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HomeMy WebLinkAboutS-1313-D Map 4CENTERLINE CURVE DATA / i O � ° ° ° s 7 e$ e °40'53"E(qS59°05'10"E-56°10'50eE P.O.B. jD 08°05'04" 10 35'35" 13 08'09" 24 09'55" 50 31'58" 34*47*09" 32°02'38'i05 26'44" 02 32'03" 00 28'25" e , •� S65 79.39' 45 a 46 w R 1500.00' 1199.92' 600.00' 600.00' 300.00' 150.00' 150.00 1594.74' 1200.00'-325.00' Ssg 21 44 ® 90,23 84.44 FOUND 1/2" - T 106.00' 111,24' 69..08' 128.44' 141.60' 46.99' 43.07' 75.84' 26.54' 1.34' ° a�/fep"E0 g1.I / i, I REBAR L 211.65' 221.86' 137.66' 253.10' 264.90' 91.07' / 83.89, 151.57'�53,07' 53.07' j3 �� rQ�,.� ai S g57ro z - OD�AN� wAY }N N }p------ 06J'Z A. N �,N JO w' I lA LOT it \N ,TUBE ROAD I / ! S"t9 3 32 t : o `" LOT 13. o A x aw LOT 14 00 or> LOT 12 Im N\ \ P 1' r S °• LOT 15 0� m rw(`i l y r �1°p p \ 0� d�F� „p"� �� ap,'3 ? oA m 10'UTILITY AND/OR + p,0 i . k6 `CJ 0% LOT 16 q N DRAINAGE EASEMENT IV . o ,n �- 5' EASEMENT- J N'® Sss°i3' J3r.E ' 'o �� \ \ ` / G�� OR �� /� "4 3®s1,0p �p / i ; LOT 17 � m 1 6..CH - - 73.79' CH.' 78. 0' CH.J L _ - - - r13"E 0) 16 160.0 , �tj \[� - - s5 52 E Sgg"13 - 110.00' CJ�yo / Z°6J $O• '1 r c'. LOT 1 / S65 536 S 5 E o� ®121.59' °p5 N G g8 �1.6` t� qa; 4 -- -- e= - z ado \ / I o g E - 83 r -- - - Zj CH-___aCENTRAL 2 •4 t0' GH. 62.67', CHI 62 \` m 27'44'W \ \%Z�II_ _ S66.13'i3"E N s o 1�3 �� n4 37 i 8 �D\ii S 0 50°x50' RIGHT OF WAY GH s9' ---- ------EASEMENT TO CENT 110. 2 0 7840 1•W �. 62'23'42"W 1.48 I 11.4 15 s\ \ 1 e2 LOT 19 2 GH. N13"peg Q - •` ARKANSAS WATER 1 m 66' z - 10 a l v0 \� LOT 2$ „� $rL A �J6 0 O OR / i 5• a ' p016" �' r .-CFI , 13"W N65'33'24'W N63.05'44"W N89.39' CH._ b °� ( 2 22 •-_--fN--ST NO. 2002141343 \ 3 3 3 o TY M 'T). 35• 'I6° .�W 153 W. N67 19 45.33'CH. 81�38_CH. - - � 41^ - oLOT 35 \ �; \c�t 1 . ,`�Ci �\ \a LOT 20 m 10 V \NpG 8p,30, `1� N17 gpo 43"W -16.63 C •- - - - s- - 1- 0 1 \. 1 \ CJO $9 Q`J . oin \o. C,% N13°33ON r -- �--^ 5' EASEMENT-1 rn 1R \ esploo � yg• "�G 1'20y1 ��� 1. / �`o° K �� ssai-- I I a \ N �' j1O �Q, 921 \N8 OJ / 20o LOT 21 / / iA 80. GR /-�$ P G ��`' 25 BUILDINZIINE wU oa AI Iv LOT 13 VICINITY MAP y - 5 Ss� o• R/ 5�, , S. N m LOT f2 m 1g•3�18, \d °w, LOT 27 31 °`L / o �� �GN 11. O 5 /g4. S 6 1 R N LOT 11 0 0 1 I S 115p° \ \m\� \ \ iA CJrT. ,\Qf r .o a� / \ig9.86 6'E � /'as'W � \ C � mAirn LOT 10 'w � i jam- 5' EASEMENT \ : 1y yQ� rgR� / LOT 22 o m / N, 1g•b62 N11•01 00' A/ \ po I P. rim m m S go, LOT 9 w 11 v_ FOUND 1/2" y' .'