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HomeMy WebLinkAboutS-1313-I Map 3VIUINI I Y IVI/I SET 1/2" REBAR 1 FLOOD PLAIN O s 6 k a 73 / / Y 8 fFLOODWAY m � / 7q s CERT'IFLCAI OF OWNER CERTIFICATE OF ENGINEERING ACCURACY 1' , S12'61*30'E \ It �' 2 / 1+f?.30' TRACT J-1 .? tk; We, the undersigned, owners of the real estate shown 1, WES LOWDER hereby certify that this d - .' 7 4 and described herein, do hereby certify that we have plat correctly represents a plan made by me, and that 1 1 1 f S 8° 0' 0"E \ laid off, platted and subdivided, and do hereby lay off, the engineering requirements of the Little Rock Subdivision lit 1 NO2 34'35"E TRACT J-1 p Rules and Regulations have been complied wit 9 47' ® 50 02' ® 96.e+• WOODLAN EDGE let and subdivide said real estate in accordance with g p 1 S02°3�41t. 0 08' © N z"861-151 01S02°34 35"W ell - -e EEC 76 PLAT G-7 0 J this / D 8 G. ma's .l�J. e--2e --r S06'29'3+'E W 11.34' Nn• 63.07• A S14°OZ5i" TRACT H-1 3g73 58g786'� 6 72 \ Date of Execution Wes Lowder l N14°00?34 W '` 64'CH. Zti s+9 or \ O 2 76 Dote of Execution Name Registered Professional L' Address Y Engineer No. 4943 t 06'32'01'W 99.87 CH. '` .m S30.33'30"E�''°� +6.63• \ k > 77 TRACT H-1 Tab E Source of Title: e e a"• "7 7 0 Arkansas 30.49' ° 24,89' �N �eq S6+'09'22'E l� � ITT �Z N30 33'30"W p N h 6+.+e O ZOpr/ �o5(v08 1 16.40' ® N6361.9 'E /P C Instrument No. N+B•69'6J'E N 67'90 / \ Sao. Instrument E� 7� "� 7 CERTIFICATE OF FINAL APPROVAL \ 13+9•+9'+, 31.07' NQ w N83°4140'E 6o.u• \ d Pursuant to the Little Rock Subdivision Rules and t 1 68.06' N 30.40' Regulations, and all of the conditions of approval having uraa• ® W d +1.9z• �0• / \ S66'39'1B'E \ `g 9 PP 9 ( N48°58'53"E y W. a ♦ CERTIFICATE OF SURVEYING ACCURACY been completed, this document is hereby accepted. 1 1 1 22.66' O •�'9 4 ' 011P. / \ f' \ I, MICHAEL WATSON hereby certify that This certificate is hereby executed under the authority �,9 �m� 'co°'� 8 this plat correctly represents a boundary survey made of said rules and regulatio(� 1 1 \ O'-�- �►ft tr _ '''� ° \ WOODLAND EDG or verified by me, all monuments required actually exist and \, p \ are correctly shown hereon and that all surveying PLAT G-a68 �� 1 -_ •pi ® requirements of the Little Rock Subdivision Rules and Date of Execution L.R. PI n ng L > Regulations have been complied with. Commission 1 I OVERHEAD POWER LINE- -� I RIGHT N WAY O \ EASEMENT ENTERGY ARKANSAS 1 \ 1 ��F 6 .amlmmmm999rmr 1 9 Ut \ Da a of Execution B. Michael atson CERTIFICATE OF RECORDING $ a INSTRUMENT NO. 2003064880 �\ } O Registered Professional �09` � G CIRC(, 1 INSTRUMENT NO. 2003097174 \\\11N1e This document, number /�pOSU.i�iLyfiled for r co d / \ \ \ \\\ • . 