HomeMy WebLinkAboutZ-3592-I Map 1CERTIFICATE OF SURVEYING ACCURACY
GREGORY T. SULLIVAN 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.
Z� %01
Date of Execution Gregory T. Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, MARK L. WRIGHT 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.
Date of Execution M rk L. Wright
Registered Professional
Engineer No. 6074
Arkansas
F
t `�9751�
a r
} 4
No.607�;
����
f ®=12° 57' 42"
/ T=47.71' 1
R=420.00'
L=95,01'
N14045'39"E
O 60,00'
' 5
Q jL�12° 57' 42"
T=54.53'
R=480.00'
® L=108.59
W �
Q
Q
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.
Date of Execution L. R.3
Com fission
CERTIFICATE OF RECORDING
T Is ocument numb 102= filed for rd
12. in Plat Book /S_- Page
(Signed)
S81°43'12"E
94,81' CHORD
S88012'03"E
(� N88-12'03"\
-N81043'12"W
108,35' CHORD
SW CORNER
SE 1/4, NW 1/4 'a N 880 08'01" VIl/
SECTION 9
T -1-N, R -13-W
(ftuf't Courtly Clerk & Recorder
Clerk
N65054'10'E
74.01'
11 N 890 56' 12" E 561.67' 12
�191'1a46.71
� �- �7.5' SEWER EASEMENT
8 17V DEDICATED THIS PLAT
CO- ° /
V �15' SEWER EASEMENT
co T 1
0 (0 I' '�`� / DEDICATED THIS PLAT
o
z
10 `
I LOT 6
±7.515 ACRES
M� 1
d' N
ODLo I
r N
° N
7 5' DRAINAGE & UTILITY
NE CORNER
zSE NW 1/4
SECTION 9
T -1-N, R -13-W
,
\a
1e
15' UTILITY EASEME�T_,e\ X,
DEDICATED THIS PLAT e 0
` e �
S�1°11'16"W
Z I EASEMENT - DEDICATED ®=400 36' 41" - 1. 1,
THIS PLAT T=155.41'
O9 I N01 47 57a E R=420.00'
X 50.67' L=297.70'
421.31'
CON. MON.
PAGISd 20'
335.81' O 155.6:
N
10' DRAINAGE 8 UTILITY
EASEMENT - DEDICATED
THIS PLAT
W. 1
LO
72.7
LOT
53
' P PI�P� WEST ADDITION
PI_Ff ; BCCK C, PAGE 046
FLOOD PLAIN CERTIFICATION
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100 -YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0010 E, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993.
DATE: Z S
GREG01W7 SULLIVAN
AR PLS NO. 1096
GENERAL NOTES
N88°12'03"W 521.74'
EXECUTIVE CENTER D
b78 12'03 545.OT-
25' BUILDING SETBACK
/
\ 25' BUILDING SETBACK
/\
CID S88°12'03"E
I 0) I 62.24'
tt
-e1.40° 36' 41"
T=177,61'
R=480,00'
L=340,23'
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.
WESTROCK PARTNERSHIP - AN ARKANSAS
GENERAL PARTNERSHIP
oZ ���9fi Name 9"04
Date of Execution ROBERT A. VOGEL OPEN AL PARTNER
A311
` Name
Date of Execution GUS BLASS II, GENERAL PARTNER OF
CAPITAL PROPERTIES, LTD.
q GENERAL PARTNER
-Z/5-Z/51 Name
Dat of Execution C-HPSTER D. PHILLIPS, PRESIDENT
PHILLIPS DEVELOPMENT CORPORATION
GENERAL PARTNER
11218 FINANCIAL CENTER PARKWAY, SUITE 300
Address LITTLE ROCK, ARKANSAS 72211
Instrument No. 95-34737
",
51
\'gym
O 1
O.
S�
15' UTILITY EASEMENTS
DEDICATED THIS PLAT
1 IPF 16
I
OD
CID
l
�I
F
Engineering ° Planning
--5�e-/.�
Land Surveying
/
Landscape Architecture
PROPERTY DESCRIPTION
EASTING
DEDICATED THIS PLAT
10809 Executive Center Drive
Part of the Southeast 1/4 of the Northwest 1/4 and part of
Suite 210
the Southwest 1/4 of the Northeast 1/4, all in Section 9,
Little Rock, AR 72211-6021
Township 1 North, Range 13 West, Little Rock, Pulaski
Telephone 501.221-7880
County, Arkansas, more particularly described as follows:
Fax x501-221.7882
BEGINNING at the Southeast corner of said Southeast 1/4 of
146880.9460
the Northwest 1/4; thence along the South line of said SE
wI
1/4, NW 1/4, North 88°08'01" West 745.81 feet; thence North
0
mQa ®"
01"54'59" East 438.84 feet to a point on the South right-of-
LOT 3
way line of Executive Center Drive; thence along said right-
15
of-way line North 88°12'03" West 335,81 feet; thence
I
continuing along said right-of-way line on a curve to the
147330.0804
right having a radius of 480.00 feet, an arc distance of
±5.495 ACRES
108.59 feet and a chord bearing and distance of North
I
81043'12" West 108.35 feet to a point on the proposed
fO
Easterly right-of-way line of Bowman Road; thence along said
om��4
proposed right-of-way line North 14°45'39" East 60.00 feet to
1192343.9013
a point on the North right-of-way line of Executive Center
147403.7044
Drive; thence along said right-of-way line on a curve to the
COPYRIGHT: 19
left having a radius of 420.00 feet, an arc distance of
DEVELOPMENT
95.01 feet and a chord bearing and distance of South
CONSULTANTS, INC.
