HomeMy WebLinkAboutS-1569 Map 1MWW (BWB)Prelim Plat-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]
Imaqes: FC: \, IVES FEMA Flood Map.jpg] [L: \2005\05911784 - Ives Walk Site Design\Drawings\, FM0501810107F.tif]
N
SCALE: 1" = 40'
40 20 0 40
BASIS OF BEARING:
ARKANSAS NORTH ZONE HAD eS BASED ON PAGIS MONUMENT 2016.
LEGEND
N 140465.5545 Coordinates
E 1230983.5553
® Found Monument
O Set 1/2" Rebor 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,
plat and subdivide said real estate in accordance with
this plat.
(Signed)
e i< vas'-o w tee,
Da a of Execution
Name 'k s -
Address 1
Source of Title; D.R.
Page
nu rumen o.
CERTIFICATE OF RECORDING `p'i3
This document, number )GQ22 filed for record ill % , 20
in Plat Book , Page (;' 9
I (Signed) 1 _ _
II
& Recorder
ZYth STREET
f
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.
plteof 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
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.
(. )
Date of Execution
L R. nning 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
a.
POINT OF BEGINNING
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SET I/2" REBA I, �R°� III
56
I - - - - - - - - - - - 1 E SET BACK 0.BUILDING I - - N 8150.97 T - - -
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m I LOT 18 I & / S
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_ I 0.222 AC. �lg I LOT 1 /
F 0.3a4 AC. �._..
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N / 0,261 AC.
/ FF=260.10
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ERLIN I I I
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/ BASE FLOOD ELEVATION 257'
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M" 3 0.169 AC/.
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i47 98 ��' I- - - i L
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1. ,tiffs FF=260.00
?h- _
,� N - _ _ _ _ _ _ N 140465.5545
/ E 1230983 5553
u N88'O6'09"W 10' BUILDING N88'06'09' W
238.00 SET BACK
ri FOUND 1/2- REBAR �e��r�l �� ���0 49.70'_ .
N88"O6 09 w 28Z� --
SET 1/2" REBAR
N 14G475. 00 WITH CAP (TYP)
E 1230696.0130
o```REGISTER£p''
:• STATE OF
ARKANSAS '
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IVES WALK SUBDIVISION
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LITTLE ROCK, ARKANSAS
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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'
TA
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 S86'56'10'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'rebar 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'rebor; 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 I ENGINEERS
"Building Your Future With Integrity and Trust)
1010 BATTERY STREET - LITTLE ROCK, ARKANSAS 72202
(501) 376-3633 www.garverengineers.com