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HomeMy WebLinkAboutS-1313-D Map 2VICINITY MAP �\ . CENTERLINE CURVE DATA / o�oT Zp 0 0 0 0 Q� //� v1�O/° ° s ° E a °40'53"E 44 S59°9.39»Ea5 56°10'S0»E P.O.B. D 08'05'04" 10 35'35" 13 08'09" 24 09'55" 50 31'S8" 34.4T09" 32 02'38%05 26'44" 02 32'03" 00 28'25" n $65 �J R 1500.00' 1199.92' 600.00' 600.00' 300.00' 150.00' 150.00 1594.74' 1200.00/325.00• S69°2j@44 © 90.23 84.44' 46 FOUND 1/2" �• T 106.00' 111.24' 69-08' 128.44' 141,60' 46.99' 43-07' 75.84' 26.54' 1.34' 140"EQ 9,•12 REBAR - L 211.66' 221.86' 137.66' 263.10' 264.90' 91.07' / 83.89' 151.57'_,--53.07' 63.07' 42`13°0a /I - -- - DS -FRAIL j� / / 1"E a1 85��' _N------ DURE 332 oa LOT 13 0° v 0 A LOT 11 0{qb 8 2 0� LOT 1a o0 00� LOT 12 I� lJ �m LOT 15 0� m m a v+ -�� BID. 0 z v A in 10'UTtLITY ANO EME - - - I y _ - \ P\\l OHO 5 / ° \, QFj" `�% s 0 LOT 16 o N _DRAINAGE r-A-SEMENT I rno N S66°13'13"E _ O0 , / S11 0 00' 2 -0 m - - - 5' EASEMENT J L - - - - ® 160.05' �r \ SIG �� / 3" rGt3� a0' r N LOT 17 0 ° -" 6°55 H T3.79' cHlVT CH. °13'13"� iT1t�p 28 • d F _ 5 E S5 52 E $6 21.59� - 0.05 j N o w '`_ S65 5 35"E g _ 26 a\No \Ne') '� cj�2$ aol ') LOT 18 0`" 4 g + 4 --N- =g - - - CENTRAL }a r 83.3U'; H. 20. g2.6�', CH. 62'afa ' 9 a / 'om m G tti _ / ^W _ _ _ sss•',3'i3'E SIN °w� \ ?',134' �- _ 6.1g"� 37 U��,pi' is.ao' GH - cH 69.2 • _i �_ 0 50'x50' RIGHT OF WAY 11.43 11p.15 -o t"`PIQ -�`�"----62'23'42 W 21ta a t �� o : N LOT 19 �' 25• �'� � GH• N73"p8• �--'-- I o ASEMENT TO CENT ' Z m i Ss. 2 _ ARKANSAS WATER 1 I n Iw o\a`r- \� LOT 28 P(G sa`L Fj6 o • p A 5. 43' 00 CH W N65-33'24"W N63e05'44"W N59 6'01"W i a p 1s" _�� __ify$T NO. 2002141343 3 '35 3 $ o o > \L\jY A P M 2 TBe W 45.33'CH. 81.38_CH. - --81.39' - 35• /_ , � 2L53 N67.19'13" _ N / LOT 35 1 \0l0 1 1} \ °°�C. ® \' LOT 20 m10'UT G�30'' 2 - `Ir _ _ 1 j - - - - -- - Po 11E "7 y0169�\V` N7 3.0 t N73°33,a3C"N 76_s. 5' EASEMENT -•-I \ \ \Dl \ 66 a OD / tP� y9 "� 1°1'0 51 / oo \o - K /G�� s6laT_ - w G �iNE z o m \ N 1c�>\ S �'°• Q 9,21 N0 90 yo LOT 21 \ m / 6000' Ga�� /Q P�! o 2b�gU1LDtN 0 AI frt, 118E O Y fRl 02 �o ar✓\ /' 54 (�'Y RJ�At /(,� \ y LOT 12 00l I� LOT 13 1g•3 0 \ \aw\a' LOT 27 31 23 © / 'o w S 0' Os 1V , u' / s, z s ; 01° LOT 11 q m ri I n ' 115.0 \ CJ �$ ` •O °? \ice 6GN• Mo 5� N' 194. s A m 0 s a6' d 0 LOT 10 ) j�'--5' EASEMENT \\ o\,v I l ,y0 ,3d, LOT 22 m i g19 �/ Nii• g000 \ o w LOT 9 m m I i v FOUND 1/2" _ _ -- t LOT 34 \ \� � $ d i2 �r�d�Q e5 3 57/ : o o ti /�\ i 9'2 t m\ ow, m t $� REBAR o " 75.60, /\ c 4 9` \ \ "` WOODLANDS EDGE \ 5 •. 