1p�\ S W S E \ ��FF .�� e�0 6 No. LandSurveyorOOg16 t3 , �o in Plat Book. 14-, Page �a0� \ \� A ' SECTION 8 �e 'wk Arkansas a�' "^yr S E SW \ Q \\�\ � t w , 4 \ 7 (Signed) PST '8 0) � FM: SECTION 8 \\\ �w11-/ \ Clerk}^•,��5 I \\\\ 1u \ CO pFfTV AFi;Xs' 15' PERMANENT EASEMENT \ \\\ m O Ii t �s ,0EzY+aJuln°��` CENTRAL ARKANSAS • \ \ m = I ,= I �( LIMITS re;�e7ek aygo9�ao' 2 .. WATER RIGHT/OR-WAY EASEMENT \\ \C 1 \ INSTRUMENT NO. 2003078778. S87 12'46"E \ -4- - - S87024'04"E 663.37- -. eA16• ,E 3?' �`� 7 MA•AB'31 PROPERTY DESCRIPTION / 83.4T �1 _ _ _ - _ - \ PAGIS COORDINATES _ y _ \ S+9'29'06"E SET 1/2" 10' UTILITY A /OR 7 �87e OVERHEAD POWER LINE 40.ie• Part of the South 1/2 of Section 8, and Part of the North 1/2 of DRAINAT', EASEMENT4�,2 RIGHT OF WAY I 10' QTILIIdr�t BffiR 12 O" EASEMENT ENTERGY ARKANSAS sze•zo'1e•E NORTHING FASTING CORNER CHORDS CENTERLINE BEARINGS 8 DISTANCES REBAR / FLOOD PLAIN6°30'39"E rouno V2• Section 17, T-1-N, R-13-W and a replat Of part of Tracts H-1 and DRAINAGE E NT INSTiiUMENi-NO. 20Q3 4880 REBAR +O.os' 1os.23' S DRAINAGE E 3� TRACT X 99.6+' J-1, Woodlands Edge (Plat G-780) Little Rock, all In Pulaski County, 1Q 143150.9403 1184950.3386 N38°47'21" 155.54' v' P 0� �' INSRTUMENT NO. 2003097174 N66.36'17•W _ 662.2T Arkansas, more particularly described as follows: Q 143258.6213 1186019.1031 I iQ N29°09'37"W 38.25'CH. 1Q S61°12'O6"E 71,83' Q 143276.9307 1184990.4317 \ V. Q Qi 3 N S `' 114.15 00 \ IO �� �P \ \ 8TH STREET ® 143352.7835 1185038.8709 Q N56'b3'29`E 34.76'CH. 2Q S24°01'S3"W 17.09'CH. , / 1 b �m p a1 N� P��P� �y1��'� ® \ Q5 143336.0061 1185065.1433 Q3 S65'21'12"W 35.08'CH. O3 N01'28'23"W 16.22' LEGEND s?>°o@ ry - ry 1 ae �t �,� y�`'� r-- 12 STARTING at the Southwest corner of the said Northeast 1/4 of ® 143402.3621 1185069.0035 \ © s 3� / N m o P ., 0 rFLOOD PLAIN FOU D IRON the Northwest 1/4 of Section 17; thence South 88° 11' 54" East ® N21'14'36"W 33.49'CH. ® S08'32'07"E 58.67'CH. CH. CHORD O� N ? Sr, @@ H, 2 y?@•0 o rn J'��`"QJ� F,Q'62, \ \\ CAPPED) Q 143405.1699 1185074.2778 B.L. BUILDING LINE N39�35'24"E �.12.70' �' 6 rr8 ??^ @� OJ r�0 8"W, y`5 y^' pQ' ''0• \ 15, PERMANE EASEMENT 11 along the South line of the Northeast 1/4 of the Northwest 1/4 a 6 S47.42-16"W 34.83'CH. 5 S17.38'00`E 14.91 A O' 3@, ly / ? $> \ ® t43416.0712 1185074.7163 D.E. DRAINAGE EASEMENT \ ro 0 2 / N?4 q?\ \ b'�, 1�•pg'56" 0.30,0 \ CENTRAL ARKA AS distance of 473.68 feet to the POINT OF BEGINNING; thence North ® 143414.6250 1185092.0367 © Na2.1T44"W 35.8TCH. © S1T02'13'E 10.41' S.E. SEWER EASEMENT ,dbc roe. SEW T O, B,C, , �`� AN100A5'� e' 9@?