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HomeMy WebLinkAboutS-1135-E Map 1\ PAGIS COORDINATES \ \ NORTHING EASTING I \ 1 161682.31 1184599.39 CENTERLINE CURVE DATA 2 16 t782.94 1184661.66 \ \ 3 162063.'0 1184456.39 Q Q Q ® Q FL YEAR 4 162131..1 1184577.70 DELTA 02°19'12" 15040'66" 90°00'00" 90°00'00" 35°12'06" 49008'22" FLOOD PLAIN \ \ 5 162175.17 1184536.70 6 1621'6.40 11114550.66 RADIUS 405.45' 867.98' 37.81' 38.00' 150.00' 150.00, 7 162387.64 1184788.93 ARC 16.42' 237.57' 59.39' 59.69' 92.16' 128,66' 8 162246.89 1184927,64 TANGENT 8.21' 119.53' 37.81' 38.00' 47.59' 68.58' \ 9 162128.23 1185028.15 \ < \ 161982.50 1185170.79 1 161966.51 1185179.79 \ 161899.55 1185269.97 161891.24 1185275.18 161777.43 1185394.31 \ 161646.78 1186473.73 \ \ \ 161668.37 1184930.90 FLOOD PLAIN STATEMENT \ \ A PORTION OF THE PROPERTY SHOWN IS LOCATED I WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED FOU 1/21, I BY THE FLOOD INSURANCE RATE MAP, PANEL NO. FLOOD WAY REBA \ \ 050181 0007 D, PUBLISHED BY THE FEDERAL \ P\� EMERGENCY MANAGEMENT AGENCY DATED AUGUST 5, 1985. i Oe' � 7 \ I b \XI I �o \� NOTES: J P i \ p Sp I 1 SET 5/8" REBAR AT ALL LOT CORNERS. 2 NO INDIVIDUAL LOT ACCESS OFF �`�iS \ i 3 M.F.E.fz O BEACH DRIVE. OMINIMUM FINISH FLOOR ELEVATION. 100 YEAR \ \ P /• 5r I 4 THE FRONT BUILDING SETBACK IS 5.0 FEET. FLOOD PLAIN / PP /� F \ I 5 THE REAR YARD SETBACK IS 10.0 FEET. 6 ALL SIDE YARD SETBACKS ARE 5.0 FEET. �� 7 ERROR OF CLOSURE EXCEEDS 1 IN 15,000. IX 10<-P � 100 YEAR \ 6Q �, s \ �i�FLOOD PLAN I 4 \\/ \ FOU 1/2" 1 !/ % P Q. S' UTILITY AND/OR REBAR I \'� PROPERTY DESCRIPTION j0, O� / o DRAINAGE EASEMEN& ® i� �� UILDING SETBACK LINE #7 \O es\ s Imo° Part of the Northwest 1/4 of the Southwest 1/4 and part of the Northeast 1/4 of the Southwest 1/4 of 0� �\ /w � \\ ?- F \ I Js, \ Section 29, T-2-N, R-13-W, Pulaski County, Arkansas, being more particularly described as follows: Oari i M.F.E. \01 N \ tS COMMENCING at the Southwest corner of said Northwest 1/4 of the Southwest 1/4 of Section 29; °5 G Al e 15-R. ��/ \ 5� 25' DRAINAGE EE EMENT � \� thence South 87° 35' 29" East along the South line of said Northwest 1/4 Southwest 1/4 a distance ' jj �hp�pti �,� 5 oN // \ v &BUILDING SETBACK LINE I J 01 of 985.57 feet to the POINT OF BEGINNING; thence North 200 33'13" West a distance of 407.31 sr p� Z 396 I �` feet; thence along a curve to the left having a radius of 435.45 feet an arc distance of 139.48 feet and a l ° \ chord bearing and distance of North 609 57' 20" East a distance of 138.88 feet; thence North Pg AO. L 0.220 OG \2 \ S S� \ I \S \ \ Y 8 AC. �. �1� \ rr �° I �S 43° 00' 53" West a distance of 60.24 feet; thence along a curve to the left having a radius of 375.46 OOSOt� �84°4 '17'E VP /p O gG� �,) E, S� �%/ feet an arc distance of 17.91 feet and a°chord bearing and distance of North 51' 10' 55" East a S7. 2 ,� r9 ON& 65 • L �. 