0 3 d• e. / � 1 a9?. L1 i N• N'=1• GN• r - �' v` U LOT 8 � L O C L; I � j' � 5 9 p 0 / LtN / w \ m \ N66 53'S8"W � ^°' {' I 2. � ��i / I � 8 / i 25 15. 6 •� N63°49'31"W d>\ Q t \\ 69.4T 7a.a6' TRACT E-1 m �p o 2 fo � o i 5 1• / � •? N ° \ \ 84 o0s, 54�84 'SIN. i ptNG Nss°1s'So"W W rc s W l <y ! t 5 4 \q�• \ \ �\ LOT 26 °0 3 �ti LOT 23 / / 4�%3 N a 14 z LOT 17 Q �,� .01• \wd•�°• 2S ^Q �� j ® ,D9• /1 O°' 6 895 25• eV �\ g251• 1165'58'S0"W m i ADDITION PHASE I 0 S' \ 9 O O >. 2 Y / W S58°14'09"E \ \ y Ne9 0 c ` y \ \ J / 1' o a 52 (PLAT G-468) R� 12 \C,S, \ \ S ei• �G/ rhb o f 6 y r 0 U y r v, 2 12 S6 84.383.E \ \' �'i• C' ( ro a'` O '4 ? rS C1 / % / LOT 18 '0 w a N15' S63°4.083"E 82.22' 5g'E 8 p \ \\ LOT 33 \ \. Sre. \ Osv, e\ \C(/ LOT 25 ;oz G1se /G�oe' '// N '' /�q ����� m°oa`'�' J.� \� N\m m,\ $71159° L�L�CK 8 N FOUND 1/2., \\ \ fit \sw4 4w R r.\ Ytr r b° o33os r �1,�5° / as o, \ LOT 19 w� w ae6 POD \ p ' \ z z P REBAR r �. \9• � O• �. �c / Q j E P N m m LOT 4 rn / CH. a o m\ � F 1'4s' '( \ tm N � A ,o ,_ 4 'Gt% a 9+ s11' p.o0' 814E \ 'N in LOT 5 0 o v �,Q/ G ry.rc' 1�\ \ie \ 2 2T S81 s n �\ \ \ m o ch m -Di r T'w, u\ 6 p8' 22 8 \ \ o A LOT 6 +, p LOT 3 LOT 24 h4h . 'L5�/ . %0 / N d'0 3 LOT T o 3 p o in' 'Oi / fobs 1� / 1/p3 / \ d 00 � �6 \ gI,08' N \ 4 % �\ ` to ri+ m \ q O /// /.b e / \\s s �0 \ N q8 rn o AND \ \ 9 Y \ 80 \ `rF 9 �'� �° A / o w0- 11°p4 mo \� \ /OR 25' BUIL NG LINE - 0 FOUND 1/2" \ \ Z LOT 32 GF q� \•oo• \ �LiF G� LOT 16 Z\ \ \ TILIT \ �,L 0 F O�� \ S? Yp /� Oh ��/,� G \ o-,� tyS w •mCw n \ 10' U GEA=EME T 86H?="E - REBAR 10' EASEMENT �7g i\ \� /^o y° 4 LOT 20 -I•°D r \ t pRAINA _- \ so•. / ' LOT 25 6 0 ;\ v m�" w \ _ _ ` Nsi° 9's7"w 1a_d6`W - \ \ fi 9 b O F,y er, cc O• 1 / 1 ,a\ N rNi n w e _ Cw. 78.78' Cw. 80' --- (TYP.) \ \ s°O •vyll bh s`I' T \ \ > ern_ ? �� ,,p a• 6 �\ ' >\ - is 'i-iG E t0 will "- S S Q _ - 4' 69.09' S64°24'33•E •5 �54.18'C�w. m 3.i5 1,G 6 6 w t \ 0 1 ` ? ; h - 9' S 2.33' \ \ O " O _ // 9 � •Y'O � Afi 25, \' S8.77• gel Q+N� ® N62'4 � N60'13'46'W 2. S \\ \\ 34.6 Cw.°tv / h^ b/ Ol, p�' 03 •18 w 1 n\ J S77• °' RN N t \ / ' LOT 31 0 ? , w^/ NS ss' m� �1 -!- ° F VNS EDGE : - o fin, 12°' n A - \ �• a M R/W_�-�� S65 vos E 151.51 GH'S63.14'43"E N61.29'47"W - Nro-13'46"W 15' SEWER RIGHT OF WAY EASEMENT \ `� ©/' t W gsb•55'32"E �, J 9 E/�D 50, �. l`/ ep O ( 3 N b O d'. Zq=\ �\ N 100.00 .3 O„ _ 0• a 24.32'CH. S61'29'47"E 1,50' 2 TRACT J-1 O� ao \ 0�\0. LOT 24 I M m �_ ro a A o ff 128.E S65 15'58"E 5+.9s'Gw. SUBURBAN SEWER IMPROVEMENT DISTRICT �'ry° /1/ \'3s• o roh °� w o �� W 0 I ) o ° N68°1449 Ss7°32'41 CH. - 'S -- - NO. 239, PULASKI COUNTY, ARKANSAS \ �a. ! = C(/ \ 9 �' v" r\ Z I 1 "' of Co z LOT 15 \ )?