HomeMy WebLinkAboutZ-3592-I Map 2fW 9 '10=
CERTIFICATE
0 -
CERTIFICATE 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.
Date of Execution Gregory T. Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
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
t'dR� 1i�;9
EM aR
9n No.6074 r ��
A=120 57' 42"
T=47,71'
3 R=420.00'
L=95.01' O
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Vii' a N1404539"E
O 60.00'
5 A
Z 164k12° 57' 142"�
1T=54.53' i
R=480.0'
O L=108.59
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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.
OZ
Date of Execution L.R.arming
Com Isslon
CERTIFICATE OF RECORDING
T Is pocument,,numbsfi--14.2 -filed for Ce rd
in Plat Book /I--_, Page -57
(Signed)`h J4
CAROLYN ALEY, Mull County Clerk & Recorder
Clerk
S81043'12"E
94.81' CHORD
2) S88°12'03"
-N81°43'12"W
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.
NE CORNER
SE N 1/4
SECTION 9
Y4a�aq.nasanyg�T-1-N, R -13-W
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CK\ Date of Execution
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Date of Execution
N65054'10'E
74.01'
7.5' SEWER EASEMENT
45.V 1T DEDICATED THIS PLAT
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Dat6 of Execution
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15' UTILITY EASEMENT -'e\
DEDICATED THIS PLAT \ LP
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S41°11'16"W
Z EASEMENT - DEDICATED 6=40' 36' 41" 11.19' �\
THIS PLAT T=155.41'
N01047'57"E R=420.00'
9 50.67' L=297,70'
25' BUILDING SETBACK
421,31 N88°12'03"W 52174' /
335,81'
108.35' CHORDCq
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37.07' CHORD
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THIS PLAT
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SW CORNER---►� N 88°-®8' 01" W
SE 1/4, NW 1/4 va
SECTION 9
T -1-N, R -13-W
79' CON. MON
PAGIS/ 2046-0141
3 i
S NDPIPEP VVE"'T AL.?IJI 11 0 !`J
PLAT E3100K D, PAGE ��6
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 N0.
050181 0010 E, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993
DATE: -Z S
GREG SULLIVAN
AR PLS NO. 1096
s
GENERAL NOTES
$ EXECUTIVE CENTER DRIVE
AON. MON.
PAGIS/ 2046-0141
155.85' 1256511' 8012'03'7 545.00'
15' SEWER EASEMENT
/ DEDICATED THIS PLAT
n
LOT 3
±5.495 ACRES
172. 4280 /
b
i
/ 10' UTILITY EASEMENT
DEDICATED THIS PLAT
70.50" / L _ 545,00'
O
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Instrument No.
;400 36' 41"
7=177,61'
R=480.00'
L=340.23'
LOT 2
±10.386 ACRES
WESTROCK PARTNERSHIP - AN ARKANSAS
GENERAL PARTNERSHIP
_..
ROBERT�A. V,(O�G,EL-/PaENEWAL PARTNER
Name
GUS BLASS II, GENERAL PARTNER OF
CAPITAL PROPERTIES, LTD.
GENERAL PARTNER
Name 42 k 4
RESTER D. PHILLIPS, PRESIDENT
PHILLIPS DEVELOPMENT CORPORATION
GENERAL PARTNER
11219 FINANCIAL CENTER PARKWAY, SUITE 300
Address LITTLE ROCK, ARKANSAS 72211
95-34737
0,
61
S
15' UTILITY EASEMENTT> 0
DEDICATED THIS PLAT \ S
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PROPERTY DESCRIPTION
Part of the Southeast 1/4 of the Northwest 1/4 and part of
the Southwest 1/4 of the Northeast 1/4, all in Section 9,
Township 1 North, Range 13 West, Little Rock, Pulaski
County, Arkansas, more particularly described as follows:
BEGINNING at the Southeast corner of said Southeast 1/4 of
the Northwest 1/4; thence along the South line of said SE
1/4, NW 1/4, North 88°08'01" West 745.81 feet; thence North
01'54'59" East 438.84 feet to a point on the South right-of-
way line of Executive Center Drive; thence along said right-
of-way line North 88°12'03" West 335.81 feet; thence
continuing along said right-of-way line on a curve to the
right having a radius of 480.00 feet, an arc distance of
108.59 feet and a chord bearing and distance of North
81043'12" West 108.35 feet to a point on the proposed
Easterly right-of-way line of Bowman Road; thence along said
proposed right-of-way line North 14°45'39" East 60.00 feet to
a point on the North right-of-way line of Executive Center
Drive; thence along said right-of-way line on a curve to the
left having a radius of 420.00 feet, an arc distance of
95.01 feet and a chord bearing and distance of South
81043'12" East 94.81 feet; thence continuing along said right-
of-way line South 88612'03" East 421.31 feet; thence North
01°47'57" East 50.67 feet; thence North 06°18'43" West 225.29
feet; thence North 00003'48" West 161.70 feet; thence North
89056'12" East 561.67 feet; thence North 65054'10" East 74.01
feet; thence South 27'36'17" East 433.27 feet to a point on
the North right-of-way line of Executive Center Drive;
thence along said right-of-way line North 51°11'16" East
311.21 feet; thence South 36040'15" East 345.19 feet; thence
South 87041'30" East 550.09 feet to a point on the Westerly
right-of-way line of Centerview Drive; thence along said
right-of-way line on a curve to the left having a radius of
930.00 feet, an arc distance of 86.17 feet and a chord
bearing and distance of South 25°59'43" East 86.14 feet;
thence continuing along said right-of-way line South
28°41'30" East 357.88 feet; thence continuing along said
right-of-way line South 17°28'21" East 28.74 feet; thence
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 66°30'33" 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
79613'47" West 147.93 feet; thence North 87039'51" 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
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.
