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HomeMy WebLinkAboutS-1313-D Map 7a/����- VICINITY MAP W6r¢z N.T.S. CENTERLINE CURVE DATA 2 00 big 044 0 0 0 0 0 ® " S58°52'09" P.O.B. 7 Z „ S65°27'52 E 44 45 55 57 49"E D 08°05'04" 10*35'35" 13°08'09" 24.09'55' 50 31'58" 34°47'09" 32°02'38" 05°26'44" 02 32'03" 00 28'25' E 43 23 79.39' 84.44' 46 R 1500.00' 1199.92, 600.00' 600.00' 300,00' 150.00' 150.00' 1594.74' 1200.00' 325.00' E 4 Sro 9 o 243 O 90• 25' CONSERVA ION REOBAR UND ,/2 T 106.00' 111.24' 69..08' 128.44' 141.60' 46.99' 43.07' 75.84' 26.54' 1.34' 055"39 © EASEMENT' L 211,65' 221.86' 137.56' 253.10' 264.90' 91.07' 83.89' 151.57' 53.07' 53.077'' 41 S, o S19$r332 3 o LOT 13 o A LOT 12 I y N A8p1,1 40 ����' �m LOT 15 000 LOT 14 o m qm (A to 16° 0 z " n n1 10Ili'UTILITY AND/OR m °. 01 5""3 S a0 3 1 LOT 16 w DRAINAGE EASEMENT - - m „ W t0 epf3 Q a rn 5' EASEMENT J A o® S6rl;6°00'12"E 29 ,12,.��51 80'00 / LOT 17 - �� _ 4 E S5 51 E 160.05' 6� 6 w o 0 d O m 20C E- 73.79' CH. 78.70' CH. S6612 E t-T ® 110.00' N GN• 62.6T,CH• S62.2Q84 s 3s " o 121.59' 0.05 \ o d5 'L° 0 \O I�� Z o w E - _ 83'08.43'W S65.02 3a^E 1- - _ - 50'x5O' RIGHT OF WAY 26 a\do \c' \ SA5 cam$ �� $ SERN o LOT 18 m \NG\j bo GH• S69° _ - - - - - o EASEMENT TO CENTRAL 110.15' 3� „ 37 GON "C 'a U\\,D� 16• W �-e- N62°10'41"W 211.48' CH. I - ARK \ 1• E O55'g0" ANSAS WATER 11.43 ( IN sa'\o \ 1 1 0�,3,,8' 25, C 2 LOT 19 c� j / 6g'GN• N12' Q f_ N59° 3'00"W- 2002141343 �.o a 1 'o\�- \ LOT 28 \ 2 56 E i i �' O ' b3 _ 81.39' CH, v, �'' '� i4• \ P O R j / 35 5• S1 b1'15" " 2 1212 .5V 6N• N67.O6'13'W N45.33-0 'W N6 1.38'43' INST NO 1 I 1'? 1\� 1 O5l • \i \ \ �3d ®s $ \\ / o j U1•\L Y E i 2 65s / 31' _W 69• W n 36.22'CH. 46�33_CH. �Bt38_CH.- 2 ) ,o \ o Q .• 3 y o a' \� E i b8' 4 W N71. 00 N 511 CH_ _ _ _ - LOT 35 ` 1 i l - \ 1 ti� �\ �', LOT 20 m 10 P\� / 60.30 1416.13p0 k N 20 4GH• 76.63� _ _ - 5' EASEMENT \�9s C� 9y $9 1 93 6 uo �' / / oo'/ ,vEK �`/ P s ' '3° a1 guILD NG z o \ 9 e 1 'o\ �' 66• _ LINE z o N ) \ rL0 �� 60 p i 5 m B N \ ! 6 / p LOT 21 / 4 `' C! VJ, / 5 AA Cj i 2 z n w o A LOT 12 14 ' i6'11" p (� tS1 e'� / 11.5 \ / t••t h ro o ,v � S16• p0. \ \a, LOT 27 \ LjF 31 23 $ 35 �/ �o°s pN• MOSS 50 94p9�ta, 3S o / s9 z ooN LOT 11 0o I a 115• \� u; �\ \ \ G CJ '\ !Gq5" ` \ C \ LOT 10 ° I-5' EASEMENT w\p \ 9 5 / o. s, , 5 332 j6 6' H. \ o S > o m m v FOUND 1/2„ d9 5 / LOT 22 m / Sig° N 60,00� \ a LOT 9 ° nQ6 p 3� a y / 3GN' , �` ,g^ N o IV \ \ o P m g I (n REBAR e O 3 6 2• 2 �N• N N• / \ `n\ 75.34. - LOT 3a \0 \ \ e 32 SZd,L1j PC PC°o s� / ps //1 6, 3 j1.36' i LOT 8 11 BLOC '3613 WOODLANDS EDGE \ 'L o 2 v s g5 � 26 15.9 g4A / w� W N63'36'30"W o s• / i 3 66° \ b 6 \) -\ 74.46' 40'57' a e Z \ \ s \ ® / a 5°" 6 33s g �D\N LOT 17 \ \ \ as'W Ns6° ^' ADDITION PHASE I 34 y, / G 69.47' os'as" TRACT E-1 0 / p P / �S 1 5^V� � / \.