`L - 86.35' \ �/ ° rg, 1 LOT 30 0 �Ir�. �� 2 1 U t"\ N d� -t S = a_, F.. I m N N o 4E 24.77' 47.93� 38. FOUND i/2,. INSTRUMENT NO. 2000067058 \ 3' i ° m M-1 q m 30 _ I \9 $ s0, j sm \ i m f M.F.F. w TB \00 4.2 G >Sr, LINE REBAR S o 0 0. ¢ O (7 rrz LOT 21 I N� __ I ^ `�' I o > 366.5' 2 I p to o 10 0 �S3 �C e 61C SZ R 25' BUILDIN I \ \ h ryQ• a \ 33 b LOT 26 \w .�o of o \ a w o \r \h a a• AND T i I \ 1 2 6 8• o y o _ I I Iw m *�/ UTILITY / N 5' EASEMENT- \ 4g S ® p,�P SO rr>•Or„ C� �4 ui �� w (/� �. n W Iw g •t fe,'� ,` �c i' •A 10' GE EASE rza \ \ `9 ?9e •O l \ jc \s c F ai° a S o3 `� n IN ��Q �* I cr¢ m \ /O° \ / DRAiNA N N m \ 19. 0' LOT 29 /\ a / `70• rTl 146 u� frR� S55°22'47"E �, / iy s / , q>, / w - 1 ,/+ \ �_ N �w o a, LOT 10 � •I LOT 9 \\ / \\ �$/ / '?0 4? m� O > I m 7 F-h �� +05.00' I �`'•p° i� ou LOT 13 a o LOT 12 oN LOT +1 0 m tiy9 ° ty f gj oo F ° h o- a ) 0 o I r- a N m \rl- FLOODWAY •ey°�bb / b ry \ `�7 0•1 ''I �I �-¢ y �' oN M.F.F. �q M.F.F. ri1 mm i ll 7.5' EASEMENT a LLI o Z LOT 22 I I \ a�j� yr o \ \' ? ,� 1 0 - LOT 14 0 ° m FLOOD PLAINT I CERTIFICATE OF OWNER rb' z r> z LLI o ¢ I y � 360.7' ,n 360.0' b' \ L, a•O io 1 to "I 6 ac M.F,F, r2• m - - 10' EASEMENT We, the undersigned, owners of the real estate shown \-v M.F.F, _ _ - - 'Fj i•4i't 80.07' N5a•3 9 FLOOD PLAIN SI ATEMENT \ i o LOT 28 o LOT 27 :0 e/ ' \ 0 I I �' _ _ _ _ - 3'36'W 76.12 and described herein, do hereb certify that we have ti! �, m b h �y \ \ N 361.5' v� m 361.0' BLOCK-� q' 7 _ '�� (paid off, platted and subdivide ,and do hereby lay off, A PORTION OF THE PROPERTY SHOWN IS LOCATED \ \cQ 2 o °:vo vC11��t \ \ y y m I ISg4.39'06f-�J - v. Nsa•- - a l 7"N B. A $0 "1 TRACT J-1- lot and subdivide said real as ate in accordance with , ac ❑ rt1 \�' 2 \ m ^ ,: T this plat. WITHIN THE 100-YEAR FLOOD PLAIN , S DESIGNATED ® � = > / � G� \ \� b [? T �.n'1_ _ - - - - - - - `=0a'4 89.75' %s N7� / FOUNf� i/2" \ l of FLOODWAY - BY THE FLOOD INSURANCE FATE MAP, PANEL NO. O E t W 3 O o REBAR $O D MewsbG>✓ \ \ Q 0'l v, . 1•gM-2 N TRACT J-1 FJ O TRACT H-1 050181 0081 F. PUBLISHED BY THE FEDERAL EMERGENCY n,`: / v > rOi a 254 Date of Execution Name C. MANAGEMENT AGENCY DATED OCTOBER 19, 2001. ,`Fj9 d3 \��\ 5�36"� 1 IA >\`n� `'is LOT 23 a dy O 32 e31.