>, ��CC WATER RIGHT -OR -WAY EASEMENT 32° 33' 44" East a di8{8nC8 Of 127.76 feet; thence North 57° 26' ® 143436.1496 1185132.4779 I 10' SEWER h, r/ p O / 2 I 1lq $ , Sl\ \NSTRUMENT NO. 2005078776. I I e 11 143498.7688 t185172.a602 70 N17°65'65"W 34.27'CH, Q7 S16'26'25"E 49.79' EASEMENT r?Br• w/ �" , 2 =3 1 �. m m Fq$ FWE 6.S',�� 0 4 10 16" West a distance Of 34.02 feet; thence North 32 33' 44" East © 143849.2768 1185311.4377 ©N69°46'56"W 37.74-CH. ® N72°68'57"W 45.56'CH. ® v B3q 2 w ro O ,ti ? �. ro N 9 r NI 10 MFNT 'vo W�\cl,� "O. \ I Ijb a distance of 90.00 feet; thence South 57° 26' 16" ESS{ a taao27.7sCs 1185282.1336 e ` v a0ti Naq. 00,a0 a23q I a AA 0 3t r• > \ distance of 31.17 feet; thence North 03° 19' 46" East a distance ® 9Q S62.29.47`W 31.10'CH. 0 3 00,• rB. O @ I. rr 144233.7259 1185447.8469 ♦7.0 n, 17 r@.. ,v0 ryy �' u' sp C�a, o 'L �S�G ps F O F \ \ I of 66.47 feet; thence North 61° 58' 17" East a distance of 5.98 Q 144320.5694 1185519.6849 QO S29'08'10"E 38.2b'CH. 10' SEWER ^ $?B°q ry ^ qr �0O' w y 11' S110 �153hn 00 . 'O \ .6\ g ® 144441.8033 1185617.1015 /©', 15' CONSERVATION 6 EASEMENT rvo 3 BBO^ m S� k a °� "'@% �15 '3p E °" feet; thence North 02° 31' 48" East a distance Of 9.91 fee{; 0®N10'25'28"W 7.02'CH. DRAINAGE EASEMENT e • N 7? @,> , O ?°D•. �'L 1' © 144437.7444 1185700.4761 I • , ,�� v s?°Boys, >• B•93'3 ryy UryN S�s�s�. 0 6 ,��.'O \ TRACT x •SE \ thence South 88° 31' 29" East a distance of 17.33 feet; thence (EXCEPT AS NOTED O 5, B \\ I 8 North 61° 58' 17" East a distance of 45.81 feet; thence North 32° ® 144703.3748 1185644.3472 ti N37°03'48"E 36.70'CH. N38 49'23"E 264.33' ys• h r??^ k 6@ a " m = By; 7• A o •�• ;? ON DRAWING) ro r• 'v: v B Z 1 144833.4529 1185567.5468 W r>, ro or h nT. ,� t, 11 w \ 33' 44" East a distance of 74.30 feet; thence North 210 37' 43" ® 1a N67.13'35"E 14.67'CH, 10' SEWER ¢ 3, ,%+� .07� �'V 90 NO '16'04"E IYI 11 25' B.L. w ih \ e EASEMENT ,T y / _, 4000' OUI A 4.532a`E \ J \ I East a distance of 377.06 feet; thence North 09 19' 20" West a 144847.5742 1185559.2094 /� a 4, a, �. U j• \ 5,q?, S49.30' r .94CH. +•r distance Of 180.90 feet; thence North 38° 49' 23" East a distance Q 144944,4779 1185535.0318 12 S49.12.20`E 36.27'CH. / 66-•0 A U +va ro 3 �A 14.28 Y On10, 0 20'SEWN RIGHT OF WAY \ \ I 7 \ \ +o' o = 3 bb`""C( 9.70• I'1� JJ o, 86.1819'W `r 144953.9426 1185535.4577 Yg°� 6^ ;r �/� �'v 40 O y`?ot 195 S7 •. 