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HomeMy WebLinkAboutS-1313-D Map 3z ® uakry H9_ THELB MEHURGER DR SDN FIRM CHK TPT 6reLlteeG-Snglpeen-9uner°n 201 South Izord 0 little Rock, AR 72201 0 501/375-53311 APVD GTS VICINITY MAP N.T.S. CENTERLINE CURVE DATA � 7� 0 0 zj 0 A A 0 A A A °27'52" E 44 S58 52' 9, E&55°57'49"EP.O.B. a5 D 08005'04" 10 35'35' 13008'09" 24 09'55' 50°31'58" 34047'09' 32002'38" 05026'44" 02032'03" 00°28'25' S65 Q -43' E 43 90•23-- 84.44 , 46 FOUND 1/2" R 106.00' 111.24' 600.00' 6 0' 15 SSE S69 9 SERV ION !' REBAR T 106.00' 11t24' 69..08' 8.44' 128.44' 141. 141.60' 000 46.99' 43.07' 43.07' 75.84' 26. 4' 26.54' 1.34' S'3 9 © ZEASEME NT L 211.65' 221.85' 137.56 253.10 264.90 9 15.84' 1.3.OT S j'Z°5 N - - - - 9 bQ' 41 I A s1g°332' -- yN LOT o� LOT 13 oN LOT 12 o I� A n g3 4 �� Z a'A 14 '� LOT 15 0� qw -rn A rt m of :r 'a a m Ni 10'UTILITY AND/OR - - !m N 45"G3 LOT 16 w DRAINAGE EASEMENT o p • Aa, �� � � � , EASEMENT J toW 0'12"E 29 CJ�6$Q•QQ' t[ Z o o m �� 6��� 73J9' CH. 5 78.70' CH. �`j°Q „�� \��� 3`� LOT 17 m /'� __ - 20.88'CH• g62'28'44"E S5936'51"E " A =® $6160.05' , d� ,,`L N O ° 3 g3. CH• S65 T. .E a' S6'000'12 E fT1. 28 iio.0o' \ edy Q / - 30 ---� - ENT TO OEN CENTRAL Q P 50'x50 WAY p � �\0 l 2 �' �w LOT 18 ° G 11i s82 �� 6 NS�R� , - s 3 2s 121.59 \0 \N B 8„� 37 00 °_ / i/- -�------GH. gU1��1N 110.15' y \ �+�3 1840• GN 69°0 �'- N62•to'41"W 21148' ARKANSAS N aoy\°. \R� 5 �N o 55 4o"w N a9.39' CH. 2002141343 o EASEMENT T 11.43 LOT 19 m i 66 GN• "12° -� - - - - - - - \m vo\ow- 1 LOT 28 \ 2e,3 56 \ EPS D OR f / 25 q3 al'16" CH - - INST NO ER \Itp - - - 81.38_CH. -- - 1 \ ° b s `f EM _ i 35• SlA, a _ 0�„V,j 21.53 51.t8" N67°06'13"W N.5.20'23"W N62°52'43" o - a \ CJ� $�" \ i ° p,N 2 W CH. 45.33'CH. z oQ�3 •`�C. / i� ; LOT 20 m 10 Uj1Np,G%P i 60•30 N16 i3 p0" / N1y342"`N Ns6e63' CH.- ? 36.22' - 5' EASEMENT - y o LOT 35 ` \ \\ E d 01 g r32 °s \� QEtP/ t�>iv� Cj t N13° 4�, GN• - - E z o q \ \ \ 3b,0 \F9d' fig$ e33GJ1 .°o �- / / 00/ EK / �� U BUILDING IN N m of tt�OG ZQ 1 O' / o LOT 21 / / i5A 60 Ci f�, / 4 v '/ z n w °o N LOT 12 ml � v 6 o s o 0 g y (� / 25' m ie'ilE \a °rn LOT 27\\�%s(t 31 3°16 35 // '�o°r ��GN. 11. `ItOCjs 50�gAp9'ia,� 3S q / s9 Z NNo°� oo� LOT 11 0� I '�-5' EASEMENT S16° po' \ p\• T G O SZ ,`� „ O / \�59g0 2l"E `v` /B'p5"W `` CH. \ ` �° 0 0o LOT 10 m m I m 115' \m Wi \P\ \ y. �G ,<(� / o. m, s3 - 16°4 0 °' LOT 9 A FOUND 1/2„ CJ / i 1g• N 0 .1 \ e 0 Q ,3h LOT 22 R / N S NN j o \ \ \ o a m I K CJ 75.60' W REBAR °Q oQd Op A / LO /�03G 1E i 3ij'19" o / `L LOT 8 m BLOC 3a. w (iJ LOT 34 \' o \ 32 2d p d d3 $h / s• / / i2. 