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05911780 22X34 1=1 4/18/07 10:31 am
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SCALE: 1" = 40'
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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
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N 140475.0800 SET 1/2" REBAR
E 1230696.0130 WITH CAP (TYR)
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STATE OF
ARKANSAS
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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'
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.
GARNER I ENGINEERS
"Building Your Future With Integrity and Trust)
1010 BATTERY STREET • LITTLE POCK, ARKANSAS 72202
(501) 376-3633 wvvw.garverengineers.com