HomeMy WebLinkAboutS-1599-C Map 6N
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LEGEND
• FOUND MONUMENT
O SET 1/2" REBAR
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VICINITY MAP
NOT TO SCALE
Property Description
Lots 4B—R, Shackleford Crossings Addition, City of Little Rock, Pulaski County,
Arkansas as filed for record as Instrument No. 2010072371.
CROSS ACCESS
LOTS "B" & "C$' ARE SUBJECT TO MUTUAL CROSS
ACCESS AGREEMENTS AS DEFINED IN THE "FIRST
AMENDED AND RESTATED DECLARATION OF
RESTRICTIONS & GRANT OF EASEMENTS" DOCUMENT,
FILED OF RECORD AS INSTRUMENT NO. 2007037391,
AS AMENDED BY FIRST AMENDMENT FILED AS
INSTRUMENT NO. 2008058837 AND SECOND
AMENDMENT FILED AS INSTRUMENT NO. 2009078062.
LOT C
UTILITY & DRAINAGE EASEMENT — — — -
-— — — — — — PLAT BK. I, PG. 181
N
LOT 4C-R
FOUND
FOU REBAR
o'J D
T
S 02'18'34" W
46.43'
N 02' 18'46" E
127.00
LOT 4B-R2
±0,81 ACRES
STREET BUFFER PER
PCD SITE PLAN �,
0 S
FOUND
'X" Iy couc_
L�_ 282.41 '
10' UTILITY & DRAINAGE EASEMENT
PLAT BK. I, PG. 181
0
6
00
N
` PROPOSED
PROPERTY LINE
Lil
LOT 4D
±1.00 ACRES
0
0
0
,491�� T 26.02'
°
155.41'
g 02' 18'34" W
181.43'
SHACKLEFORD ROAD
(R/W VARIES)
STATE PLANE COORDINATES
NORTHING
FASTING
1
144391.72
1193337.01
2
14451 &
61
1193342.14
3
144673.90
1193348.41
4
144662.59
1193628.26
5
144507.31
1193622.00
6
144481.31
11193620.95
7
144427.01
1 193613.76
8
144380.61
11193611.89
LOT B
FOU
ND O ND
OU REBAR
En
DEVELOPMENT
CONSULTANT:
CERTIFICATE OF OWNER INCORPORATED
We, the undersigned, owner of the real estate shown 2200 NO. RODNEY PARHAM RD.
SUITE 220
and described herein, do hereby certify that we have LITTLE ROCK, ARKANSAS 72212
laid off, platted and subdivided, and do hereby lay off, (601) 221-7880
plat and subdivide sold real estate In accordance with ENGINEERING PLANNING
this plot. LAND SURVEYING
LANDSCAPE ARCHITECTURE
7 / / Owner: ckleford Cro ings' LL
Date of Execution By: Timothy P. B ss, , ---
personally, but in his capacity
as court appointed Receiver in
Case No. CV-2010-1751, 3$
pending in the Circuit Court of
Pulaski County, Arkansas, Sixth
Division.
One Oakbrook Terrace 0 COPYRIGHT
Suite 600 2010
Oakbrook Terrace, IL 60181 W
�I
Instrument No. 2005091972 & 2007037368 SCALE
1" = 30'
SyrDRAWN BY RMB
CERTIFICATE OF ENGINEERING ACCURACY 0 CHECKED BY
I, Michael E. White , hereby certify that this 00 TAS
plat correctly represents a plan made by me, and that APPROVED BY
the engineering requirements of the Little Rock Subdivision TAS
Rules and Regulations have been complied with.
DATE
Date of Execution Michael E. White 01-24-2011
Professional Engineer
Arkansas No. 5073
CERTIFICATE OF SURVEYING ACCURACY
I, Todd A. Shettles , 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. /
Date of Execution Todd A. Shettles
Professional Land Surveyor
Arkansas No. 1527
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
o` said -ules and regulations.
Date of Execution Little Rock Nnning Commission
LOT 4A
I
CERTIFICATE OF RECORDING
$CULT "_-_
� I�--"
2011032448 Received: 6/312011 8:14:22 AM
Recorded: 0610312011 08:28 45 AM Filed &
Recorded in Official Records of Larry Crane,
4 =
PULASKI COUNTY CIRCUIT/COUNTY CLERK
r
Fees $15.00
IN
Signed:
Date: (0 11
Name: creep-
(� �4ff, Clerk
Bill of Assurance
Number: 'U t 1 0 31 4=1
Based on scaled map location and graphic plotting only, the
property shown hereon is in Flood Zone X, which is not in the
designated 100 Year Flood Plain according to Flood Insurance Rate
Map, City of Little Rock, Pulaski County, Arkansas, Community Panel
Number 05018110082 F, Map Revised October 19, 2001.
Bearings are based on Grid North as per GPS observation.
Field Work Error of Closure: 1/90,000
FINAL PLAT OF LOTS 4131111111111111!12 & 4D9
SHACKLEFORD CROSSINGS ADDITION
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AR Al AS
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No. 5073 +,�I
DEVELOPMENT
CONSULTANTS
INC.
No.128
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