\9 5� 20"W c i Q� 1 \ \ ow ni S REBAR LOT 34 ,�0 Od Zd` Q° ° 3 5• / od,• �1 02'L 3 j1.48' / LOT BLOCK 75.60' g y 6 g 5,9 b• i a :0 75.34' ° WOODLANDS EDGE \ \ �� `t• O. / S Z �3 ?,�'• / y y / 5 a �GN' N 1GN' 6 08' / \"' \ \ m N63 49'31"W 20 /� \� \ �1 ,`" 6�.• / Oy?iS. / / S �i 1312 1 �' /\�� �'N- �\ \ 74.46' N66.53S8W a rp e TRACT E-1 m O N 3^� s �• LOT 26 ,ri 3 �ti LOT 23 / rc �•3`J 4a GN. / p\N Nsg•19'5o"W P 9 \O \ \ �\ ® / ,� �9 Ns gp 0U\\- Z LOT 17 N65'56'50"W w �i ADDITION PHASE I 0 N e01' O o I 9°j• '� r S 63• i /' �+ _ CTI ° _N (PLAT G-468) >. 7 / 1°7 r / 2 o v \ 82. g2 W S58.122' \ \ ,1+ cn � 1,L0• \ p \ Vie\ B a o BO• 'Q y y �6 .�/ \ U / 12' Ss4°24'33"E -- \ \ N \y \ S?7• )O� ��O mh s0• "9CrLOT 1$ o a 13 \ o `N N15° E S6 84 083.E 84.38' 82.22' \ \ \ s, \ oos . \ /tiC� LOT 25 s?o° 'd �o• /�.. / aq �ya� "` ,O9'phy^ 1 \o o\� �\ g71.Oe'ee" '/ Q z _ v' \ \ !n LOT 33 s aY \ sF sBi.\\�/ti ,o?oG/a. ^tiGoo .� d+0 a 0° (� \ 115.10' BLOCK 8 �rn g FOUND 1/2" \ \ \�a\a� r ��c /� -6 33 yo. �v .moo / / 36 \o, \ LOT 19 4? . 56 PC' ¢ ' \ z �>�. t. / CH. ayo� ay\ \ 17• of �1� N \ N a w LOT 4 rn REBAR �q (/ ? 4 G n r\ g0• 2 a \ \ \ o a LOT 6 r y y 9 / / ,r v S o 9 v cn LOT 5 0 0 o ro \ 9 \ /� T y / �9I .G'�' .E •"' 11 0 U \ 27 08 S 2 5 6 "' \ D 16 h O� \se e\ q G ' �- ti 6 m d' \ 2 810 n \ m LOT 7 0 ° 0 cn in in LOT 3 \ \ r s p (iT 40\ �GF q LOT 24 y,h� v`'/ ev / d,\ o \ s, 3�9 �G\ \0 1 �\ \ o m m m m "41 �/T \ \ Fq �p / v16 /01/°'c `a6° / \gym o. a>:m g1 > as" ff m� O o \ \ R v Y \ e SF q �, y. 9 / \ o �,� j1•o o \ \ AND OR 25' BUIL NG LINE _ FOUND 1/2" \ \ y o / /.a \a y s N D RN \ LOT 32 G�c q \•o �Lf °�i a m0 > u1 LOT i6 2 \ NT S \ FN � / u h � � /,sic' Gam- / `'o'°' •i .o • to N \ 10' UTILIT EME S62°54'22"E \. o • \ �` w mc- a AINAGE _ _ 6H- - - - \ 1/�1 0o q / \\ yty � \N LOT 20 -t � \ 1 � DR �. EAS -- - - N61• 'a7"w REBAR 10' EASEMENT LOT 25 6 ' \ - m: - w �\ w \ - 7838, CH. so°73'A6'W -- -- ITYP.) \ \ yy o- o. Fq, 7- F O• �1 .Z.- rn\ .z- (ZC1 _ _._ 54.18'CH. 3.f5�--�-_- \ e• ra0 ^ry �`� // G 1� -i-1 p `D N \ S2 BS A' 69.09i 2 H• gg4°24'33"E N62•a5'a W N60`93'46`W \ Ov, c`f' 2 \ S - 1 ry/\ 9 grO ��\ v p\Oyu - 58.77' S ? 5 �" w 2.33' \ \\ O l �Oo• /// 1".� 0 Otio•OO, 91 w ` 6 \ o+o. / 71.0 25• R . m , y.' 8 -_ems \ LOT 31 o as• \\ a. cH^� ,"!w h a/ a e$ 9�s iA � 1, ?