\NE �? W N rn � Ut IV w'w e" s�• LOT 26 3 1ti LOT 23 / G '.� �• 2 GN' " \ . I` \ \O\ ,0 / / ti •}, i 63 N 5 i �I '. N65'43' Ln ,... \ O '' `LO O \ws �S• �"• \� 99 /11�3.s3 r S = 63 2 � w \ 6�5151"W S64'11'32"E S58.01'08"E -`GJ (PLAT G-4681 \ tJ m, \ Ng9 O� \ \\ 3�\ \ •h0 O 6 T / 1 p / o_ 3 > \ 5°5g - \ \ \ s / LOT 18 0 v C A 'y \ S r' G/ h O' \ O �q r 6/ y o N7 S63°34'02" 84.38' 82.22' -. \ \ \- 20, Q\ ��Q h .. \ O ?. o � / � s o 13 .S\ \ o w` w � 58"E '0 G S LOT 25 \ S2 T w0.s. o. / // q ?� m Oo' y6 1 \� o �\ S7o°66 0' BLOCK 8 N o FOUND 1/2„ \ \ \ LOT 33 s rs� \, s�F s i,\ \C L o o C ��, ,ry t \ s > 0 1 \� \ 115 7 •ham o0 3o rs /\ti• ,y / / 3g o, \ LOT 19 m- 5 G n m N z REBAR \ \ y \ so- Q 0, h o' co / 90 / CH. a o rn\ \ m 46'45" \ P N LOT 4 v W o s \ h \y �R /� h ^ p/ p v p ,\ S g0� 15 cn \ \ oa LOT 6 a _ \ \ 9/T /j 2 ^ / 4 / t. v y�w� �r j6• 0 62 Ag' �\ N a o A LOT 5 0 0 o D \ \ (p v> `rs. S� 1 h� /p, s 9 \ 'v-9•.°/ ,,G �� \ 1 • S 05• o+ LOT 7 0 o can m a+ 1 q I, \s o LOT 24 6/ m ti / h m d' \ 92• 1 \ ,o \ a+ q ^'. - 1 O\ \ 00> G'F q y / lyah % 19. % / \ m0\ o, \ p6 32' G_\ \ p m\ \ m n' m FOUND 1/2 I/ �/T \ \ \ Fq �� / / 'L''ro't0�� 00 / / \a,.p o. ` 'o m \ g1 • b5"� s r o \ o q 4 Y \ s S O o /^ c� a6' m O \ o OR 25' BOIL NG LINE \ \ F 6\ LOT 32 qG q \Qo , \. \M ems.N16° >�tn LOT 16 2\ \ Y AND/ _- \ F y o Fy G ti 2' / / w y 1 \ 10' UTILIT SEMENT S62°a1.21"E REBAR 10' EASEMENT \ \ Fy q \ Fy 0� \ \, \ \ T /�^ 06 �1� hs G \ �s: \ w mcw DRAINAGE - - - '6H- 40 - A T/ .�� S O O \ LOT 20 -i • °' <\ \ t �' N61°16'46"W N6000'45"W - \ \ O\ h� o° FM 9\ 2ss s4S, Qo \ / 1 a / ° LOT 25 \ ti 6 m '.\ �m=a y bh _ 78.78' CH. (TYP.) s O• 1 / ,a\ N m w 8 54.18'CH. 3.15' \ \ rd,° ,� y o' tiT r• F v: t' Z•' �, a N :, \ \ Z.� G0 N 52�. s 9• 4• g9.09' GHE S64'11'32"E N62.32'4 'W Q 60.00'45'W \ \ 3,'•76._ \ 2h ,'Y \\)s \� a1�� a\ _ w `L"i< _ b5"E woD C/y\ 58.77 S66°48 8 �56j 9 u, 2.33' ♦, 5 a 1�+ a \ a o. �L 16. 46' 25' R m - _ \ \\ O \ LOT 31 2iS•\ \\ \ 34. CH�Qr �/ h^1S O�'vop �0h99�$ �bl m1 Z\`ZI 1 S 12op0 w0 rwn� ` sF EDGE BAN _ _---�.