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HomeMy WebLinkAboutS-1569 Map 2MWW (BWB)Prelim Plat-recover.dwg L:\2005\05911780 - SCM Ives Walk Survey\Survey\dwg\ Xrefs: [L:\2005\05911780 - SCM Ives Walk Survey\Survey\dwg\, ROT-040507-IVE-BDY] Images: [C: \, IVES FEMA Flood Map.jpg] [L: \2005\05911784 - Ives Walk Site Design\Drawings 05911780 22X34 1=1 4/18/07 10:31 am FM0501810107F.ti 4 fi SCALE: 1" = 40' 40 20 0 40 BASIS OF BEARING: ARKANSAS NORTH ZONE MAD 83. BASED ON PAGIS MONUMENT 2016. LEGEND N 140465.5545 Coordinates E 12309835553 ® Found Monument O Set 1/2" Rebar With Cap I ---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 plat and subdivide said real estate in accordance with this plat. (Signed) Date of Execution Name Address Source of Title: D.R. Page Instrument o. CERTIFICATE OF RECORDING This document, number filed for record 20 , in Plat Book , Page (Signed) 1 (Name) Clerk 29th STREET CERTIFICATE OF ENGINEERING ACCURACY I, 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. (Si ned) , CZ 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 ,% /01 I of Executil Professional Land Survevor No. 1392 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 regulations. (Signed) Date of Execution L R. Planning Commission NOTE: 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 CARVER NGLLCEk No. 766 C CD D 0' POINT OF BEGINNING E 1 31035315 O Ft�Q�QE SET 1/2" REBA{N86' 610 586.56"1 W 322.11' ON 149.03' T SET 1/2" REBA 75' BUILDING 1 N86'$6'f 0"W I r------------ .9T N8'S6 0"W I SET BACK 150r li- - - - - - - 22.7 o N - - a 7 u �N I LOT .0 o / 1I' O 12 51, 0.222 AC R j �a I LOT 1 // - -' L- - - - rvae'4 - - -- - 0.354 / /--- - ---- .�r E J 1 F 260.50 I LOT 19 w _.__ _ =m I 22 Ate. 1. o I / 7 L--__ 0 _1 14871-�-` - 86�56�70_W o-� �.90' / SI EA EME'N7 I 0 "oz N IL. BL000 ZONE AREA I OT2 0.256AC. // -A, BASE FLOOD ELEVATION 257' 10, L - _ --/ i I I ------------- o -7 LOT 4 / , �h7-, 0.215 AC. LOT 3 I � 0.261 5 BUILDING I = % ' / / FF=260.10 I (/ L - - _ _ _ SET BACK (TYP.)_j N/ / --�� �6'S6'10"E - - - / 1 _ - I3Z- 74� �• - ' a % L - - - i- - - - - - _ - - -' / _ ti2.49 N N I ow_ LOT 6 a�`Op -iaml� I O og j 0.204 AC, I M� _" I LOT 5 " a 0.16 9 AD I oN I I M 3 I � _ _ m I FF=259 50 N86'56'1 _ - N LOT 8 1 1 1 1 I 0.210 AC. L07 I �� F o L--- 1 , 1 0.1 3 AC. NB6s�fiiG� --- -J 1 1I FF 259.50 -- - - ?' -f m� I LOT 1 0 OW I KDG 4'- O timm I �N w 0.217 AC. I vnpz ��Ioyxo �u I LO g 0.1 1 AC. N140784.6053 0I FF 259.50 I 1231012.4959 L - - N86 56'10"E - - - - - -I Scr T- /2. IREEAR SET 1/2" REBAR 1477 - - _ 38- - - 1 1 14 40"W 12.50 -- I 1 N LOT 12 I ! _ .. _ _r_T r _I E 140785 065065 w I 0.225 AC. I II 1 I o Z4sfi7"W F I 1 LOT 11 I U oj �____ _ 0.,54 AC. I _ z 1 FF 259.501 F �-- N865y6 f0E - _ -_ -- _ I n I I 4 1 a N86 56'�"W_J y I LOT 14 1 ��ll I �� 7_ 3-7� __ I oN ��m m w I 0.226 AC, 1 I ��6"E LO I mol � 113 v -- -- -7 ,-� I , ° �_ 0.r 0 AC: -I FF 259,50 I LOT 1 N I 6 - - vN �PSy Lpl/�---��- N8656'f0"W 1� 0.240 AC. f ` - J ant'°-O�J cr, 1 236.- lb b L__ I < / O T 15 I �� 319 AC.259-50 7 6 I N82'�T03" e \ a1sB 559d / / \2 I 1 /\ LOT 17 1 �\ I 1 N�N Frye` ____ J - I ou------- -,♦ - -J N105 " m N88T)6'09"W 10' BUILDING \ - E 123 09835553 �� 238.00' _ SET BACK \ N8806'09'•W u _ _ •-, ,.¢ FOUND 1/2" REBAR N88'06 9�W 2877C �� �'���� ����/�� -_ N 140475.0800 SET 1/2" REBAR E 1230696.0130 WITH CAP (TYR) ��11111111111/„� STATE OF ARKANSAS = NO 392 = �'%,SSA •'••.......••S�`���`: '''� �Nql LAB .��`• cb Q D D IVES WALK SUBDIVISION 0- a o IV ML c: CD LITTLE ROCK, ARKANSAS coo K M O V v a FINAL PLAT LEGAL DESCRIPTION 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 DISTANCE: 194.62' 0 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 S8656'10"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 a set 1/2'rebar, thence S0256'47"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. 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