HomeMy WebLinkAboutS-1569 Map 4MWW (BWB)Prelim Plot_recoverAwg L:\2005\05911780 - SCM Ives Walk Survey\Survey\dwg\ 05911780 22X34 1=1 4/18/07 10:31 am
Xrefs: FL:\2005\05911780 - SCM Ives Walk Survey\Survey\dwq\, ROT-040507-IVE_BDY1
manes: FC:\, IVES FEMA Flood
005\05911784 - Ives Walk Site
wings\, FM0501810107F.
4
V
SCALE: 1" = 40'
40 20 0 40
BASIS OF BEARING:
ARKANSAS NORTH ZONE HAD 83. BASED ON PAGIS MONUMENT 2016.
I EMbID
N 140465.5545 Coordinates
E 1230983.5553
® 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,
plat and subdivide said real estate in accordance with
this plat.
(Signed)
i
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
M
)) 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.
(Signed)
..-
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
II1-t%-o--r ( ��
Date of Execution : Lan>�ea rs, Registered, Professional Land Surveyor No. 1392 Arkansa
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
C
CD
z
N 141224.01k
j POINT OF BEGINNING E 123103 .315 O
586'S6"'10"E d)c`Q6
SET 1/2" REBAR N8` 6� 5' 61ja W f�aQ
149.03' 322. 11' SET 1/2" REBA �R
15' BUILDING N86'S6� 7-1
- - - - - - - - - - - - SET BACK 1 150.97'
_ N8 'S6 0"W - �A
I --
- I ------- 22A a
I(----------� >�,
LOT L18 I mlw
/ / 1 R H / 12 .51'
0.222 AC
I �' LOT 1 /
L---_ I _0.3��-AC.
--��-- N86. -". --- -
i-------458E- '--- J FF=260.50 m
I LOT 19 I m12
- I mlw , . p...
v - 0. 222- A C-6o�p` ��
I I ,
L - - - _ I 1 I // yti°FA 6• o O
-j I L_ /1 "� -
148.71---��--�--L N�86'Sb 10_W �N� �9 '� .. (WATER
mN - -- -
y - - - - - - - 45.90' IJNEI
mm--) -- EASEMENT O
'�
N�o I
/
I
0.256 A C.
`
f /
---- I
FLOOD ZONE AREA
/
oOgo
BASE FLOOD ELEVATION 257'
m
153,
v; I
LOT 4
/
0.215 'NC.
/
_
�� / LOT 3
�
f 1
.�w�;�
t
I
/ 0.261 AC.
/
L - -
'
5BDILOING
SET BACK
l- _
I
; / FF=260.10
- - - - - (TYP.)J
N�6714-E--L---
----
1 -44
"W
--- Na612
419
rno I 1 vwiS�, 1
aw LOT 6
f I 0.204 AC. j' LOT 5 / I o
I I M b 0.169 AC.
I-- _ z I FF-259 50 _ --__ _ �� n� I
i-----138.05_�---��--�izn - -__)
1 nfaa --�--
11
I
0 1 LOT 8
N I 0.210 AC.
g l LO 7 I o
I I I I
I 1 I 0.1 3 AC. I
t----------- i I FF 259.50
_ .N 510 E - - -� I
281'- -- --� �- L-
r - - - - f4- J
--- , 06.83_----
�- ----
N yy0
1 LOT 10 �.
0.217 AC. I vmniy� S�`� f ur`azm I I �w
g
LO
0.1 1 AC. r' J N 140784.6053
�^� I FF 259.50 I
zf,. s_
- - - '-_cTy2,2,.1BAR SET 1/2" REBAR
-- - N865610"E J , I
s6 ------� I L-------j
r--.---------,
9.38' N T34"40'W
I I r---- --� , 12.50
------- - N 1407 5.1336
LOT 12 I �. �,' .. 1.- _.-..__I E 1231000.0085
0.225 AC, 3 I I I so,aae'.W
I LOT 11 I u�j
1 0.154 AC. I
FF
---------- I 259.501
r - 152_94'---- I 1
a
I I L __ J
N8656',0'W -
° I LOT 14 1 1 _ 3-7=---
,m moo
26 C
0.2
,w I AC I „� j I 1 mm 1
I / N y/, 1 I I I 1
It
7 / 0.1 (aAC: f"r
' / FF 259.50 1 FI
LOT 16
0.240 AC.N865fi.1 "W --J I,e
J�RJ � I .1F• �' /
319 AC.F -259.50 40
I Am
' LOT 17
He2roT'p3y' i
0.Z74 AC.
FF-260.00� \\ I
1
\ 1
- - - - - - - - - - - - - - - - - - - - - - - - - N 140465,5545
- , ` - - J E 12309B3.5553
N88'O6'09"W f0' BUILDING � -
--�-- --��- 238.00 _ _ SET BACK N88b6'09"W
�• 287.70 -�--�- 4970'
1/2" REBAR N88'06 a9 w - -��--
SET 7/2" REBAR
0800 013 WITH CAP (TYP)
iD13.0
5ew8r Y �:Ce AX 2'\ �-_�ICf
�1 1h-S
G %2�
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: N26'12'430E
DISTANCE: 194.62'
\V�1111111111//�,,,
OF It `��,,•�� R�f,IsrER�,,,% LEGAL DESCRIPTION
•STATE OF %-
? :'GARVER ':v % AR
:wtENGINEERS't _ 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;
nc>:
;_ 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
LLC - - -
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
Sv�j•No. 766;�4 ; Via/t.•�� 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
......•"�,\ � �F•••. P�1"• ��` feet to a set 1/2"rebar at the north line of 30th Street; thence N8734'40"W along the north line of 30th Street 12.5 feet to a set
„lH�ors/ '7�I�Innn1111�1•• ••8''•• 5�`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
DNA( LAt� feet co 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 5.315 acres more or less.
D IVES WALK SUBDIVISION
o Z3 z a o ��r GARVER ENGINEERS
N
ML z C3 LITTLE ROCK, ARKANSAS "Building Your Future With Integrity and "rust)
�1
o cD 1010 BATTERY STREET • LITTLE ROCK, ARKANSAS 72202
(501) 376-3633 www.garverengineers.com
o FINAL PLAT