3y2 3 11�, 0 / \w �\ 15. w o \ \ 5 \� tioo° \�� 6 2 tJg Z 6 6 N 9 GN a. 9 E \ \ W N63'36'30" o� WOODLANDS EDGE 1 ,�•. \ `f,` / oaS. / S h ,� 1.2 15 6 .� / \'N \ 74.46' N66.40'57" (p Z \ \,�, ? \ / 'o �0 5" / 1-1N 69.4T 66 06'49" TRACT E-1 m N 34 O �• i 50 36 / 1NG \ \ a9"w " �vt ADDITION PHASE I Z m s \ \ \ E9 O / / r'" i ZL 13 Gy`' \LD LOT 17 N65°43• E s \ O� 3® LOT 23 li G k / 6 A' gU Z 1 N o> 3A \��• \ �\ LOT 26 L / / 0 91 i 63° N 3¢ i �' \ 5 S58°01'OS"E \ O e \ ,`O Wd,'. 's 2 \ 99• / 11 93 S 2 6 / 2 0 \ 85g.51"fI S64'11'32"E W - _ (PLAT G-468) \ NNe9 OPO \ \ C. \ i7r8\ \ @ ho o° \ \ �B T / h1° U a p115° S63'34'02"E 82.22' m �2 \ \ 'b \ 2 o v g \ 1 84.38' -. _ 0 9 / LOT t8 S \S ' \ \O h O \\ 'f > I. - o; m 9' 0 4 w 10• E ., �. S o 1 3� o w ro\ 56'S8 '/ p /� `� LOT 25 \ Sloe T WSi O /�' // "°i �� q 3 s �° 1•h 1 \ N 3 S 10 BLOCK 8 N o FOUND 1/2„ v S G G; �. /,G 9 . s ! 6, 'C �' \ �\ 115. z REBAR \ \ O \ LOT 33 a. \ a, ss\ !/ o�, o / \ \ \ S3 \➢o6 >>.\ 1 OW 7Z / �ti ^� / \oe \ LOT 19 O- a, 6 PG ? \ z N <i R1 \"Q�, W �F 70• .h0o° l.S / 1ryof / Y. 36. •C m p5"E CR \ m �� �; o LOT 4 \ \ \ \ \e•. F e / H. a o rn\ \ 48' B N \ \ N rn LOT 5 _. 0 0 /! ?o`' „*° r' 4 'G9 _ 'W_°tr. 'o,� S 600 1. 6•Z,h A¢ LOT 7 0 LOT 6 0 > 4 ph O \ S \ q/� /T / •u'4 .,9/ ,G�" •'G •'� S i05• \ a' - -I `�s O\ �11 h� Q70 \69 eODo\ �C,� 9� LOT 24 / ly bhb / 1- 1 0 h Lj / h o N, �o \\ \ 0 32 gz G\ ° C° \ m m `\ \ O '- a \ s\ \ 8' \4 r? \ \ `" g FOUND 1/2" %.� \as °. ` 'o g148'p5"� m� `O \o D/OR 25' BUIL NG LINE \ q o `� F 9 / Z. e� e/,g \ r °. o,p Nl n D4m LOT 16 Z \ 10' UTILITY BEM _ T _ _ 6H- - - \ \ qFF LOT 32 CF q \� o , \M G h �° �, // \ .a'W Ws 6' \ \ \ EA q\ y o ` S \ P) / 6 1/°h G o-s, �i? to m N L� GE EN S62•ai'21"E REBAR 10' EASEMENT Fq ��� \ 2a. \ T /ati �1j1h o o \ �y \ N\ \ LOT 20 � � mC1`^ m \ D A _ - 78.75, CH. ITYP.) O . \ 1 b ? o \ \ \ N6t'16'a6"W 60000'45"W \ S \ % N 3 by CH. •6 54.18 CH. 3.15' 2ss °s oo \ / // LOT 25 6 a •\ ,mr m w y S °. 1 / �, �,\ ro\ Z� `° m N is j . - _ - g. q• 69.048 2 "E S64'1t'32"E N62'32'a'("W Q9 a 60'00'45"W �\ / G�0 'p sS 1"� fL\ o?\ ` a� _\ \ W 45" \ /y\ 58. S66° 6 56 '4 �-t E wm C 77' 2.33 9 O [Z ,\ o_ l6° R m L 6• E L /� �- g 53.0TCH. o �, 7d,, \ 0 n T / •< ry /\ h -z ice± a OD' 48 25' AN ----8_ � 53 0 // h0 ^ Oj,2 °. eA 1 w y o 1 ?