\ �1 ' -/- S 1a°•°° d p F V�(S EDGE �-� z �= CH. - ._ 3 o _ E 53.0TCH. o ---- _ 17, 3 1/ / N ADO \ B O / 2 / yir, Y1 0o S64•5532'E - Na> 151.51' S630W43"EN61.29.47•W - N60.13'46'W 15' SEWER RIGHT OF WAY EASEMENT \ o-�ob Ga m o-o /7 >\ o��a. ILL/N N too.00' 3 w - M� 50' R/�hf_--e-" ss531'2s"E Q b . 9' r- " 2a.32'GH. S61'29'47"E i.50' ` 2© O� ao \ / O,�\D. p LOT 24 in, _� (o ro A I 0 69"W 128.60' 565•15'58"E 51.96'CH. -,.__'_'-.----- SUBURBAN SEWER IMPROVEMENT DISTRICT \ TRACT J-1, �j/\ 2mh^no Gy6, \\s, o 6y of `a, ( oy\ !> z) I 1 °'� �, c;) I 1 v� LOT 15 Of Nge 14 6T°32'A1" 86.38'- 'Y?a. �l�!! // C/ d+.o- ?� va i fo I d'. fr o (w z ¢ A.71' 38�47�GH. __-- - - - -I NO. 239, PULASKI COUNTY, ARKANSAS 7 LOT 30 +Y w 2 O F\ a' -' ci (w �; ro o rc 2 a793' - FOUND 1/2" N ° A o F O ) N i S w Y w N w 1 4 S O\ -- I INSTRUMENT NO. 200006705$ 3 I I I o BM' e 3 - 9 S so. o o� ?m ¢ \ o� M.F.F. LOT 21 I i w ,� T vo0, ®s'? 2'G '� 25 BUILDIN LINE REBAR Jr !y O p a z u o to " nS \ I SSN� / a o w iyd� 26 \,, o o • 366.5' _ I IO 0 3r Cy y?� 6• �, Fi 5' EASEMENT - LOT o at\ S b mo c5 b Cn \ I a' w a arc \ \. ao AND/ \ 7Q 24 / 0 Ct O S8•rl a i, 1 ml(/� `O. (3 I<w, a 5�S'/ \ 4" ii 10, UTILITY EASE NT Z i I o 'I¢ � � I z ut F rn /o% F DRAINAGE z o \ 479 0 LOT 29 \ /\ \O` aa� / S30• � w ¢ %S55.22'47"E '_ �/ /11g. \ / 2 w o LOT 10 ^ •I LOT 9 SO / / / 7204092, O ro O, in m } u.l 705.00' 2'?. `'o / / y No o LOT 11 o w a0o 79 / / moo' q f- to 1 Q 1� ,y ? / o e: LOT 13 0 0 LOT 12 0 a in 1 \ �7- FLOODWAY .y° ^ \ `\t7 . O• I I 0 Ih r. P ^� r v LLf 0 Z LOT 22 I 1 0 � M.F.F. M.F.F, r;, w 7.5' EASEMENT \ a tir 0� \ 3 ri ,� UJ o I ¢ o - LOT 14 o m °' w w FLOOD PLAINT I CER=CA7E OF 0V= \ s, r, N \ F z ar 1 2y 360.7` m 360.0' o p / o I �p ¢ M.F.F. ?, ni _f 10' EASEMENT We, the undersigned, owners of the real estate shown \� S- ,, , y\ \ ro .- O I I �, M.F.F. ---:�- 'Fj 1.4_t 80.0T 54.33'36N! 7g 12 - _ 9 FLOOD PLAIN STATEMENT \ j o�• LOT 28 0 LOT 27 m 6/ 1� 361.5' v. w 361.0, C K � o _ _ and described herein, do hereb certify that we have S( o _ ,e �•i \•(`l ?y io _ - laid off, platted and subdivide and do hereby lay off, \ 9 o m ti;v° C\1' \ \ I gsa 39'08�- L --- O W g• TRACT J-1_plot and subdivide said real es ate in accordance with A PORTION OF THE PROPER o Y SHOWN IS LOCATED .- \ •9 2 v N z I NSa• _ \. 22 \ m -.�.. >.E 04.4 m - 2' l- t�� this plat WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED \ O \ /y 1G gee \ �'a V4 -1 �• - m �, 8y76_ i•'I� FLOODWAY� - -` FOUND 1.',,"- _ BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 7( 3o O 050181 0081 F, PUBLISHED BY THE FEDERAL EMERGENCY a \ 21 �P \ w �n TgM'2 d1 TRACT J-1 O O O TRACT H-1 o REBAR Date of Execution Name C. MANAGEMENT AGENCY DATED OCTOBER 19. 