�- H.o W `A' 53 07 C ME 0\N"E 51' CH. a NS616'46'W - O\1 \ S64°42'31"E -- c�-- A'p AD 0, S63'Ot'42"E 150�00'45" 15' SEWER RIGHT OF WAY EASEMENT e o �/ tp o / `tO s\4 r o I W 5�60 24.32'CH. S61.16'46'E \ 2 h o IQ� d \ .h .r• w Z 0\ 0 105.00' .3' w o� .59' _- _ 5 51.96' H. a a ,6 ' W 126. S65°02'57"E SUBURBAN SEWER IMPROVEMENT DISTRICT © TRACT J-1 hh ^ryo' /7( \�3d, 'a , hh ;oo W 'a(/ Qo°o. s, a� LOT 24 wl \ a I I �� Nse°01'48" S67°19'40" 86•38• CH. .5 NO. 239, PULASKI COUNTY, ARKANSAS ti24 80 0^ ? G �/ \ a. 4 vN i� I o\ 's z I 1 ? (r o°I I I W Z LOT 15 1 I?� ¢ 2q,77' 38.47CH. - - - - - , FOUND 1/2" INSTRUMENT NO. 2000067058 N3 0 , o• � � LOT 30 tiF Cos z I °�' `°\ N t� I ? w F a N o o i 41 g3_ 9 4 a , M.F.F. TB s s� \\ •h�oo 0� m cr I' I j 0N� z "� I¢w LOT 21 too N° M-1 ^S be\cv 625i 02'G "� R 25' BUILDIN SLIEASEMENT-1 REBAR i \ w �0 4 N \ 366.5' _ I O o 3r S j 4" LOT 26 \w v_'rn (n *�c < \ �h 40r a AND \ r 2 \ 6h �ry0' Sd� \ Sae, o rno p >i o \ Iw u Ao oa / \ UTILITY 4 \ 2 o s oa G� C) 1 (n to tt1 Iw c56 i F 9 10 AGE EASE NT z I SSQ tie 's \ QrB,00.. 1a/ d Q �' �I to �Q3 <1 z� DRAIN z m 00 \ �C\ py/ O/ S3 ° m ry I \ ¢¢% 5 / w �t os• LOT 29 /\ 0. I� w/��0r WS55•o9'46"E-h.2 //1'` \ z w o ; LOT 10 19. \ �/ \�_ $% / / r2Q� 4r'LC O h� QO' NI I� �IV� I F-tu 105.00' ?. / / N m LOT 12 O N LOT 11 O -. \ �O Y \\ �y / \ / o, h. o J y �? / o o LOT 13 o w M.F.F. - CR m I 7 5 EASEMENT \ S9" FLOODWAY \ ° j b b \ Q I :o 0I IF ¢ I� o °, M.F.F.m m n z. o• aIW o Z LOT 22 I of ° /i 0 ?rn FLOOD PLAINT n h \ r �- LOT 14 0� rn 6r s of r "� o f ¢ 360.7' m 360.0' \O-, r. \ ?� N y \ sF z ¢ M.F.F. I i �i _ J �10' EASEMENT CERTIFICATE OF OWNER p• o / e y� / i7 I�`W I l0 •'• M.F.F. m --R61°28'12"W 80.07' N5a'2o'35" \ \ Jo ( I )�4 -y� - _-. -- W76. 12 We, the undersigned, owners of the real estate shown O LOT 28 o a LOT 27 Qa A, m 361.5' > > _ g'56" g FLOOD PLAIN STATEMENT \ /. s, a o- •h y \ \ (n I �,y, 361.0' B L Q C K _ _ - - N6g°4 2r -'�� _ and described herein, do hereby certify that we have \ y !y \\ o p �"\ or J is laid off, platted and subdivided, and do hereby la off, A PORTION OF THE PROPERTY SHOWN IS LOCATED \9 \ 4 p �.> ��\ \ \- cxo ----� ---- TRACT J-1 P Y Y 9 2 \ ,� v IV. Z � o - N I S64 26'03� - � 1 ' N53.51'4 a 49'S6"W T � plat and subdivide said r I estate in accordance with \ 22 rn h O CI` \ a - 126.01' - - - - - - - 9.75' i" N69° _ _ FOUND 1/2" P WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED \c�^ \ �o \ _ PgE \ \ a 1CAAg -_ _ _ - ;a N �� - - �/ FLOODWAY - _ this plat. BY THE FLOOD INSURANCE RATE MAP, PANEL NO. o , - _ _ w 11� O TRACT H-1 ao REBAR /, \ 21 o v TBM-2 N TRACT J-1 �j w �!/�p0� 'l 1=�c�' mot' /1Z�rn 050181 0081 F, PUBLISHED BY THE FEDERAL EMERGENCY `1 \ Iv a \n row 5 O Date o" f Execution �SName C. MANAGEMENT AGENCY DATED OCTOBER 19, 2001. 