�FJ ® 19 51•as'as"ty 1� 1m� z\�� �c9 y • A2 O © ,•yJ 84.46' d\9? $4 N34°S® Address P.O. BOX 3157 °'� 3 2 2 N+ie 1 ° 10' \ • 0 O LITTLE ROCK, ARKANSAS 5 d0• O M.F.F. O •g N54• e3 a'6 104510°O'k ,'� \ ��� �� FLOOD PLAIN 1 �0 77 \ � 640 d 1`3 �'( 9 09 22 W � 9 4 0 Instrument No. 2003 033275 11 '� . \ \ • e i 0. \ t8 1 0\ y 363.0' : �'1139• a �d9d883 N0 I><2,� ds ,* 17 \� 6 CIIi17FICSTS OF SURVEYING ACCURACY �d6°22,20\ �9� N3Se�`568. \ a p•�@Owe,\ /to 59y1Qg°3,3 N rlrry` �1 O°y +1d � TRACT J-1 0 I, MICHAEL WATSON hereby certify that �\O'1° 3gjy89-61 ltS\ 04 Sy» O � 00, V. �� �� a c�11 j O(O � `�l � I � J this plat correctly represents a boundary survey made 1,\ w or verified by me, all monuments required actually exist S \ \ +6 60 0252g� / '�� aAGIS BOUNDARY COORDINATES n �}/ and are correctly shown hereon and that all surveying \ \ \ FLOODWAY requirements of the Lithe Rock Subdivision Rules and \ \ \ 58 4j . v lJ �O Regulations have been complied with. \\ \\ 2�eIr O� NO. NORTHIN(a FASTING NO. NORTHING FASTING o � 1a 000 1 144690.42 1186121.03 24 145446.89 1185150.54 (}`� Ip l� 46° \ sue: p• 2 144815.10 1186036.52 25 145557.53 1185057.09 (� Date of Execution B. Michael atson \ \ \ / Q �� 3 144823.17 1185987.03 26 145879.57 1185175.52 Professional PROPERTY DESCRIPTION Registered \ \ 04 N9 ,+10 9 \ \ �+1 4 144824,16 1185945.13 27 145830,54 1185286.79 Land Surveyor \ \ e �' 5 144873.62 1185876.66 28 145832,96 1185287.96 No. 957 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, 03 6 144905,57 1185839.74 29 145768.42 1185434.42 CAROLYN aTALEY, Circuit County Cleo Arkansas R-13-W, Pulaski County, Arkansas, more particularly described as follows: +� `/ , 10 S 7 144922.11 1185795.05 30 145699.66 1185415.29 G1G� 15 ,tj3 O'f; 8 144913.60 1185756.24 31 145640.24 1185422.84 CERTIFICATE OF ENGINEERING ACCURACY BEGINNING at the Northwest corner of Lot 11, Block 6, Woodlands Edge Phase I Addition (Plat G- 1 & TRACT H-1 eGJ3 A. r 3 9 144857.33 1185666.04 32 145571.29 1185452.80 I, WES LOWDER hereby certify that this 468); thence South 31° 39' 52" West along the West line of said Woodlands Edge Phase I Addition a \� G a,$ 5d$ it 10 144848.32 1185684.63 33 145514.62 1185478.43 plat correctly represents a plan mode by me; and that distance of 690.71 feet to the Southwest corner of said Woodlands Edge Phase I Addition; thence along OQ .5 11 144827.93 1185561.19 34 145518.80 1185517.33 < the engineering requirements of the Little Rock Subdivision the meander lines of Brodie Creek the followingtwenty-one (21) courses and distances: 1) North 340 07, ITS Rules and Regulations have been compiled rith. ° " y e �� 6 !'As 14 y� 12 144854. 