2001. r6j9 3 e\,,\ / 1 35"W / tom N\� .' a Address P.O. BOX 3157 °'\� 0J Q ' r' 2 51.2g N11°g2 o , 1a, �\ �% LOT 23 W o „.� 6 O4 Z eel` i g2 e3115 \ yJ ® 19 as"w 1� tw s1 • �m 'a/ 7 0 .r�I`1 84.4 b'`°J''�$ �, s® LITTL ROCK. ARKANSAS CJ n�f0 AQ. ,�,Dr, O o `L� G / a AQ • O 6J9. 6 p 4• i33. ° 2 3 \ �� �` l \O0 M.F.F. 9 13 ' N54°09'22"W 0 1 a FLOOD PLAIN 2 r0 0431 Instrument No. 2003 033275 N7\'\ 31 �$r3\ 18 4 0\ 20 363.06a •� F3Oj• ® `aO�7•dr- •23 ` +.� Ilil O 17 \\ d, p\ \ g0• •08 nw l� �,$• a b� �Y �;� CERTtE'ICATE OF SURVEYING ACCURACY �A622.50�6\ \,kjg� �36 68. \ \ TRACT J-1 0?0� s�v�s�o�\ °o�tn 501•g1 ,'orb 1, MICHAEL WATSON , hereby certify that Q'\ $� •�'�1,1�J\ 4$�ti d' o-_ 4 CJ- this plat correctly represents a boundary survey made N 3 CJ�9 R ^ m° �T: �0 6'� / �Os�ry PAGIS BOUNDARY COORDINATES or verified by me, all monuments required actually exist \ \ m ° 1 r (� CID requirements ofand are ithehown Littlehereon and that Rock subdivsionaiRules and \\ \\ \ \ FLOODWAY g561°2g / Q0 / Gj NO. NORTHING FASTING NO. NORTHING FASTING 10 AA- Regulations have been complied with. \ \ �Ir {� /'�� V { t \ \ \ \ r�S?� 0 1 144690.42 1186121.03 24 145446.89 1185150.54 So 3 \\\ \ \ 1 Oe- / OJ , O-`` 2 144815.10 1186036.52 25 145557.53 1185057.09 ��QI f J� Date of Execution B. Michael atson \ / O 3 144823.17 1185987.03 26 145879.57 1185175.52 {�- v Registered Professional PROPERTY DESCRIPTION \ \ $+\. ,�'\ 4 144824.16 1185945.13 27 145830.54 1185286.79 Land Surveyor 5 144873.62 1185876.66 28 145832.96 1186287.96 No. 957 Part of the West 1/2 of the Southeast 1/4 and part of the East 1/2 of the Southwest 114 of Section 8, T-1-N, ` b 6 144905.57 1185839.74 29 145768.42 1185434.42 C.0;90LYN oTALEY, Circuit County Clerk Arkansas R-13-W, Pulaski County, Arkansas, more particularly described as follows: 15 O , 10 5 7 144922.11 1185795.05 30 145699.66 1185415.29 CIrMMCATI3 OF ENGINEERING ACCURACY BEGINNING at the Northwest corner of Lot 11, Block 6, Woodlands Ede Phase I Addition (Plat G- Ql cab ry 1 8 144857.3 1185656.0 31 145571.29 1185452.80 n �G TRACT H-11• V C 9 G $`� 9 144857.33 1185666.04 32 145571.29 1185452.80 1L \f 1, 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 \� a� cab it 10 144848.32 1185584.63 33 145514.62 1185478.43 1 plat correctly represents a plan made by me, and that distances of 690.71 feet to the Southwest corner of said Woodlands Edge Phase I Addition; thence along OQ .16 11 144827.9 1185561.19 34 145518.80 1185517.33 < the engineering requirements of the Little Rock Subdivision the meander lines of Brodie Creek the following twenty-one 121) courses and distances. 