\ 1 S 120p0 .0 rwn° F p�VS ECG �_ 5"E 51. o \ O• 1• ,O/ 0 \ s ! - t5 CH. N61'16'46"W %G LOT 31 �, 2S, \ 34 CH• ,tr, , W ti o 0 g a' m A C` g ro \ o ME R/_ �`` S65°18'2 S63'Ot'42"E t 5p0'00'45" �1/�4'�\ ty\ W S64°42'31"E w - oo .59' _ 50 Z 6W 24.32'CH. S5L96'CHE h0 °p (r/! W d1 •ro^� '\ o,\ I i o t05.00' .3' A I A .59' W 0 S65.02'57"E 5, 15' SEWER RIGHT OF WAY EASEMENT \ O� ao \ 2=R n\o. S LOT 24" I '_ 01'as" ig'40" ss.38' --- ---- 2 y eao d w W ( 1 O ' N68' 67° - - CH. - © TRACT J-1 h o' /y \ 3S, o o w / o li '� zl 1 \ ¢ a7'GH• SUBURBAN SEWER IMPROVEMENT DISTRICT \ e o ry G \ �o v.• I o� N of rn LOT 15 \ I?`Z FOUND 1/2" NO. 239, PULASKI COUNTY, ARKANSA: y24• 0� LOT 30 �t !/y J' ZN �� F'\ e, u' ' ? o U F I OD N N 1 a n Op 2 41.g3- - - _ 0 0• o, N 3 ? N I 0° ^: M- e 10 G >� LINE REBAR INSTRUMENT NO. 2000067058 3,90 s• \ �, F O rn . M.F.F. L9I �z LOT 21 I' TB I 4 °s. \ \ w m A ns �Oo•25 BUILDIN 5' EASEMENT- 2' •h o w m 1 oN� 366.5' z I o w o N° 31 �Ch. Ao�� 6' a Y AND/ I \ a_\ h I LOT 26 \w r 'o o C0 \ 1 to a o A \ UTILIT NT c� o' yy S3 o r, rn a `rl . w w o / \ 3• 10' EASE z i r4 \\ ?`° ti `� O 5B•°4 a Gd• r �I I w CA3 n z 1P cSO / F i P DRAINAGE E z N N a 560' 12a.'So \ �°l °r8 �.' b/o° s o,�� I� ZIg\ al QQN m �//�°° \ _ / w ow LOT 10 h / 3 m /y W S55.09'46" Z 3 /ly� y [� / N v N LOT 11 w °6•• O• LOT 29 / /\ \ A 0y / / r2O`74o ^ - I 1`° w } 105.00. E t?. 0 / / z 3 o N 4 to °O' N I �IVp 1 1-w '• N LOT 13 � -o LOT 12 QN \ - O• o F-- w _� O I� °? " / , O 0('! 01 m I /7.5' EASEMENT IW o I z LOT 22 1 I' 91 m FLOOD PLAINT y W. w = M.F.F. 1n m \ SO \\ �%' / \ / °"yo \\S3\•r� p, I � i � ¢ LOT 14 0 � 7 360.0' \ S9 FLOODWAY \ •`j M I �i Z ,a 360. rn J 10' EASEMENT h \ \`,0• 'Lw 8i \ 2` " N r' \ rS E ZI ' I Ip M.F.F. ? M F F m - - --N6F1�28't2"W 80.oT Nsa'20'35"W 76 1 - / CERTIFICATE OF OWNER \ (Z s2. °s. �/ / N y\ \ 361.5' I 1 ,, :, BLOCK - We, the undersigned, owners of the real estate shown FLOOD PLAIN STATEMENT \ )' 015 LOT 28 o a LOT 27 ro n Z \ \ ry J .� 361,0' - 32 N69' •_ __„ _ - _ and described herein, o hereby certify that at have \ S! !y /\\ o > s ��\ y COS I - - - \y w 98• ,r - �0 --,TRACT J-1- laid off, platted and subdivided, and do hereby lay off, A PORTION OF THE PROPERTY SHOWN IS LOCATED \9� o ,� v� N� \ \' Z y,,,I IS6a•26'o3� - \ N53•- -- o, 36� _ - plat and subdivide said r ivi estate in accordance with `V 2 \ \ m yy ,�O ��Ci`� \ \ m �°po,o - -F i26.0`1f - N - - - 51 4 9 75� w N FOUND 1/2" 1 WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED \ co 22 \ _ �i FLOODWAY AR this plat. BY THE FLOOD INSURANCE RATE MAP, PANEL NO. \ \ 21 �00, `---- / EP \ I\� TBM-2 j TRACT J-1 65/ /. - , 1 Q TRACT H-1 1a REBAR /y/ pb C(, 'w!