8 •• U1 125.98' U MPRO EM TUDIISTRACTSNO.ER \ I of 264.33 feet; thence North 390 35' 24" East a distance of ® 144952.9317 1185585.4628 h ro o• a o' r ry' m 9 17 \ I 112.70 feet; thence North 38 47' 21" East a distance of 155.54 144941.6077 1185584.9533 CENTERLINE CURVE DATA CUL-D-SAC ISLANDS 0 n y v �°j o U �� 1 .D' „ •e' 38"E S84'37'S3 00°28'35"W 3 239, PULASKI COUNTY, ARKANSAS\ \ ® �o ;� o E. w 1.24-CH. m 3.14'CH. I 29TH STREET feet; thence South 87° 12' 46" East a distance of 83.47 feet; 15' UTILITY EASEMENT a 5 +n n b w S24.34' 0 I INSTRUMENp NO. 98 007582. Q 144873.1012 1185602.202i TRACT V 0.047 ACt w m = ^ ro O1 v o7 6 31"E I NO 26' B.L. 12 0� \ thence along a curve to the left having a radius of 425.00 feet, ® 1448,91.6660 1185614.8578 DELTA RADIUS ARC TANGENT TRACT W 0.054 ACx z iy U 77 O p n N 88.32' I{, 0 3T34"W ® 144728.7956 1185687.4028 / N7 'v - _-'-�92• S7 i5• °' "?5• o h S02.16•aq- I 4.28'CH. C m� W\1 2 N W N E I5 12 an arc distance of 276.34 feet and a chord bearing and distance (20 144435.3081 1185750.5210 © 33°08 27" 150.00' 86.76' 44.63' © ( 6°3q• 9•pq• 42• � 8. 2 n N � 144435.3081 1185996.4669 ® 57°42'08" 460.00' 453.19' 247.91' 1 65 'S OB" O9 B �' •C, F 25' _ S• r B•t. / 56.Oy^ o S30'52'34"E of North It* 55' 53" West a distance of 271.60 feet; thence 144423.3348 1185996. 924 ® 37°50'04" 780.00' 515.06' 267.32' o ®120,00• W ^ /IQ E 35•?3'ON $> �� 2 >TT• 7 1v 3 2 rr0.00' W N 2.21' N ro 3 6+8. r •r �2?0,1 „ 9 r3 1 ss'cry North 30° 33' 30" West a distance of 151.06 feet to the Southerly 143997.0377 7186487.7127 I m ^•-•w 7r�/r ? E '3�'C7i.' A, 'qoz F S S E \T I O N 17 line of Tract H-1, Woodlands Ede g �d6 g (Plat G-780); thence continuing © I ® 38.03'52" 239.66' 159.02' 82.57' ;� 6 o m ago r¢r ORA7 Y A D 3 q S 11 North 30° 33' 30" West a distance of 16.40 feet; thence along a N u N NDi sq e' ro "� s' b B� I g ® 143103.3791 1186452.4e08 1 0 I° o p �$iq GE O a e o = a a• curve to the right having a radius of 175.00 feet, an arc ® 06°31'47" 150.00' 17.10' 8.56' i Io " o ry o m a• EA$F > 3 wy o 13 0 ory Q23!iF 0 \ ® 143124.4201 1185793.4983 ® 28°45'31" 175.00' 87,83' 44.86' N82• zl• 0 N 0 ?5•� \" 'yf _• 6°j � b ? ,.b;� Q SECTION 17 r N 0 00'.W cNrn y g vJ ~' �0 10 < m o \ 0 eo' $6 6>h 02ry�N q 0 m SS�O DRAINEASEMENTEASEMENT I 10 distance ° of 101.41 feet and a chord bearing and distance Of e ® 30°06'19" 500.02' 262.73' 134.47' N09°19'20"W 180.90' l N w 120. I' g n 0;v 4 ® 31 55'37" 200.00' 111.45' 57.21' Y n ® z ° 7 D n �\ 7qq, •F s0� s, y� 14 0, @@�@o O North 14 00' 34" West a distance of 99.87 feet; thence North 02 MINIMUM FINISH FLOOR ELEVATION ® 09°29'18" 150.00' 24.84' 12.45' I 7 "' U 0 8 '02'40'W 0 11 0 0 w� $B� T ?' yH O 9. 