1 � 70.00 03934"W \ 1\m >\ `mac. LOT 23 W a �dv O O4 $ °2 3 2d�5 3 \w` 20 19 � Ns1°1s`a7 W N1 i\''� �� d j 7 © ,,`rl 84.46' d92� N317 Address P.O. BOX 3157 %. o \ V` O LITTLE ROCK. ARKANSAS �J - \ C 6 p• d ,� �� f- �Q� M.F.F. �g°`L1 13 p6$ N53°56'21"W g°26 Instrument No. 2003 033275 N'\ ° `3 1 t12 \ 18 \ __AFLOOD PLAIN y \ O ba 6'� O �d °a$ ' ` ID 24,Y M 11111 a ��\\ 36 \_ 1 0\ y 30' hj `8 3 Irk0l0d "O/ e `Q 1�e\ ",�1 17 % \ e �6, TiJ\ \<� 9O'�G,O 1 �1 d o°� '�d 1 Q`a N3 �`S6' \ TRACT J-1 yo rnv-+ su`rn y� 50e o O'3 C, �6 y0' CERTIFICATE OF SURVEYING ACCURACY J�r� l e'31 y6 \ pU 0 . 4 $r, 8' m\ co 1 I, GREGORY T. SULLIVAN hereby certify that\)/ r �; _ �JQ� 3$' g°1�\ s61" s m S1 O h this plat correctly represents a boundary survey made f f` �$ d \ \ 16 \ r O O 2A� / 'moo PAGIS BOUNDARY COORDINATES or verified by me, all monuments required actually exist - ,. r< �. \ 5 .�2 \ \ OODWAY FL61 / and are correctly shown hereon and that all surveying S 4j requirements of the Little Rock Subdivision Rules and NO. NORTHING FASTING NO. NORTHING FASTING 9 Regulations have been complied h. O 1 144689.48 1186121.64 24 145448.61 1185154.03 Iry, 0^ / 2 144814.48 1186037.61 25 145560.61 1185061.00 Date of Execution Gregory .Sullivan \\ \ ��," / pU0 �� 3 144822.74 1186988.15 26 145882.19 1185180.64 PROPERTY DESCRIPTION \ '�• 4 144823.88 1185946.25 27 146832.75 1185291.72 Registered Professional \ (y \ �d Land Surveyor \ / rsJ0 5 144873.60 1185877.97 28 146835.16 1185292.91 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 �� 6 144905.69 1185841.17 29 145770.07 1185439.11 Arkansas R-13-W, Pulaski County, Arkansas, more particularly described as follows: 15 �yA Q1, 7 144922.41 1185796.55 30 145701.37 1185419.72 Ci TRACT H-1 e1 �. 8 144914.04 1185757.71 31 145641.93 1185427.04 BEGINNING at the Northwest corner of Lot 11, Block 6, Woodlands Edge Phase I Addition (Plat G- r3 9 144858.11 1185667.29 32 145572.87 1185456.75 CERTIFICATE OF ENGIN ERING ACCURACY G p,9 468); thence South 31° 52' 53" West along the West line of said Woodlands Edge Phase I Addition a CJ 11 10 144849.41 1185585.85 33 145516.10 1185482.16 NOTE: 1, CURTIS W. SCHAFFHAUSER, hereby certify that this distance of 690.71 feet to the Southwest corner of said Woodlands Edge Phase I Addition; thence along �\ e53 11 144829.11 1185562.34 34 145520.14 1185521.07 plat correctly represents a plan made by me, and that the meander lines of Brodie Creek the following twenty-one (21) courses and distances: 1) North 33° 54' O °'\6 