/ 1� /YLtr 050181 0081 F, PUBLISHED BY THE FEDERAL EMERGENCY 003 " \ 1r `�\a d1� O O s MANAGEMENT AGENCY DATED OCTOBER 19, 2001. OQ Q �\ 70.00' 1 o3g A" \ 1\� >\'� �° LOT 23 o © O '1g21"� N3 ;S0 W Date of Execution Name C• Address P 0 BOX 3157 °rty 3 d d \ �� N51.15'47'W N % \ 1 \� Z\', \� / D d 7 " 84,46' d 3 62' LITTLE ROCK. ARKANSAS S9 Nr�rp°N �y gc� \\ 19 \� / \ \ _ \rj 7 �\ \<^ M.F.F. �g°21 1`3 O eyd�J$ N53°56'21"�/ ��0�6 •,� 5442 e d 1 `FLOOD PLAIN \ yo\ 363.Oo' , �6 g' ® �dgd $3 C= Instrument No. 2003 033275 `\Q 31 n O a• 5A 11 `,unnuurry ` �` \ 18 17 c` is d6p A21�L� 1 `N \ „y1 N 0S \ \ Zo a s�� ws� �� 2 1•�� OQ 340 .68, \ TRACT J-1 a ON 0 °j r'J CERTIFICATE OF SURVEYING ACCURACY ' Ip" T �� l A°'3 fj6 e �jof, Sr s da a� rn 0, Z ° �11 b l GREGORY T. SULLIVAN hereby certify that ' ftr\� s 7t Q _ �Q 3$ 6g p,�1 \\ 6"� 16 \ ar. 'o, and aE / ,��h '` PAG15 BOUNDARY COORDINATES this plat correctly represents a boundary survey made q• - or verified by me, all monuments required actually exist - yrr �~\ \ \ \ \ \ FLOODWAY m h Sg1•,22 / 43� and are correctly shown hereon and that all surveying =:� / \ \ ), \ requirements of the Little Rock Subdivision Rules and \ / 0� NO. NORTHING FASTING NO. NORTHING FASTING Regulations have been complied h. ' \ \ 2j �� 9 \ cue 1 144689.48 1186121.64 24 145448.61 1185154.03 \ \ s7 --`` 2 144814.48 1186037.61 25 145560.61 1186061.00 2 /S \\ \\ �O" / / Q ,`V, 3 144822.74 1186988.15 26 145882.19 1185180.64 1.72 Date of Execution Gregory . Sullivan PROPERTY DESCRIPTION \\ \ 9 \ �� yp � 4 144873.60 1185877.97 27 145835.16 1186292.91 Registered Professional \ %�/ r� 5 144873.60 1185877.97 28 145835.16 1185292.91 Land Surveyor a -� 6 144905.69 1185841.17 29 145770.07 1185439.11 No. 1096 Part of the West 1/2 of the Southeast 1/4 and part of the East 1/2 of the Southwest 1/4 of Section 8, T-1-N, 10 coG 19.72 Arkansas R-13-W, Pulaski County, Arkansas, more particularly described as follows: 15 � , O 7 144914.0 1185757.71 30 145641.93 1185427.0 TRACT 8 144914.04 1185757.71 31 145641.93 1185427.04 H-1 e 15 1 9 144858.11 1186667.29 32 145572.87 1185456.76 CERTIFICATE OF ENGINEERING ACCURACY BEGINNING at the Northwest corner of Lot he Block 6, Woodlands Edge Phase I Addition (Plat f;_ g 4681; thence South 310 52' 53" West along the West line of said Woodlands Edge Phase I Addition a iJ � Sd 11 10 144849.41 1185585.85 33 145516.10 1185482.16 l CURTIS W. SCHAFFHAUSER, hereby certify that this \� `3 11 144829.11 1185562.34 34 145520.14 1185521.07 distance of 690.71 feet