3• I 34' 35" East a distance of 9.47 feet to the Southerly end Of U o rn s3.27' N> >5.38, o, o, 2 s4 �,,Si?s•I.y h �,•,sv Sweetgrass Drive as dedicated on said Plat G-780; thence South h °p ro 04.08'13'E ?• 0 E ;ti ry qq To \ ?s +5 n, •0 9 O 397.0o m ® 06°43'54" 300.00' 35.25' 17.64' U 72' qj� \ S 1 ° 3s1.00 If o >`W 6 12 o°d Lo' m s ° y @0 5 ry 15 'y I 88 50' 30" East along said Southerly end of Sweetgrass Drive a ® 408.00 ©392.00 0 ® 21°26'16" 750.90' 280.95' 142.14' 1 -"I z N87.37'52'W ^ N 28.90°CH. 1r.3' 1 k>?•?0•¢0, y O�n�� �, 29B p•@>• bry 8 distance Of 50.02 feet; thence South 02° 34' 35" West a distance Q> m ro u N 36_5p" Fq 1 '7 S q �w O •'a , 9 ® 54°25'29" 275.00' 261.22' 141.41' 15' SEWER RIGHT OF WAY EASEMENT ) 0 120.00' o� ° g 109.56• >?°.29• /NAG / S / ' ,h13 ^' �7s' "C`- ti O �y' \ I Of 11.34 feet; thence along a curve to the left having a radius ® 414.00 ®385.00 W. U3 36.08'27" 130.00' 82.16' 42.50' SUBURBAN SEWER IMPROVEMENT DISTRICT 4 m 7'+ 0 lOf 99Q. D.E. o is >3•)24� A r FS'r N6'86' ry, O ry ? Cy\ s ,�w� _ 8 Of 125.00 feet, an arc distance of 72.25 feet and a Chord bearing ® ] .OFr �{ x O SEWER ." O• 6 ' 0- \ ® 420.00 OR 375.00 NSTRUMENTLNOKI980007585ARKANSAS / W 8 ro ��• 0 8 oN m� 7 0 vOyg2r6>„. �ro^q .aw,h �b� ?@Q31 q� ` ? 16 •� 31y?• \ I f and distance Of South 14° 07' 57" East a distance Of 70.64 feet; ro 0 .; h .'a o, ry 14 O VY S• B 385.00 S 367.00 N -+ 1"' '� i. G 1•)p v ►Y 2 °+. •' , °j y1 v O o Q SEWER 6 I.;�• no Qm' °ym ro o o s�'?y • >> Ss 97 mti d . o �• thence South 30 33' 30" East a distance of 24.89 feet to said © 394.00 OT 422.00 ° / m h M1 00 \' N F .ti o B< �1, OS 4 G ^y..bg Qy aS. 7 "s \ I Southerly tine of Tract H-1, Woodlands Edge (Plat G-780); thence 1v FLOOD PAN STATEMENT S86°50'39"W ,._ 1•,� A, 6 ,,, s ,'o' / 2. @ �d, ., �,�a /• F OD 408.00 QU 407.00 zl A PORTION OF THE PROPERTY SHOWN IS LOCATED z 120.00' I NB y��.�'` ry,1•S►O� a;S Fq'�R 4'Sys•T3, y50 ^ 15 00 ^y 22S'oSlc �,y� ab 17 continuing South 30° 33' 30" East a distance of 142.69 feet; a03.00 a00.00 WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED m I 84.17'Os'E 7 or\ yh,G� 6 W SFMq/Nei srs ^y� o \•s' 30TH STREET thence along a curve to the right having a radius of 475.00 feet, a F q 2 N W 5.1' BY THE FLOOD INSURANCE RATE MAP, PANEL N0. 0 9 o n gz.95� fy 9b :So' �q2� Nr V'F�C�h' )O/ Oy e'e• p �'ol _ _ _ an arc distance of 305.43 feet and a chord bearing and distance w 3s5.00 _ of South 12° 08' 14" East a distance of 300.20 feet; thence 395.00 050181 0081 F, PUBLISHED BY THE FEDERAL o ? 