1) North 34 07' 9 e2 p1 12 144817.24 1185433.94 35 145527,92 1185602.08 Rules and Regulations have been complied ith. 41" West 150.63 feet; 2) North 80° 44' 21" West 50.14 feet; 31 North 880 39' 18" West 41.92 feet; 4) `,j06 fO3' 14 110�� 13 144854.14 1185391.75 36 145532.12 1185692,55 , y 9 $O p`7j North 54° 09' 22" West 84.46 feet; 51 North 49° 0T 59" West 48.83 feet; 61 North 69° 40' 42" West ° ,\+�G ,\tiA,�a 14 144893.47i. 1185395.56 37 145520.99 1185776.38 Date of Execution Wes Lowder 47.65 feet; 7) South 77 37' 36" West 39.73 feet; 8) South 58° 02' 42" West 106.32 feet; 9) South 83 3,Z0 $ij 15 144956.11 1185388.42 38 145510.86 1185857.55 •^t ,• C' Registered Professional 41' 10" West 81.90 feet; 10) South 48° 58' 53" West 31.07 feet; it) South 85° 11' 46" West 127,70 feet; y° p,9 00 16 145094.76 1185356.51 39 145492.91 1186935.50 Engineer No. 4943 12) North 480 49' 43" West 56.05 feet; 13) North 05° 32' 01" East 39.49 feet; 14► North 060 29' 34" tJ0 39' 13 17 145181.26 1185295.77 40 145474.89 1186013.76r Arkansas West 63.07 feet; 15) North 120 57' 30" West 142.30 feet; 16) North 350 04' 57" West 105.68 feet; 17) ,a3 l5 18 145181.24 1185252.02 41 145460.24 1186095.78�,1 ii , , South 890 57' 69" West 43.75 feet; 18) North 01° 50' 52" West 38.56 feet; 19) North 460 23' 23" West °A9 5 19 145219.78 1185250.78 42 145435.38 1186177.85 _ CE TMCATE OF FINAL APPROVAL 22.12 feet; 20) North 11° 02' 34" West 37.73 feet; 21) North 36° 37' 28" West 40.75 feet; thence South Aa 60 20 145235.04 1185234.76 43 145403.26 1186263.13 Pursuant to the Little Rock Subdivision Rules andNk 820 11' 59" West 3.43 feet to a point on the Northerly fine of a 15 feet Sanitary Sewer Easement recorded � 5 21 145272.07 1185227.54 44 145366.10 1186345.35 Regulations, and all of the conditions of approval having as Instrument No. 2000067058 thence along said Northerly line the following two (2) courses and NOTES: 22 145304.7; 1185203.23 45 145325.32 1186413.46 been completed, this document is hereby accepted. distances: 1) North 196 11' 37" West 149.92 feet; 2) North 39° 55' 65" West 145.59 feet; thence North 23 145304.31 1185199.83 46 145278.32 1186483.62 This certificate is hereby executed under the authority 209 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 326.00 feet, an are length of 2.69 feet and a chord bearing and distance of North 25° AT ALL LOT CORNERS. 