1 12 144818.90 1185435.05 35 145528.93 1185605.85 the engineering requirements of the Little ock Subdivision g y �� 6 nJ� 14 O ''� THIS PLAT IS BEING FILED Rules and Regulations have be li with. 42" West 150.62 feet; 2) North 80° 31' 20" West 60.14 feet; 3) North 880 26' 17" West 41.92 feet; 4) NQ 6 O! 13 144855.96 1185393.00 36 145532.79 1185696.34 r North 53° 56' 21" West 84.46 feet; 5) North 48° 54' 58" West 48.83 feet; 6) North 69° 27' 41" West r�` >`rL2d 14 144895.24 1186396.95 37 145521.35 1185780.12 TO CORRECT COMPUTATIONAL 2- 5-06 47.65 feet; 7) South 770 50' 37" West 39.73 feet; 8) South 58. 15' 43" West 106.32 feet; 9) South 83° O ° 15 144957.94 1185390.06 38 145510.91 1185861.26 Date of Execution Curtis W Schaffhouser 54' 11" West 81.90 feet; 101 South 490 11' 54" West 31.07 feet; 11) South 850 24' 47" West 127.70 feet; (0°dypg Cj�y 16 145096.73 1185358.68 39 145492.66 1185939.15 ERRORS IN BEARINGS AND Registered Professional 12) North 480 36' 42" West 56.05 feet; 13) North 05° 45' 02" East 39.49 feet; 14) North 06° 16' 33" 0 9' 13 17 145183.44 1185298.26 40 145474.34 1186017.33 Engineer No. 12037 West 63.07 feet; 15) North 120 44' 29" West 142.30 feet; 16) North 340 51' 56" West 105.68 feet; 17) O d`Zv, 12 18 145183.58 1185254.51 41 145459.39 1186099.30 COORDINATES. Arkansas North 89° 49' 00" West 43.75 feet; 18) North 01° 37' 51" West 38.56 feet; 19) North 460 10' 22" West °rjr0 y 19 145222.12 1185253.41 42 145434.21 1186181.28 22.12 feet; 20) North 10° 49' 33" West 37.73 feet; 21) North 36' 24' 27" West 40.75 feet; thence South d$ 6.- 20 145237.44 1185237.45 43 145401.77 1186266.43 CERTIFICATE OF FINAL APPROVAL 82° 25' 00" West 3.40 feet to a point on the Northerly line of a 15 foot Sanitary Sewer Easement recorded C� 5 21 145274.60 1185230.37 44 146364.30 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 1186206.18 45 145323.25 1186416.47 Regulations, and all of the conditions of approval having distances: 1) North 180 59' 20" West 149.92 feet; 2) North 39° 42' 54" West 145.60 feet; thence North 23 145306.85 1185202.81 46 145275.99 1186486.45 been c completed, , this document is hereby the accepted.20. 24' 30" East 343.12 feet; thence South 66' 00' 12" East 121.59 feet; thence along a curve to the right 1 SET 5/8" REBAR WITH CAPThis ^„ of said rules and regulations. authority having a radius of 325.00 feet, an arc length of 2.69 feet and a chord bearing and distance of North 26° AT ALL LOT CORNERS. Sy�[a ' yIA 13' 24" East 2.69 feet; thence South 660 00' 12" East 160.05 feet; thence