11� >r �> 3 °9aGt� " 32.55'21"E 22'Oy 5 i6p' \ '°, •'`000 > 12 - South 87° 12' 46" East a distance of 246.24 feet; thence South OX 388.00 EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001. 17000'� �• N<a \ \ 0 �2 00 -IA 5 10- SEWER ,\o c�" \ 10' UTILITY 600 20' 58" East a distance of 120.73 feet; thence South 460 30' © 417.00 ' ® 3.27' Yy°''• �` `'u�.' �'L d • _ QH 405.00 ® 376.00 N21°37'43"E 377.06' . / S80°300p139" 0 (AI-, Ow'-\ - OQ '`O'7,�1 �. � EASEMENT SO'S �° / 17 'SrD��\\ NN \ N a' EASEMENT F •151 a: 18 .7 11 10" East a distance of 532.56 feet; to a point on the East line $1 g•63 CH d; o zo 'm rn\ 5 a e .y2 �• sz3.2o'n"E ?' °' a �° '� w, \ 1 of the West 1/2 of the Northwest 1/4 of the Northeast 1/4 of said J 394.00 ® 387.00 m' w d\ 1 - 1 rnN •L' aP A 3A�jO 47.41' / / �S'• •:hg1r P 1r m ni O 6 a! 3• _ - / Q 404.00 Q 404.00 NOTES: / / �� t .1 lb' S d Y 10' DRAINAGE S • Sa 1�02•gA v • 22B ° 20' CONSERVATION 8 B,'• 9 Section 17; thence South 02 15' 28" West along the East line of NO ACCESS EASEMENT L 9 7 .4. 02:' 3.78' EASEMENT > >a. p3 A6 '�2 9 © 434.00 !� 414.00 o�No, IS07°21'36' Ut 6 UTILITY AND/OR S8o S63 30o06G \ _6 I 10 Said West 1/2 Of file Northwest 1/4 of the Northeast 1/4 a distance 1 SET 5/8" REBAR WITH CAP rn O J 29,24'C I S S �BEWER 6 %• 52 g6• a ,o ® 417.00 ® 423.00 AT ALL LOT CORNERS. /0 7' r 55' N DRAINAGE EASEMENT ly tf13.20'05"W Of 894,35 feet t0 the Southeast corner Of Said West 1/2 Of the 15' UTILITY EASEMENT X� AANImo /5 28'CH"E ro 22' "E 1"E' 'W 1® 48.79'CH. Northwest 1/4 Of the Northeast 1/4; thence North 880 10' 16" West ON 403.00 ® 383.00 I 2 ALL DISTANCES ALONG CURVES �•� UT-• - 51•AO" ° W0,'P R. /57.28'CH. o N88' TRACT X �1 Cj� F m °p3 0' . Flo o W N TRACT Y o 10asT 9taT u, O Sae°08'11"E ARE CHORD DISTANCES. G 1 O-P H, gA13Pi E\ `Oo'• 2 �b' B•L. in" ^' y 11g7g t1 g HERRICK HEIGHTS ADDITION along the South line of said West 1/2 of the Northwest 1/4 of the Flo i y A3 .y F S 4 '? 6A �ggA N 3 S 3 +�' �y 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 / 1 p( p0" �.\ 2 s G N g3 a, N Og ov v N I �l 0 •33'46"W I 03 g. v r° m �OpE w .° a o� �, 18 Oj \ 63.84'CH. o corner of said West 1/2 of the Northwest 1/4 of the Northeast 1/4; AND/OR DRAINAGE PURPOSES. r1 aib �5 ya wa; /i �„+, /?• �SyS N o o o+ urn mV o I LOTS AND STREET ARE , g1 ej ,w 1T ,OP O S ,pe'sy g O S 20 61 "• Nw o� °1� m 19 0 8 PLATTED THIS AREA- NO STREET thence North 88 11' S4" West along the South line of the SEWER RIM ELEVATIONS 4 TRACTS V, W, X, Y AND Z ARE N32°33'44"E t11 �O 10' UTILITY AND/OR z 6; ,�1 3 O`: °•i2' 9s/y Ea5 00� Wo,'�,� Pty+ �a'- 0�"`r-25 ° °D� IMPROVEMENTS HAVE BEEN Northeast 1/4 Of the Northwest 1/4 a distance of 843.31 feet f0 PROTECED GREENBELT AREAS. 