4 1185391.75 35 145527.92 1185692.55 41" West 150.63 feet; 2) North 80 44' 21 West 50.14 feat; 31 North 88 39' 18" West 41.92 feet; 4) Cy0 63• O 1 6 13 144854.14 1185391.75 36 145532.12 1185692.55 �=""°"'°''""°-• North 54° 09' 22" West 84.46 feet; 5) North 49° 07' 59" West 48.83 feet; 61 North 690 40' 42" West + 1'•d Ci •p -© �,- ° ° ,` +1�.,1+1 14 144893.4E 1185395.56 37 145520.99 1185776.38 Date of Execution Wes Lowder 47.65 feet; 7) South 77° 3T 3t>" West 39.73 feet; 8) South 58 02' 42" West 106.32 feet; 91 South 83 15% 1 y 15 144956.11 1185388.42 38 145510.86 1185857.55 °$� �';'' >•�% Registered Professional 41' 10" West 81.90 feet; 10) South 48° 58' 53" West 31.07 feet; 11) South 850 11' 46" West 127.70 feet; 5° d9 5$ 16 145094.7F 11$5356.51 39 145492.91 1185935.50;` �/ J Engineer No. 4943 121 North 48° 49' 43" West 56.05 feet; 13) North 05' 32' 01" East 39.49 feet; 14) North 060 29' 34" NO 3°J +3 a� 17 145181.26 1185295.77 40 145474.89 1+86013 76 `, >` e Arkansas West 63.07 feet; 15) North 12 57' 30" West 14230 feet; 16) North 35 04' 57" West 105.68 feet; 17) ,d3 18 145181.24 1185252.02 41 145460.24 118609578;t '0P7�F ")= South 890 57' 59" West 43.75 feet; 18) North 01 50' 52" West 38.56 feet; 19) North 46 23' 23" West a p9 5 +9 145219.78 1185250.78 42 145435.38 1186177 85 CERTIFICATE OF FINAL APPROVAL 22.12 feet; 20) North ++ 02' 3�i" West 37.73 feet; 21) North 36 37' 28" West 40.75 feet; thence South $ O 20 145235.0� 1185234.76 43 145403.26 1186263.13 ° d 6 Pursuant to the Little Rock Subdivision Rules and 82 11' 59" West 3.43 feet to a point on the Northerly line of a 15 feet Sanitary Sewer Easement recorded l`l 5 21 145272.07 1185227.54 44 145366.10 1186345.35 Regulations, and ail of the conditions of approval having as Instrument No. 2000067058 thence along said Northerly line the following two (2) courses and NOTES: 22 145304.7p 1185203.23 45 145325.32 1186AV%4.6 been completed, this document is hereby accepted. distances: 1) North 19° 11' 37" Nest 149.92 feet; 2) North 39° 55' 55" West 145.69 feet; thence North 23 145304.3` 1185199,83 46 145278.32 1186483.62 This certificate is hereby executed under the authority 200 11' 29" East 343.12 feet; thence South 660 13' 13' East 121.59 feet; thence along a curve to the right 1 SET 5/8" REBAR WITH CAP of said rules and regulations. having a radius of 325.00 feet, an arc length of 2.69 feet and a chord bearing and distance of North 25° AT ALL LOT CORNERS. 