South 15° 45' 46" West 71.38 2 ALL DISTANCES ALONG CURVES 4� ®n'" St i Z� IJ ILA ? feet; thence South 07 01' 34" East 59.89 feet; thence South 23° 16' 20" East 75.18 feet; thence South ARE CHORD DISTANCES.OI �i9� 240 06' 49" East 62.20 feet; thence North 84 04' 35" East 124.36 feet; thence North 87 30' 32" East Date of Execution L.R. PI siong 90.57 feet; thence South 82° 13' 18" East 84.56 feet; thence South 82° 40' 12" East 81.80 feet; thence 3 ALL EASEMENTS ARE FOR UTILITY Ir�Tq F"+ �%.`isrrcr,, p n , r m /IiY: cab Commission ��� �nRxn b 8 _y .`,` "•'9TATS O�% South 76° 48' 45" East 80.00 feet; thence South 76° 48' 47" East 80.30 feet; thence South 79° 39' 40" AND/OR DRAINAGE PURPOSES. . . •M East 83.32 feet; thence South 72° 55' 39" East 85.76 feet; thence South 690 08' 43" East 91.12 feet; 4 TRACTS E-1, G-1, H-1 AND J-1 ARE PROTECTED 1 s 1mt° f / DATC: thence South 65° 27' 52" East 90.23 feet; thence South 580 52' 09" East 79.39 feet; thence South 65° 57' ARHAN CERTIFICATE OF RECORDING GREENBELT AREAS. N - 1 This document number Z'c'r'�/26 ed for re ord 49" East 84.44 feet to the POINT OF BEGINNING, containing 807,936 square feet or 18.548 acres, more or less. N, N " in.?.[at Bq9 Page 5 M.F.F. 363.0 =MINIMUM FINISHED V# P AL FLOOR ELEVATION. SET ON LOTS 12,13, Bl 14, 22, 23 & 24 BLOCK 7. � N0.12 37 J�',� (Signed) ' : 6 TBM-1 = EL. 380.31 TOP RIM CURB INLET ON WEST ' S s/rsP6 P II ��,-'T �` I + SCHFir rI �',�r• I,t9`, SIDE OF KNUCKLE ON MEADOWS EDGE LANE. A '++ r r Clerk TBM-2 = EL. 369.06 TOP RIM CURB INLET ON EAST ++����ri,rrrrrtrcttttt�` 60 30 0 60 120 SIDE OF SWEETGRASS DRIVE.Scale:'r=607 -7 Z Z( S:\2002PRO\202-245\FINAL PLAT CORRECTED z-;:- ® ® DSGN Gti?fM3L O[ DO6MGAILG']43 VERIFY SCALE CORRECTED FINAL PLAT OF: SHEET 1 of 1 ® ME BAR IS ONE INCH ON CORRECTED FINAL PLAT OF PART OF THE MEHLBURGER DR SDN THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. LOTS 12-28, BLOCK 6; LOTS 10-35, BLOCK 7; DWG HEREIN, AS A PRODUCT OF DESIGN SERVICES, SW1/4 SE1/4; SE1/4 SW1/4 AND NE1/4 SW1/4 LOTS 4-12 BLOCK 8• N0. FIRM CHK TPT IS THE PROPERTY OF THE MEHLBURGER FIRM 0- 1" ALL IN SECTION 8, T-1-N, R-13-W DATE 2-07-06 eoe¢°o.-¢aka sun.r•n 1 2-06 CORRECTED BEARINGS & PROPERTY DESCRIPTION SON GTS AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ONTRACTS THIS SHEET, ADJUST -1, -1, -1 D J-1 APVD WITHOUT EXPRESS WRITTEN PERMISSION. SCALES ACCORDINGLY. PULASKI COUNTY, ARKANSAS NO. 202-245 201 South Izard a Little Rock, AR 72201 a501/375-5331 GTS NO. DATE REVISION BY APVD THE MEHLBURGER FIRM WOODLANDS EDGE r10,