1011163 � 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 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 Comml CoPlaphimmission 24* 90.579fee� thence So" East Outhe82° thence 19"North East 840561 feet; thence24.36 Southf 82° 53'nce North 870 13" East 81.80 Ofeeh"East thence 3 ALL EASEMENTS ARE FOR UTILITY a/ASS ATE `���ttj$T � ppp South 779 01' 46" East 80.00 feet; thence South 770 01' 48" East 80.30 feet; thence South 790 52' 41" AND/OR DRAINAGE PURPOSES. a1a AB SI `% Qy� `� 'ram / East 83.32 feet; thence South 73° 08' 40" East 85.76 feet; thence South 69° 21' 44" East 91.12 feet; �� : �� a 8TAT8 OF �; ° ° 4 TRACTS E-1, G-1, H-1 AND J-1 ARE PROTECTED * * * ASSAN8A6 y CE[t1'IFICATE OF RECORDING thence South 65 40' 53" East 90.23 feet; thence South 59 05' 10" East 79.39 feet; thence South 56 10' GREENBELT AREAS. r� = N0. Si This document, number filed for record 50" East 84.44 feet to the POINT OF BEGINNING, containing 807,936 square feet or 18.548 acres, more or less. 5 M.F.F. 363.0 =MINIMUM FINISHED PBUQI ER ` _ , 20-, in Plat Book , Page ♦ = BY: FLOOR ELEVATION. SET ON LOTS 12,13, RNi• (Signed) 14, 22, 23 & 24 BLOCK L ' 49 3 e��! ���•� DATE: 6 TBM-1 = EL. 380.31 TOP RIM CURB INLET ON WEST =�� �Gjf L�� Clerk SIDE OF KNUCKLE ON MEADOWS EDGE LANE. ''%jM�Y '47j/rtttttLtlt►t`LtM"��1� 60 30 0 60 120 TBM-2 = EL. 369.06 TOP RIM CURB INLET ON EAST SIDE OF SWEETGRASS DRIVE. Scale:l'=60' S:\2002PRO\202-245\FINAL PLAT ® ` m DSGN 1G3C�" VERIFY SCALD M@G O(P DOC�NJWYI@Glib BAR IS ONE INCH ON HEREIN, AS A PRODFINAL PLAT OF PART OF THE LOTS 12-28, BLOCK 6; LOTS 10-35, BLOCK 7; SHEET 1 of 1 jI EHLB1RGER DR SDN THE PLANS AND PRODUCT OF DESIGN SERVICES, ORIGINAL DRAWING. SPECIFICATIONS INCORPORATED SW1/4 SE1/4; SE1/4 SW1/4 AND NE1/4 SW1/4 LOTS 4-12 BLOCK 8; DWG F1CR1� CHK BMW IS THE PROPERTY OF THE MEHLBURGER FIRM °- 1" ALL IN SECTION 8T-1-NR-13-W NO. ,,1h„�,, �a,�„ _�r,n° , , AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON TRACTS E-1, G-1, H-1 AND J-1 DATE 9-12-03 WITHOUT EXPRESS WRITTEN PERMISSION, THIS SHEET, ADJUST PULASKI COUNTY ARKANSAS 20l south iznrd o Little Rock• AR 72201 o 5(11/375-5331 API BMW NO, DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. ' WOODLANDS EDGE NROOJ 202-245