81043'12" East 94.81 feet; thence continuing along said right-
SCALE
of -way line South 88012'03" East 421.31 feet; thence North
1®' a 100'
01°47'57" East 50.67 feet; thence North 06018'43" West 225,29
147376.8235
feet; thence North 00003'48" West 161.70 feet; thence North
20
89°56'12" East 561.67 feet; thence North 65054'10" East 74.01
DRAWN BY
BRW
feet; thence South 27036'17" East 433.27 feet to a point on
147427.4656
the North right-of-way line of Executive Center Drive;
CHECKED D�
thence along said right-of-way line North 51011'16" East
11925281041
311.21 feet; thence South 36°40'15" East 345.19 feet; thence
147651.3913
South 87°41'30" East 550.09 feet to a point on the Westerly
APPROVED BY
right-of-way line of Centerview Drive; thence along said
1192382.7779
right-of-way line on a curve to the left having a radius of
147813.0907
930.00 feet, an arc distance of 86.17 feet and a chord
23
bearing and distance of South 25059'43" East 86.14 feet;
® QTE ' 1-.31-86
thence continuing along said right-of-way line South
147813.7117
28041'30" East 357.88 feet; thence continuing along said
24
right-of-way line South 17°28'21" East 28.74 feet; thence
1192342.1088
along a curve to the left having a radius of 25.00 feet, an
arc distance of 41.76 feet and a chord bearing and distance
of North 66030'33" West 37.07 feet; thence along a curve to
the right having a radius of 325.00 feet, an arc distance of
149.24 feet and a chord bearing and distance of South
79013'47" West 147.93 feet; thence North 87°39'51" West 35.94
feet; thence South 02°19'30" West 117.29 feet to a point on
the South line of said SW 1/4, NE 1/4; thence along the
r
South line of said SW 1/4, NE 1/4, North 87°37'45" West
1160.73 feet to the POINT OF BEGINNING, containing 33.842
acres, more or less.
S 87 30. E 550,09'
5 UTILITY EASEMENT Li= 0 5 ° 18' 31
DEDICATED THIS PLAT
=43,11'
R=930.00'
L_86.17'
15' UTILITY EASEMENTzZN
S 250 59' 43" E
86.14'
CHORD
°
PL.i�f ti .L ', eCi 2c9
172, 428° / I I P ®8 Z I R=325.00'
/ SE CORNER L=1r4�9.24' e 1
NT
h I SE 1/4, NW 1/4, 15' DRAINAGE & UTILITY S79°13'47"W
EASEMENT -DEDICATED 147,93' CHORD � IPF
11 272d'-°�
SECTION 9, THIS PLAT /Ip
_ T -1-N, R -13-W P IPF 0
10' UTILITY EASEMENT 1. UTILITY EASEMENT 23 22
DEDICATED THIS PLAT I c•
70.5iLJ 545.00' I I DEDICATED THIS PLAT
pc - - - - - - � L - 200.81' N87039'51"W
aa`..............................................................
i -- -_ r- THIS PLAT 35.9 4
, PF
- I _ I DEDICATED T SME
t
--Oil' V--„_- I --- i ---- '----I 1' PIPF�. - - 1.� _ _- ._ _7 5 4'
-- , -
" 1, _ _ 4TR 6 N 8�° 7'1 5 - - - - -- - - - S 2°1
- _ 0 0 W
3 is J 9aq u
LOT
LC LSI LUT LOT W T _ -4 pseT JJ
LST f 1110.7 -i__
L07 - 32 1 33 34 35 3S LOT 1( CIT L07 117.29'
i85 E 957 tli 88 189 ( 190 i <I 1 T t.O; LO r f oana}rv�ctai. 1'i 24
j 1a {i r OT LCT
- 19 194 l.� „ Lt.T LOT LOT
l { 195 196 ., t LOT
t �.�. ,=�7; 198 f I 199
200
I
jfn
J,w„ jw
ANDPIPER V'u L_ S TACC�.TICi�` s { �Q
SA DPIPER ADDITION - PF.a�;� II
PLS,? 3OOK C, ��A G _ t� J.,t
'{ AT BOOK A, PAGE 9,89
1, BASIS OF BEARINGS - STATE PLANE
COORDINATES.
