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HomeMy WebLinkAboutS-1569 Map 5MWW (BWB)Prelim Plot_recover.dwg L\2005\05911780 - SCM Ives Walk Survey\Survey\dwg\ 05911780 22X34 1=1 4/18/07 10:31 am Xrefs: [L: \2005\05911780 - SCM Ives Walk Survey\Survey\dwg\, ROT-040507-IVE-BDY] mages [C:\, IVES FEMA Flood Map.jpg] [L:\2005\05911784 - Ives Walk Site Design\Drawings\, FM0501810107F.tif] hN Il SCALE: 1" = 40' 40 20 0 40 BASIS OF BEARING: ARKANSAS NORTH ZONE NAD 81 BASED ON PAPS MONUMENT 2016. LEGEND N 140465.5545 Coordinates E 1230933.5553 ® Found Monument O Set 1/2" Rebar With Cap -- Property Line - - - - - - Building Set Back Line Flood Boundry PART OF THIS PROPERTY LIES IN A FLOOD ZONE. BASE ELEVATION 257' AS SHOWN ON FIRM MAP PANEL 0501810107F, OCTOBER 19, 2001 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, plot and subdivide said real estate in accordance with this plat. (Signed) P ' le IL 'jvus,-,y w tee, I2a,, e� WC•'LSs,­ e A Date of Execution Name - Address jjLj, gy,,c Source of Title: D.R. Page instrument o. �a,1-�111 u1 n,pq _.o� a��N%kjypi �'•_ CERTIFICATE OF RECORDING `1gt3 This document, number �0�' filed for record 1 , 20 in Plat Book ::I,- Page 01-`) MEMO- & Recorder 29th STREET CERTIFICATE OF ENGINEERING ACCURACY 1, William Earl Mott Jr, 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. qgned) Date of Execution William Earl Mott Jr, Registered, Professional Engineer No. 9250 Arkansas CERTIFICATE OF SURVEYING ACCURACY I, Lanny Beavers, 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 (Signed) Date�on La Beavers, Registered, Professional Land Surveyor No. 1392 Arkansas CERTIFICATE OF FINALAPPROVAL 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 regulations. L R. Mrining Commission Date of Execution 1[ijl11 THERE WERE FIVE TRAVERSES PERFORMED ON THE IVES WALK SURVEY BOUNDARY TIES. ADJUSTMENT TO STATE PLANE COORDINATES YIELDED A RELATIVE RATIO OF ERROR OF 1 IN 675.768. THERE WERE FOUR OTHER TRAVERSES RUN FOR BOUNDARY TIES AND TOPO WHICH YIELDED CLOSURES OF 1 IN 19330,1 IN 14630, 1 IN 20516, 1 IN 34873. PART OF THIS PROPERTY LIES IN A FLOOD ZONE. BASE ELEVATION 257' AS SHOWN ON FIRM MAP PANEL 0501810107F. OCTOBER 19, 2001 1 kp a O N ((D CD 3 :3 Z .�+• 0-CD O j z Ln Cb I V 00 1 N 141240.0489 , N 141222 5315 �4z G (POINT OF BEGINNING N i41224.Oi s7 I E 12370 5.315 SET 1/2" REBAR N8V6IO- S86'56"10"E E�QQE 149.03' 322.77 SET 1/2" REBA I - - - - - - - - - - - 15�BUILDINC - N81 56'10'W r- - SET BACK 150.97 I N86'56 0"W N No ! 1 22.1 N ---- I 7 w LOT 18 1 m W I I - / 5 2 HD / 0.222 AC. / / 20' R 12 51' I olo I LOT 1 / -- N86�5610E - .- ---J 6 __ i46.a�/"--- ----- I I FF=2 0.50 I s ! LOT 19 I N W I Ulq I m _ _ O _ D w O`20 ow � to F I �.._qo F . / � �6,e�s 1� I I �_. d`L�._.... `-- ...E N cC� / hQ0.OV b83 CN I o -- N8656 10 F - --i d -off 20' ©m _ 45.90' / �a°>3` WATERLINE! D� I� �EASEMFN 1 0 U y 0.256 AC. / I FLOOD ZONE AREA LOT BASE FLOOD ELEVATION 257' Im LOT 4 / �5 i 0.215 AC. ti y �_; / LOT 3 1 0.261 AC. SET BACDINGK (TIP.) J/ 2 j / FF-- L 6 O. O ; 137�i4'- ' o^ L -- 1 / I12.a� _ _-_- I aW I LOT 6 / y I 0.204 AC. _ " LOT 5 / i om 0.169 AC/ L 3 I FF-259.50 N86'S6'10"E n< I N� ,13 t 5-_ ---.