to the Southwest corner of said Woodlands Edge Phase I Addition; thence along � 3 , plat correctly represents a pion made by me, and that the meander lines of Brodie Creek the following twenty-one (21) courses and distances: 1) North 33° 54' ��� Qrp°�3Q1 14 1p1u� 12 144818.90 1185435.05 35 145528.93 1185605.85 the engineering requirements of the Little wIt Subdivision 13 144855.96 1185393.00 36 145532.79 1185696.34 42" West 150.62 feet; 2) North 80° 31' 20" West 50.14 feet; 3) North 88° 26' 17" West 41.92 foet; 4) 6 Rules and Regulations have be li with. r�� � 1. 1 d North 53' 56' 21" West 84.46 feet; 51 North 480 54' 58" West 48.83 feet; 6) North 69° 27' 41" West "� "� �Z d 14 144957.94 1185390.0 37 145510.91 1185861.26 1 _780.12 ,5_ p6 OZ °�' 15 145096.73 1185358.68 38 145492.6 1185939.15 47.65 feet; 71 South 77° 50' 37" West 39.73 feet; 81 South 58° 15' 43" West 106.32 feet; 91 South 83° cj 5 Date of Execution Curtis W Schaffhauser ° d g 16 145096.73 1185358.68 39 145492.66 1185939.15 54' 11" West 81.90 feet; 10) South 49° 11' 54" West 31.07 feet; 11) South 85° 24' 47" West 127.70 feet; GJ d 5 Registered Professional ° Q g' 13 17 145183.44 1185298,26 40 145474.34 1186017.33 12) North 48 36' 42" West 56.05 feet; 131 North 05° 45' 02" East 39.49 feet; 141 North O6° 16' 33" N 3 „ Engineer No. 12037 West 63 07 feet 15) North 12° 44' 29" West 14230 feet; 16) North 340 51' 56" West 105.68 feet; 17) d`L 12 18 145183.58 1185254.51 41 145459.39 1186099.30 Arkansas royal W 92 21 th t North 89° 49' 00" West 43.75 feet; 18) North 01° 37' 51" West 38.56 feet; 19) North 46° 10' 22" West p36 cj 19 145222.12 1185253.41 42 145434.21 1186181.28 1186266.43 22.12 feet; 20) North 10° 49' 33" West 37.73 feet; 21) North 360 24' 27" West 40.75 feet; thence South d$ 6Q 20 145237.44 1186237.45 43 146401.77 CERTIFICATE OF FINAL APPROVAL 820 25' 00" West 3.40 feet to a point on the Northerly line of a 15 foot Sanitary Sewer Easement recorded � 5 21 145274.50 1185230.37 44 145364.30 1186348.52 Pursuant to the Little Rock Subdivision Rules and as Instrument No. 2000067058; thence along said Northerly line the following two (2) courses and NOTES: 22 145307.30 1185206.18 45 145323.25 1186416.47 d't' f havin 4A f N 39° An' 54" W 14560 f t• Regulations, and all of the con I Ions o Opp 9 distances: 11 North 18 59 20 est eel; or, es ee , ence been completed, this document is hereby accepted. 