74.30' (('�),, DRAINAGE EASEMENT oco 9 9 2 0 0+ Z+c� S. 'o" Via, P ro� S88°08'it`E ° , J on1 a 7-g v O•- f 1A °�$• y- �' m COMPLETED. the POINT OF BEGINNING, containing 34.900 acres, more or less, 1 3so.2s N61 58'17"E 45.81' I < m 2 S N 5 10' UTILITY AND OR DRAINAGE • ® O1 '� ' W 21 C, 63�5 0 N -i 113.79' I S88 31'29"E 17.33' nj 3I I v I / / ^' ^ N - 3 10 ..11 5� p o° m a OZ 5 m 30 90 2 444.64 EASEMENTS ALONG THE FRONT NO2'31'48"E 9.91' 10' UTILITY 3 >= N �@�. ; ., v 1�3 'fig E r �i o Q 4` > LW S88 08'11`E `1 'a 20 0 7 OF ALL LOTS. ® EASEMENT m fv I 6 p roof g5 �.Z3 Q` P 0• .60.'0i 1t1.90 --fN 0 •24'59"E o 400.53 N61°58'17"E 5,98' N 1vIU I B'q . Z a 3 22 o a+• z5 si lf✓i1.OH• ro� 10' UTILITY EASEMENT 8 Q BLOCK 21 m �I ? W �6 O �' ��al PI 110� ©;� asi• 31ST STREET 6 REAR SET BACKS OF ALL LOTS '31'29"E S88°31'34"E e° 63.16' n 4 393.53 S8 0 '.� 03' +A P O ` rn O ADJACENT TO GREENBELT AREAS NO2.31'48'E 73.01' �. 0.05 80.00' 8� � 0°1323.4y O T fu 8 5?"F N88'10'51"E a N N i\°• / (G+- - - `43.33'CH. ai N 88"U8.11'E 10 O5 397.96 IS 20'. NO3°19'4¢"E � 4,4� .0' w + /�97:@�j 7 74'0?• +7 2,77, U 67.48' .� i 01 Zj °w �l\�30 W �� N V45'OB`E io ' 118.08' EASEMENT 66.47 i?o 14 YO a E q o N - 1• 6 N 3°32'44"E f0- ro h. / N N O P d•� O 'tg ,ear�P Nt *2 N © 435.24 I 7 MINIMUM FINISH FLOOR ELEVATIONS S57°26'i6"E �U`9`•'z o tv • o N w rr 25"zg4i° I ;`�� _ © �o z O o w - > .o w. ,o a, �P/ �' / -! - w S15.28'15"W 00 91' o ARE BASED ON AVAILABLE SEWER 5 to�°2U ..,i io 0 13 ,o 0 12 rz N 0 ro 13,49' - r m o 24 ' 1°v Q •5 ♦2 O� U' o'- 21 0 _ rn P ' w o °- ,o iJ F 6 S+a �' 61.99'CH. 7O 371.34 31.17' ® I n �. N o N o � U� o e U 11 o v C rn o p C i ^' 3= N- CONNECTION. S57.26'16`E 7.01• vwivn m o N 0 1•, o ro ® ;�" 0 26 00 25 N A.g0�� g 1� - -A a°o a� m N co 1� N'=O a9 m +roU N32°33'44"E 4.27' zc00 o'" o F �� z �N :`+ 10 ra ') ?j£ '� gY• �,p 26 `0 .57' ;vo 3 588°OB'11"E UTILITY AND/OR z z- z -.15• S24°0P63 ,� ;h 7 `D'ti rt`t �j `+25. B.Lm m y .29•CN• �" 2 25N m-, 3" `aa� ivo N s.e• 116.21' DRAINAGE EASEMENT FUTURE 90.00" 62:8 B.L, 8•39' ^ 0..1--_ y?� °, o'er - ,� g80.17'2 N•- • ,a 40.55'CH ' 25' B.L. 'ti0' N> WM, R. N• 5"E > >� o ° 27 , 0 rp 6.56'20"W ROADWAY N57.26'16'W 8 D _4�b' R/W _ 24.81' •� y 6 BTB9"C 6g•T1C 1''� 2a '- W- X �' Cif r, a� 10 CH.® 1 i 2 3 5 111111111// S87.1 16`W a © P 2 15' B.L. o \► / -EXTENSION 16.88'3 N88.31'37"W 284.35. N83.4 N79' 8 � i09 5 CH•, 5 0• >O 28 ° w 1• ti 3 O U ` _ Q .09, 8'58"W 02'19" 9 2 9' N o• O. a` ,p ti •+ 9 3 F5 G' 2 57'24"W 0 g S84' � Z3" 6 2 P. m, W 0 0 , ta• 0 22 \ I A�•%•'r+r N57°26'16"W © 0.9L Ji0 05_ 43 6 5.69' W 175.80' O/ E� °� _a19• E y �l ° �Z P��Z yh N 39 3e S 76'CH. 