39 00 t9, I distance of 17.91 feet; thence North 49 48' 57" East a distance of 311.89 feet to the West right of CH. o \ A y: y2 t �' \ F I wayline of Hinson Road; thence along said West right of way the following el tt (8) courses and distances: 9 j9., s O 9 9 Y g g \ 2 F a'• \ 3�, / 5� 0� \ ys FOUND 1/2" 1) South 44° 34' 54' East a distance of 197.61 feet; 2) South 40° 15' 54" East a distance of 4 \' 9� `' C\' O \�' \ • un I REBAR v Oro 4 0 ti \ 90 155.52 feet; 3) South 44 23' 12" East a distance of 203.91 feet; 4) South 29 2t' 24" East a 09�� \�ryg b0 0.237 Gr' \ c, 10' UTILI Y AND/OR dis48'ance Eastoa distance nce35 eolf 17.33uth feet: 7100 0Soutth 46818st e28" Eastt afdisO4.47 tan efoft164).73ofeet; 8) thence along AC 6 9. DRANA E EA EMENT \ O $/ � "�S' 6j 6•�-y y s '� a curve to the right t having a r J�UU 1e. �3,t- 41 ♦ F.E.Ea // i SZR° 9 g radius of 29nce feet .9 arc distance of t on feet and a chord bearing and \\ distance of South 31° 17' 43" East a distance of 152.90 feet to a pint on the South line of said / 5' UTILITY AND/OR 3h' Q 9/6S b ^j0�.5g 0.263 3 2.00 /� 4 ��� \ Northeast 1/4 Southwest 1/4; thence North 87' 43' 20" West along said South hie of said Northeast DRAINAGE EASEMENT &J \ p Z tS' L AC. N41 09'30"E 33. CO9 \ /. \ 45' I J 9• 1/4 Southwest 1/4 a distance of 543,26 feet; thence North 87° 35' 29" West along said South line BUILDING SETBACK LINE G\\� \ CF GT \r\b5 UTILITY AND/OR \ 25? SET PAGIS �' ��, \ of said Northwest 1/4 Southwest 1/4 a distance of 331.81 feet to the POINT OF BEGINNING, Q9i !/ DRAINAGE EASEMENT & \ \` containing 409,575 square feet or 9.403 acres, more or less, 3 0\ \ y�> �Y MONUMENT \ 9 q 5 0 °3 "31 p9GY\. •P• \\ S� "C \ BUILDING SETBACK LINE��/��\Q� �• \051-0302 �� 0.361 p5 ZO• \� \ 2\�C \ \ �i/� �161 \\ \ S% ` % 5 59 0•E Z3•� p\ AC. �a9. 365 Se; p \ c2`s 2 \\ �� Z 0 55� g59 y2°Z, OIO N� r\\ ` t\ o>''`\ 32 \ a� I \ �S \ 563°A3 �\ (f S�MA3A6G \�i,� u'`'OS\*\L // y9O 42 M.F.E. o \ \ ` \cei S 394.00 c?.'; FLOOD WAY 10' BUILDING / �O P\NPc,�32\30 / 11 N © �� \ 10' UTILITY 0.270 \\ \ SETBACK LINE 4 9 O1 S14 Il�r, I v, AND /OR AC' \yb ; FOUND 1/ OAC ,4-\b / 96 i ; 1 \F Zoe \\ DRAINAGE \31 yi I\ \moo \ REBAR S \ p3� \•E 55• 11 �` Q\\ a�\\ ASEMENT 55,pA"�/ M.F.E. I \ cv \ 1 s0° a 6y ,3 •pa6 \Tr. ' \ S6l° / GN, 395.Oq \ o J0 ��, ' \ / 0 \9' 1 \ \ 5! 0 LL \ 2„NJ 3 10' UTILITY\V '.` �% / 4 8 22\9 . " I I II� \ \ \C12 5A O 4 3 DRDAINAIGE \\ \ 6° 10' UTILITY AND/O \ 26e Iro \ \ 0.260 EASEMENT \ DRAINAGE EASEMENT OAC7 OS°h2 / 1'1 0 \ \ AC. CH I \ BUILDING SETBACK LIN \ FOU 1/2" / . ' I`Z y0 W 31.67 I, �, REBAR 12 �s� \ r110°2g'Ot J• o •3g'5>D� r- /� + \ FOUND 1/2" t r Q1 \\• 1'1 \IJ L1 gl7 - ��I q \ \ 9.403 ACRE _ REBAR 1 \ y \'. 5 UTILITY AN /OR \ \ OPEN SPACE V NW1/4 SW1/4/ °39\ �"� ' DRAINAGE EA ACK L &\ c\0 N53�C ° BUILDING SET ACK LINE -O \ \ N• . / N30 41'00'• SECTION 29 W 47 6pa \ Wes/ E 53.00'CFf, I M.F.E. /> X-SET PAGIS 100 YEAR0.373 ro • \\ FLOOD PLAINo AC. Nroh%off G'r�_�44397.00 / MONUMENT P h __ - / 2061-0303 NE 1/4 SW1 /4\ ; " • j p Z \ 0.490 I / 100 YEAR \ O ^��/`Lp 05 �1. N• N A�. ' - / - ,/- SECTION 2 9 V. w \�Sr• i /. FLOOD PLAIN r1 ram, FOUND 1/2" O, 2Q Sr.