2. 1/2" IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERWISE.
3. ERROR OF CLOSURE - 1:39,000
/,15' SEWER EASEMENT
STATE PLANE
COORDINATES
-
#
NORTHING
EASTING
DEDICATED THIS PLAT
#
DEDICATED THIS PLAT
/
EASTING
I
I
1191182.3743
dS
ry
1191144.8443
2
146880.9460
1190436.9598
wI
147459.9821
0
mQa ®"
N�
LOT 3
1190451.6338
15
LOT 2
I
I
147330.0804
1190115.9931
±5.495 ACRES
v
I
& UTILITY
DRAINTGEDEDICATED ±10.386 ACRES
fO
1190008.7676
om��4
147356.0144
1192343.9013
to
147403.7044
EASEME16'
THIS PLAT
18
147278.59 35
I
`CCy
LOT 1
147390.0508
1190117.8768
Z
� •
�
N1
o
147376.8235
±8.126 ACRES =26° 18' 37" 9
T=75.96'
20
146937.2.372
1192562.1015
9
147427.4656
1190540.5681
21
146952.0'31
172, 428° / I I P ®8 Z I R=325.00'
/ SE CORNER L=1r4�9.24' e 1
NT
h I SE 1/4, NW 1/4, 15' DRAINAGE & UTILITY S79°13'47"W
EASEMENT -DEDICATED 147,93' CHORD � IPF
11 272d'-°�
SECTION 9, THIS PLAT /Ip
_ T -1-N, R -13-W P IPF 0
10' UTILITY EASEMENT 1. UTILITY EASEMENT 23 22
DEDICATED THIS PLAT I c•
70.5iLJ 545.00' I I DEDICATED THIS PLAT
pc - - - - - - � L - 200.81' N87039'51"W
aa`..............................................................
i -- -_ r- THIS PLAT 35.9 4
, PF
- I _ I DEDICATED T SME
t
--Oil' V--„_- I --- i ---- '----I 1' PIPF�. - - 1.� _ _- ._ _7 5 4'
-- , -
" 1, _ _ 4TR 6 N 8�° 7'1 5 - - - - -- - - - S 2°1
- _ 0 0 W
3 is J 9aq u
LOT
LC LSI LUT LOT W T _ -4 pseT JJ
LST f 1110.7 -i__
L07 - 32 1 33 34 35 3S LOT 1( CIT L07 117.29'
i85 E 957 tli 88 189 ( 190 i <I 1 T t.O; LO r f oana}rv�ctai. 1'i 24
j 1a {i r OT LCT
- 19 194 l.� „ Lt.T LOT LOT
l { 195 196 ., t LOT
t �.�. ,=�7; 198 f I 199
200
I
jfn
J,w„ jw
ANDPIPER V'u L_ S TACC�.TICi�` s { �Q
SA DPIPER ADDITION - PF.a�;� II
PLS,? 3OOK C, ��A G _ t� J.,t
'{ AT BOOK A, PAGE 9,89
1, BASIS OF BEARINGS - STATE PLANE
COORDINATES.
2. 1/2" IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERWISE.
3. ERROR OF CLOSURE - 1:39,000
200 100 0 100 200
SCkLE
EXISTING SLOPE
EASEMENT
S17028'21"E
28.74'
A=95° 42' 01"
T=27.62'
R=25.00'
L=41.76'
N66030'33"W
37,07' CHORD
I,Ei11U
#lilts' 1
\taRW\5190FP1
Z
STATE PLANE
COORDINATES
#
NORTHING
EASTING
#
NORTHING
EASTING
1
146856.6561
1191182.3743
13
147843.9281
1191144.8443
2
146880.9460
1190436.9598
14
147459.9821
1191345.6062
3
147319.5375
1190451.6338
15
147655.0423
1191588.1060
4
147330.0804
1190115.9931
16
147378,1701
1191794.2610
5
147345.6845
1190008.7676
17
147356.0144
1192343.9013
6
147403.7044
1190024.0546
18
147278.59 35
1192381.6539
7
147390.0508
1190117.8768
19
146964.6555
1192553.4710
8
147376.8235
1190538.9774
20
146937.2.372
1192562.1015
9
147427.4656
1190540.5681
21
146952.0'31
11925281041
10
147651.3913
1190515.7994
22
146924.3688
1192382.7779
11
147813.0907
1190515.6207
23
146925.8,.37
1192346.8669
12
147813.7117
1191077.2862
24
146808.6,118
1192342.1088
200 100 0 100 200
SCkLE
EXISTING SLOPE
EASEMENT
S17028'21"E
28.74'
A=95° 42' 01"
T=27.62'
R=25.00'
L=41.76'
N66030'33"W
37,07' CHORD
I,Ei11U
#lilts' 1
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