'r `e�� °•• ••w°a•••°• �ii 111'ARKAS y 34.D2' M `SEWER 1 'y�� / may, SEWER 2 2°49'37 W. 9 \ 9 STATE OF ARKANBA 4.1T ro.: -, ro -- - U: ro N8 V L" P O• 0 gG S 1 nm of w 2b' B.L.. m ,io 2� ' / oo p 5 RACT V 60. 9 • . 1 N57.26'16"W � m iv o!a w ® !o°j 29 o,°ym a0 �1'09 �N �0 6h,�1� EWER�J / 7 S3' • pdp 967 ••� N32.33.44'E� hry o r� ^� N ( �,, z5' B ry o ro • No °- N ° zs N $m 339 0 1i 8 4i rB"e rlrsryF _ = RE( ITT RE 1•J A O •- O V �. ,0 N to-` O B.L.N Q O 127.76' / •q a V01 a 7 QO /O h n7 O?vo It? "' o. "' 30 -rff g0 ZO N6 10 h0 °°N o^; l �7 PROFE O 15 16 ro ro v ro. r 0 A TO N tJ. JJ Z m o is 8 17 '- 17 .r- 18 ro s 19 W ra VJ e0O `-"1 Ns W -cl 16 O� NO -• 15' SEWER EASEMENT �^JU 0 ti �a ry �N A 5�a L0(`j y� m 24 n� N ` • ♦ NGI t S88'it'54"E 473.68' ® /y / 6 g N v n, =a• io % •�• s * ` 1 z 33 o a; 31 e• O 23 t . - 138,98' Z'106.5T ro Z 32 z �m o� "N 1n "' i •• •e . 80.03' 60.03' 75.41' �I TRACT Z -+ a' ?w ?; rn •�j•.� .. . .49.3 +1 FOUND IRON Q SMH /, / 135.1 91.83' 49.16, Sj4.11'A6' N -o m ® w 7 •y•••••••• ♦� _ 1 PIN (AXLE( N88°11'544W 843.31, AT THE POUT OF 10' UTILITY AND/OR -� N88°10'16"W 659.32' 142.00• 129.74' i//I/1 �t1 ��� •�•►,rrrri O� 111 AT CORNER OF THE BEGINNING DRAINAGE EASEMENT ® " LAW BASIS OF BEARING: /111111111' PAGIS COORDINATES FOUND 5/8" REBAR •1p NE1/4 NW1/4 10' UTILITY AND/OR SW CORNER OF THE �" ((�I Ci 100 50 0 100 200 SECTION 17 I DRAINAGE EASEMENT FOUND 5/8" FOUND IRON PIN 2(AXLE) . . W1/2 NW7/4 NE1/4 - '�'"' �-=••*� SECTION 17 � REBAR 16.36' NORTH, 0.3'WEST OF 5/8" REBAR BY: Scale S:\2003PR0\203-222\FINAL PLAT 1'_100' WEROFT SCALE DSGN 111TSr1 �i LS�tUJ�L� OIL DOC�U� Ga1L a4� BAR IS ONE INCH O M�E�I N FINAL PLAT OF PART OF THE SOUTH 1/2 OF SECTION 8, AND LOTS 1-33 BLOCK 20, LOTS 1-19 BLOCK 21, SHEET 1 of 1 1LBURGER DR THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. DWG FIRM SDN HEREIN, AS A PRODUCT OF DESIGN SERVICES, D t" PART OF THE NORTH 1/2 OF SECTION 17, T-1-N, R-13-W AND LOTS 1-26 BLOCK 22, TRACTS V, 1/U, ?C, Y AND Z NO. CHK BMW AND ISIS ENOTOPERTY OF THE MEHLBURGER FIRM TO E USED N ANY OTHER DESIGN IF NOT ONE NCH ON A REPLAT OF PAR(' OF TRACTS H-1 AND J-1, WOODLANDS EDGE WOODLANDS EDGE DATE 3-31-05 VAl Amhit°°t•-s°9m•°r:,-suner°re _ THIS SHEEP, ADJUST WITHOUT EXPRESS WRITTEN PERMISSION. (PLAT G-78O), LITTLE ROCK, ALL IN PULASKI COUNTY, ARKANSAS LITTLE ROCK, ARKANSAS PR 201 South lzord a Little Rock, AR 72201 0 501/375-5331 APVD BMW NO. DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. -a NOOD 203-222