46' 47" East 2.69 feet; thence South 66° 13' 13" East 160.05 feet; thence South 150 32' 45" West 71.38 2 ALL DISTANCES ALONG CURVES I I t33 r feet; thence South 07° 14' 35" East 59.89 feet; thence South 23° 29' 21" East 75.18 feet; thence South ARE CHORD DISTANCES. Date of Execution L.R. Plo ing 24° 19' 50" East 62.20 feet; thence North 839 51' 34" East 124.36 feet; thence North 870 20' 31" East ����� 11e►trlltrltrr Comm1 ion 90.57 feet; thence South 82° 26' 19" East 84.56 feet; thence South 82° 53' 13" East 81.80 feet; thence 3 ALL EASEMENTS ARE FOR UTILITY +4lrS1ATE p�F`'► �`11 i South 77° 01' 46" East 80.00 feet; thence South 77° 01' 48" East 80.30 feet; thence South 790 52' 41" AND/OR DRAINAGE PURPOSES. 1� 1�� .` ,`,y ��i FINAL A$ifrA1Y8A8 East 8332 feet; thence South 73° 08' 40" East 85.76 feet; thence South 69° 21' 44" East 91.12 feet; 4 TRACTS E-1, G-1 H-1 AND J-1 ARE PROTECTED pee ''1I�J f :� ' 'v CERIIIITCATE OF RECORDIIQG thence South 65° 40' 53" East 90.23 feet; thence South 59° 05' 10" East 79.39 feet; thence South 56° 10' GREENBELT AREAS. e This document, number flied for record 50" East 84.44 feet to the POINT OF BEGINNING, containing 807,936 square feet or 18.548 acres, more or less. , PB®4PI9TER ` _ • , I ��� 90 , in Plat Book , Page _ - 5 363.0 =MINIMUM FINISHED ♦ � FLOOR ELEVATION. SET ON LOTS 12,13, MINr� + E� BY: (Signed) 14, 22, 23 & 24 BLOCK 7, DATE: 0 ' 8 6 TBM-1 = EL. 380.31 TOP RIM CURB INLET ON WESTdoe} ,�~''•«+�•�`�*•��°,�, O' Clerk SIDE OF KNUCKLE ON MEADOWS EDGE LANE. CIS LQrr POO �,rirrNeireelt`�"��``` TBM-2 = EL. 369.06 TOP RIM CURB INLET ON EAST 60 30 0 60 120 SIDE OF SWEETGRASS DRIVE. - ®®a Scale:l"=60' S:\2002PRO\202-245\FINAL PLAT ® DSGN G�3C M3G OG� D06MWI�[�1 3 vl�tISFY ffiNA6L BAR IS ONE INCH ON FINAL PLAT OF PART OF THE LOTS 12-28, BLOCK 6; LOTS 10-364ft, BLOCK 7; SHEET 1 of 1 HMLBURGER DR SDN THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, °olGl"AL"DRAWING. SW1 /4 SE1 /4; SE1 /4 SW1 /4 AND NE1 /4 SW1 /4 LOTS 4-12, BLOCK 8; NOG CHK BMW IS IS THE PROPERTY OF THE MEHLBURGER FIRM IS NOT TO BE USED IN ANY OTHER DESIGN +" IF NOT ONE INCH ON ALL IN SECTION 8, T-1-N, R-13-W TRACTS E-1, G-1, H-1 AN J-1 DATE 9-12-03 APVD BMW NO. DATE REVISION BY APVD WITHOUT EXPRESS WRITTEN PERMISSION. THE MEHLBURGER FlRM THIS SHEET, ADJUST SCALES ACCORDINGLY. PULASKI COUNTY, ARKANSAS WOODLANDS EDGE PROJ 202-245 201 South lzord o Little Rock, AR 72201 a 501/375-533t NO.