200 24' 30" East 343.12 feet; thence South 66° 00' 12" East 121.69 feet; thence along a curve to the right This certificate is hereby executed under the authority having a radius of 325.00 feet, an are length of 2.69 feet and a chord bearing and distance of North 260 g of said rules and regulations. 13' 24" East 2.69 feet; thence South 66° 00' 12" East 160.05 feet; thence South 15° 45' 46" West 71.38 __ feet; thence South 07° 01' 34" East 59.89 feet; thence South 230 16' 20" East 75.18 feet; thence South 240 06' 49" East 62.20 feet; thence North 84. 04' 35" East 124.36 feet; thence North 87° 30' 32" East Data of Execution L.R. Pkinning 90.57 feet; thence South 820 13' 18" East 84.56 feet; thence South 820 40' 12" East 81.80 feet; thence Commission South 76° 48' 45" East 80,00 feet; thence South 76° 48' 47" East 80.30 feet; thence South 79° 39' 40" East 83.32 feet; thence South 720 55' 39" East 85.76 feet; thence South 690 08' 43" East 91.12 feet; thence South 65° 27' 52" East 90.23 feet; thence South 58° 52' 09" East 79.39 feet; thence South 55° 57' CERTIFICATE OF RECORDING � 0/26 49" East 84.44 feet to the POINT OF BEGINNING, containing 807,936 square feet or 18.548 acres, more or less. This document, number Z F' d for re ord ,'20 ..in.--Platl Bppk Page I� .. (Signed) / Clerk /z c��Z /nZ'Z ��_ S:\2002PRO\202-245\FINAL PLAT CORRECTED 1 2-06 CORRECTED B Af21NGS & PROPERTY DESCRIPTION NO. I DATE REVISION 1 SET 5/8" REBAR WITH CAP AT ALL LOT CORNERS. 2 ALL DISTANCES ALONG CURVES ARE CHORD DISTANCES. 3 ALL EASEMENTS ARE FOR UTILITY AND/OR DRAINAGE PURPOSES. 4 TRACTS E-1, G-1, H-1 AND J-1 ARE PROTECTED GREENBELT AREAS. 5 M.F.F. 363.0 = MINIMUM FINISHED FLOOR ELEVATION. SET ON LOTS 12,13, 14, 22, 23 & 24 BLOCK 7. 6 TBM-1 = EL. 380.31 TOP RIM CURB INLET ON WEST SIDE OF KNUCKLE ON MEADOWS EDGE LANE. TBM-2 = EL. 369.06 TOP RIM CURB INLET ON EAST SIDE OF SWEETGRASS DRIVE. ngu@[� @IF DOO @UW9MV@ WEROFT 8CALE IS THE PLANS AND SPECIFICATIONS INCORPORATED BARN ONE INCH ON ORIGINAL DRAWING. HEREIN, AS A PRODUCT OF DESIGN SERVICES, IS THE PROPERTY OF THE MEHLBURGER FIRM SDN GTS AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. I �v� No. 129937 J��i CORRECTED FINAL PLAT OF PART OF THE SW1/4 SE1/4; SE1/4 SW1/4 AND NE1/4 SW1/4 ALL IN SECTION 8, T-1-N, R-13-W PULASKI COUNTY, ARKANSAS St. .� `� ATE ;..... .�•� ��� . ? `'z ' �� �"'�' 4 - 1` STATE ASKAN 'pY T "�,G; •...�..�..�•i �'gam= _)})(� 01` 60 30 0 60 120 Scale:l"=60' �vXoC7/ Z C1Z 1464,7- CORRECTED FINAL PLAT OF: SHEET 1 of 1 LOTS 12-28, BLOCK 6; LOTS 10-35, BLOCK 7; NOG LOTS 4-12, BLOCK 8; TRACTS E-1, G-1, H-1 AND J-1 DATE 2-07-06 WOODLANDS EDGE NO J 202-245