 1/4 of the Northeast 1/4; thence North 88 10' 16" West Q 403.00 ®3a3.00 2 ALL DISTANCES ALONG CURVES TRACT X �1 (� ° °03 �p o u TRACT Y of 10a.67' 91•87' en O S88.OS'11"E ARE CHORD DISTANCES / C� 1 <7> 9A821"�� \C3°'* 2 25 B.L. v4' 1187g• I 9 HERRICK HEIGHTS ADDITION along the SOUth line Of S81d WOSt 1/2 Of the i'dOfthWBSt 1/4 Of the 7L2 9A 3 oN s (�, o 6 A3 ti F S 4 °? 6A 0A N 3 0 °33'46"W PLAT BOOK 1, PAGE 250 Northeast 1/4 a distance of 659.32 feet to a point et the Southwest 3 ALL EASEMENTS ARE FOR UTILITY / O,v I G ,r111 03p0 Oy.\ qL2 s4• m �OG� N y3• o oS19 0{ M4= 18 obi 63.84'CH. o corner of said West 1/2 of the Northwest 1/4 of the Northeast 1/4; AND/OR DRAINAGE PURPOSES. O r �;5 �5 "� wa; �� �,, �2. �5y5" ,a0 g o I LOTS AND STREET ARE thence North 880 11' 54" West alongthe South lino of the • " 10' UTILITY AND/OR 1 29 ^, i0 00�"' 9`Ps'- c�`'9 OHO No:� 20 a'u° N o'•rn �o °e^ 25'm 19 rot 8 PLATTED THIS AREA- NO STREET Northeast 1/4 Of the Northwest 1/4 adtance of 843.31 feet to SEWER RIM ELEVATIONS - 4 TRACTS V, W, X, Y AND Z ARE N32 33.44E 11 / 0 z i >,O, 3 ®O - '!yS /L 0 9 ar ®�-'`s �� IMPROVEMEPTS HAVE BEEN PROTECED GREENBELT AREAS. 74.30' DRAINAGE EASEMENT oN / 0 ®9 2 00� ZN s• A6 0'0 m S88.08'11"E N61°58'17"E 45.81' n ® •01 1' vyv m 1 N 21 y0 N �659� o N 71g,79 COMPLETED, the POINT OF BEGINNING, containing 34.900 acres, more or less. 1D 390.29 I 5 10' UTILITY AND OR DRAINAGE • 1, 3 U1 r° ^ ry - 3 1is 1.1 °j� "10, u; a OZt� � 5 m 3o m 7 ;88 31'29"E 17.33' nj o g� o I = h 1�3' .19 , o o 2Q 444.64 EASEMENTS ALONG THE FRONT 10' UTILITY I o v E F "-' ® S88 08 11"E '0 20 o N)2 31'48"E 9.91' ® 4 x N6s• 4 w m 63 33 's ' B`' "'/ a%g"8 --- 11ts0, N o EASEMENT O1 NI 0 6 �1 22 pa; 5 i . H• 'ao�cv Q3 400,53 OF ALL LOTS. �61'58'17"E 5,9 N n I Sq Z m S 3 3 00• 2 •N C ,°,7 0 °24'59"E o 6 OO BLOCK 21 (pl°^I 2W d� FTO� PI t+op1 ©;a 991' OD I 31ST STREET ® 393.53 6 REAR SET BACKS OF ALL LOTS 10' U'ILITY EASEMENT 8 0.05' •38000' S88.3134"E Sae•13'2 oN cd 8°03.52"E p• © 6"' 60 8 °' oie 88'08'11^15 --•I ADJACENT TO GREENBELT AREAS 102.31.48"E 73.01' - 3" y 7l �' = N88°10'5t"E rn k� fG ?/ z a3.33•CH, a; y 10 ° 4.4' .0' �• .Qq. W > / o ry 82.7>• a N NS 23 ' O / \Jip 3?` a+ a N84•45,08•E 11a.08' •� EASEMENT O5 397.96 NO3 19'4 E 'm� w w /. •;•, '14. 2' r° Mr en 67.a8' a, `�7� p L�_ P 3 •� -y io v IS 2D'. �" y, 3 'm 2 E + N `r`e t� q1. ,fj N 3°32'44"E i O 66.47 =?0 14 ,a C ,o. ,35 �• o aN ,N a,a m ® 6°,/6 i1.3,ti -i" °'-�'�ia -2 m °'�4 91' -- 6 436.24 1 MINIMUM FINISH FLOOR ELEVATIONS $5T26'16"E UtO m= eD o ev o m Z < : ' ,-,o z M o m w m0 S15.28'15"W - - 5 mom 13 0 12 ri N x o m 25"29=<`3 =s © ilr �. a � - c n i°'oN 6` k� Z y;p °'-<ir 61.99'CH. 21 0 I ARE BASED ON AVAILABLE SEWER ,31,17' O O �o mo o i`lU o v 13,4g'C m o 24 ro„l O.h N N 2.48'45W O7 371.34 4 I^M: iv m ��1%,U 11 oa' 25 'o a_ g Oig „9 . D.E. 3r m {jN(7^ O N O,- • {� O lry �ty 26 N COO lON N m to AfJ O 5 8" " m ;0 3 .22'CH. CONNECTION. Sq°26'i6"E 7.01' z o � o � f.,.r NN � ;v 10 ® e � o qA coo --,�. m N / �� � � � \,� r UTILITY AND/OR Zd ;° z z' m - z q7N r v,o o a �. 