\ / Co� `o \ R I /�. o REBAR 14 \ \ •/46 Lnrn 45 SW CORNER �S( 0.381 N: w 0.403 \ \ NW11/4 SW1/4 \'o \ AC O AC I / /� \ \ ��5� PROPERTY LINE SECTION 29 r�'y\6�a 0I ? I\ / • a �° . CURVE DATA _ FOUND 1/2" REBAR 10' BUILDING Oti \ \ \ 1��0� DELI 9 3'33' 0" SETBACK LINE I /� 10' UTILITY AND/OR RA S 299.69' S87°35'29"E 985.57' 11g 00 I 1, DRAINAGE EASEMENT & \y� ` A C 154.61' 75.74i0.04' -- ' ' 187.72: - I ti BUILDING SETBACK LINE \ \ T NGENT 79.07' 125,72' 69.15' _ N87° 5'36"W 305.72' - I (n \ t�1 p • . u 10.00' \ FOUND 1/2" REBAR P 10. B. • N87 35 29 W 3 $�' FOUND 1/2" REBAR SW CORNER > u 10.26' SOUTH OF LINE 10.99' NORTH OF LINE FOUND 1/2" BENT BURNT TREE SUBDIVISION SW CORNER N87'43 20 4V 43.26' PIPE 0,34' NORTH I PLAT B-468 NEIIWINDSOR COURT TOWNHOUSES I 4 3 OF LINE 2 1 I SECTION 29 \ Q PLAT A-825 \ S:\2003PR0\303-126\FINAL LAT LOT NO. ONE `ttN t l 1 n ►►q►►►�' •��c�teTEp,. N"N 7(.4a Tit. ���►►llllllll\'tt�` CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide so id Jestate ' ccordo a with this plat. c\ ' / l 0 ` Date of Execution Na a EV-Mark Development, LLC Ad ress P.O. Box 241850 Little Rock, Arkansas 72223 Source of Title: Instrument No. 2003-079190 CERTIFICATE OF SURVEYING ACCURACY I, MICHAEL WATSON , hereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution B. Michael Watson Registered Professional Land Surveyor No. 957 Arkansas CERTIFICATE OF ENGINEERING ACCURACY 1, WES LOWDER , hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Wes Lowder Registered Professional Engineer No. 4943 Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. This certificate is hereby executed under the authority Of said rules and regulatio ( , Date of Execution L.R. PG-nn Commission CERTIFICATE OF RECORDING 1 tT.hi's' doocum!nt�, ,l_umber cOg001V(nA' filed for record avers-,��.pl�,, in Plat BoQok}-14 Page A -)- (Signed) l�K.\ ,AROI YI\I 4Td l I=y q- imp AT r' �•g 50 25 0 50 100 Scale:i"=50' MEWArchitect°-Svglne•ro-8vrvyre THE MEHLBURGER FIRM DSGN o G3CM�3[ Old DOO 6Mf1[G143 THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVrCES, IS THE PROPERTY OF THE MEHLBURGER FIRM AND IS NOT TO BE USED IN ANY OTHER DESIGN WITHOUT EXPRESS WRITTEN PERMISSION. THE MEHLBURGER FIRM II O $OALE BAR BAR IS ONE INCH ON ORIGINAL DRAWING. 0 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. FINAL PLAT OF PART OF THE NW1/4 OF THE SW1/4 & PART OF THE NE1/4 OF THE SW1/4 ALL IN SECTION 29, T-2-N, R-13-W, PULASKI COUNTY ARKANSAS ' PHASE I SHEET 1 of 1 DWG HICKORY GROVE SUBDIVISION No. LITTLE ROCK A R K A N S A S DATE 10-12-04 ' PROD run 303-126 DR SDN CHK BMW 1 t0-14-04 REVISED FLOODWAY AND FLOODPLAIN BOUNDARYS 8 LOT CONFIGURATION SDN BMW APVD BMW NO. DATE REVISION BY APVD 201 South Izord a Little Rock, Aft 72201 ❑ 501/375-5331