� - - _ _..l nlao' ---�-- a l LOT 8 I 3I I I I 0.210 AC. I �� 1 I LO 7 I 11 I T I 0.1 3 AC. I ----,--------- I ' ' I FF 25 i _-� 9.50 86'56',0"W - -J 06.83 - -- �I mf�i I cz ; , oINN O I mo I LOT 10 I 0m W I I C N OCo <DC . O ON O -I I 0.217 AC. I n � I. i 9 I OW LO "o } _ I zo __ mov7 I 0.1 1 AC. r-- --� �� N 140784.6053 _.-,_._ _ ____ __ z I FF i231 oil. 495 r� L _ 259.50 1 �l - - - _ _ ,.___._ N� 86'5610"E - - - - I SE{-t/KEBAB SET 1/2" REBAR r - - - 147 98 - - - ( L. _ J A N2.50 4'40"W 31 ..-_...._.._ 1 _ _-_ _. I ' N 14 785.1336 LOT 12 I -� I E 7231000.0065 I to F I 0.225 AC. SD248E''W 71 I I-0T 11lcx� _-- ; o� 1 m_6',G'E - z FF 259.501 I I -� _ __ I N8656'10'W _ J O 7 LOT 14 ��` ,' I- 3.T _ I ro?/I oW I 0.226 AC. n I Z ill - _ wd I LO 13 I mN g J F 14553' -- -- 0 Ae FF 259 .50 I 1 / I o j LOT 16 I G -- N I 0.240 AC. 'Shy / a656'-DW --j_ r e'oa2-P,h`I' 1 2.31F -- 173 < 0 T 15 I ° 319 A C. I < 7 6' N82'OTp e �i �,PONS'� e \ rF=259.50 I J-0 CURVE DATA CURVE 1 RADIUS: 210' LENGTH OF TAN: 202.36' DELTA ANGLE: 83'30'41" CHORD BEARING: N41'21'43"E DISTANCE: 210.60' CURVE 2 RADIUS: 170' LENGTH OF TAN: 210' DELTA ANGLE: 55'12'42" CHORD BEARING: N26'12'43"E t NB2•or_3 , LOT 17, / \ � 1 1 ,< 0.274 AC. / v .v Ir ,ti �s \ / \ I N N tiL� - - - -' - - - _ _ _ _ \ I f/_N 140455.5545 ^i89'06'09'l1' 10' BUILpiNG 1230983.5553 SET BACK N8B'06'09"W ,.{ FOUND 1/2' REBAR N88'06 09"w 2877�'"�L-� ��.----�9.70- 140475.0 0 SET 1/2' REBAR N E 140475..0730 WITH CAP (TYR) `\\`�k1\11111111111JJJJ!!// STATE OF'. % NRKANSgA� .� FJs �• R �p♦•SJ�\\. DNA( LAND !J'Innnnull` -0 -ri P IVES WALK SUBDIVISION IV LEGAL DESCRIPTION Beginning at a set 1/2' rebar at the northwest comer of Lot 5, Block 12, Pettifer's Addition, Little Rock, Pulaski County, Arkansas; thence S86'56010'E along the line between Lots 4 & 5 and 8 & 9, Block 12 Pettifer's Addition, 322.11 feet to a found 1" pipe at the northeast corner of Lot 8, block 12, Pettifer's Addition; thence S02'15'36"W 100.00 feet along the west right of way line of Rock Street to a set 1/2 " rebar, thence N86'56'10"W 23.36 feet to a set 1/2" rebar; thence across 29th Street, S02'58'23"W 340.00 feet to a set 1/2'rebor at the north line of 30th Street; thence N87'34'40"W along the north line of 30th Street 12.5 feet to o set 1/2"rebar; thence S02'56'47"W across 30th Street and through Lot 31, 320.00 feet to a set 1/2"rebar; thence N88'06'09"W 287.70 feet to a found 1/2" rebar on the east line of Cumberland Street; thence NO2"58'23"E 766.00 feet to the point of beginning, containing 5.215 acres more or less. GARVER ENGINEERS "Building Your Future With Integrity and Trust) 1010 BATTERY STREET • LITTLE ROCK, ARKANSAS 72202 (501) 376-3633 www.garverengineers.com o I LITTLE ROCK, ARKANSAS FINAL PLAT