6• a - 26 e .5T' No N S88°6.211"E . N:2°33'44"E 4.2T z N S2q•01. %. q 7 "� m � 1n m t;N• Z 5 tr a M DRAINAGE EASEMENT 15' S3 n 0 1 25' B.L. 9 .29' 0 2 NS � o b.8' 55-C ' 2.'4`E 6 r' B.C. 6.39. 5 i S80` m a 40.55'CH, FUTURE 00 8 L 4 25' B.L, eY m '>g.e .'-�- RCN• 5� y ��O 0 27 �y9 o ro 6.56'20"W _ ROADWAY •157.26'16'W 45' R/W 24.87• •� Oh. 1 N>5 -�N. 8T189'CH• �.- 253.T1i 31ie'' 2' ,put' �'- X 6 y"� y""� nO1 10 111111 0 $84.44'09 c 5 ® 2 95' B.L. o \ _EXTENSION 16.88' - - CH'® N7 �2 `'O r 9 $ 0 22 �\ 587°1 16"W N88°31'37"W 284.36"N83 46'b8•• 9°02'7 W 2 8 .,�. , i 59 3 N6 2 O s•, O-si s"w,t` 1110� 9 9 G / N 2.57'24'W o911 f \ �, 9" L� ____._14I_H• o, °r O 28 2 35,o3� .76'CH. w�` •N N57•23'16'W 0 0.9.5_ _80.05- 6Ci s � 5.69' 175.80' 6 �kt� N ` • ••• 3402' ` / SEWER 2 N82.49'37" O 417' ip.: SEWER 1 U: o, o O' p ° TRACT V/ S o• 1STAT N17°26'16.W 1•tm m w 25' B.L.. a, 9.1,_y5 ^r° m O m �„ O a oA0< F 11' .tt C� y631 �Y' EWE S S ® 9 ••• ABia /ra : m ® ;n / ai °7'�W 'WZ 29 p. 9 1 R�3 7 77 3y • try G N- n^ a%n 25 N ^' m. NU e 0 of 9 'S90 O O N32 3 44"E�� ,b o h o m y 8, o d wo o B.L.m o o 6 00 p� 0 �v, s• e4 ; 9. • NP 'S 7� Iry N�. / /° pv�' ro „f ul� a0 `v N25 a N a'' 3 t> 1 mrn O 127✓6' ^°ti O 15 VP 16 � v n �o ti y me om:� ^°cNi -p TO o N 30 i Yd '� Z y 5 0 e o w": 8 15' SEWER EASEMENT- /Ary y o' i7 +- 18 y �P 19 ry y y �o�'a Nm ww -o a16 Cj a w� m°; ^?N •• S88.11'54"E 473.68' 2 ® z 2 ' / 33 0 rn 32 m y� 31 p I 65.2 0�'O N o' 24 C)1,, !o N S> 23 i0 % ••' _ ru z z w `� TRACT Z -, °' ?wa N -t oa i 138,98' 80.03' 80.03' 75.41' 106.5T, m °' A•11 A6"W N o Lli ® m 7 �iir •••• FOUND IRON 1p SMH /. / t35.13, 91.83' 49.16• 51 PIN (AXLE) N88°11'54"W 843.31' -� 142.00' 129.7a AT THEPOINT OF 10' UTILITY AND/OR N88°10'16"W 659.32' • RIR ET >//Onfi l SW CORNER OF THE BEGINNING DRAINAGE EASEMENT FOUND 5/8" REBAR NE1/4 NW1/4 SW CORNER OF THE I DRAINAGE EASEMENT 10' UTILITY AND/OR FOUND 5/8" FOUND IRON PIN (AXLE) SECTION 17 WI/2 NW1/4 NE7/4 REBAR 16.36' NORTH, 0.32' WEST SECTION 17 OF 5/8" REBAR oA nnnznon\ OnZ_ODO\ CIAIAI DI AT BASIS OF BEARING: PAGIS COORDINATES 100 50 0 100 Scale:)"=100' 200 \--- ® THE MEHLBURGER FIRM -- '. .... .- - .. DSGN UKK.U@ D @IF O@M�iIL�[�4@ THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN WITHOUT EXPRESS WRITTEN PERMISSION. THE MEHLBURGER FIRM ODpd� BAARR IS S ONE INCH ON ORIGINAL DRAWING. D 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. SHEET 1 of 1 FINAL PLAT OF PART OF THE SOUTH 1/2 OF SECTION 8, AND LOTS 1-33 BLOCK 20, LOTS 1-19 BLOCK 21, TRACTS V, W, X, Y AND Z DWG PART OF THE NORTH 1/2 OF SECTION 17, T-1-N, R-13-W AND LOTS 1 -25 BLOCK 22, TRACNO. A REPLAT OF PART OF TRACTS H-1 AND J-1, WOODLANDS EDGE •, WOODLANDS EDGE DATE 3-31-05 (PLAT G-780), LITTLE ROCK, ALL IN PULASKI COUNTY, ARKANSAS LITTLE ROCK, ARKANSAS PROJ 203-222 N0. DR SDN CHK BMW APVD BY APVD tot South Izard ❑ Little Rock, AR 72201 0501/375-5331 BMW NO. DATE REVISION