,CS87° 41' 30;'-E- 550.09 -
�15' UTILITY EASEMENT '-%=050 1$' 31'L
DEDICATED THIS PLAT
=43.11'
R=930.00'
86.17'
LOT 1
15' UTILITY EASEMENT -
DEDICATED THIS PLAT
S 250 59' 43" E
86,14'
CHORD
•..ITKOGER EXECUTIVE CENTER
° ^r!A.T BOCK 5, PAGE 866
NII ±8.126 ACRES 0 =260 18' 37" 3
O T=75,96'
Z I R=325.00 WON
PA11113. L=149.24'
SE CORNER
S79013'47"W
SE 1/4, NW 1/4, I 15' DRAINAGE & UTILITY IPF
EASEMENT - DEDICATED 147.93 CHORD
SECTION 9, THIS PLAT /'P S17028'21"E
T -1-N, R -13-W I I P PF 1 PF 28.74'
i
-- I--JL-200.81'
W_ 7-45. - -
I - ---- 11P PIPE. -.-
LOT - 4LOT LOT LOT L
LOT \ 32 �! 33 34
36 35 I LOT
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SANDPIPER WEST ADDITION}
PIAT BOOK C, PAGE 048
EXISTING SLOPE
EASEMENT
1. BASIS OF 3EARINGS - STATE PLANE
COORDINA-ES,
2. 1/2" IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERWISE.
3, ERROR OF CLOSURE - 1:39,000
I
S88°12'03"E
lt!
20
o=95° 42' 01"
- .19'
0i
62.24'
T=27.62
R 25 00'
I
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N66°30'33"W
117 i
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LOT LOT L,�iT LO7
15' DRAINAGE & UTILITY
4I
37.07' CHORD
EASEMENT - DEDICATED
to
15
THIS PLAT
O
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Instrument No.
;400 36' 41"
7=177,61'
R=480.00'
L=340.23'
LOT 2
±10.386 ACRES
WESTROCK PARTNERSHIP - AN ARKANSAS
GENERAL PARTNERSHIP
_..
ROBERT�A. V,(O�G,EL-/PaENEWAL PARTNER
Name
GUS BLASS II, GENERAL PARTNER OF
CAPITAL PROPERTIES, LTD.
GENERAL PARTNER
Name 42 k 4
RESTER D. PHILLIPS, PRESIDENT
PHILLIPS DEVELOPMENT CORPORATION
GENERAL PARTNER
11219 FINANCIAL CENTER PARKWAY, SUITE 300
Address LITTLE ROCK, ARKANSAS 72211
95-34737
0,
61
S
15' UTILITY EASEMENTT> 0
DEDICATED THIS PLAT \ S
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PROPERTY DESCRIPTION
Part of the Southeast 1/4 of the Northwest 1/4 and part of
the Southwest 1/4 of the Northeast 1/4, all in Section 9,
Township 1 North, Range 13 West, Little Rock, Pulaski
County, Arkansas, more particularly described as follows:
BEGINNING at the Southeast corner of said Southeast 1/4 of
the Northwest 1/4; thence along the South line of said SE
1/4, NW 1/4, North 88°08'01" West 745.81 feet; thence North
01'54'59" East 438.84 feet to a point on the South right-of-
way line of Executive Center Drive; thence along said right-
of-way line North 88°12'03" West 335.81 feet; thence
continuing along said right-of-way line on a curve to the
right having a radius of 480.00 feet, an arc distance of
108.59 feet and a chord bearing and distance of North
81043'12" West 108.35 feet to a point on the proposed
Easterly right-of-way line of Bowman Road; thence along said
proposed right-of-way line North 14°45'39" East 60.00 feet to
a point on the North right-of-way line of Executive Center
Drive; thence along said right-of-way line on a curve to the
left having a radius of 420.00 feet, an arc distance of
95.01 feet and a chord bearing and distance of South
81043'12" East 94.81 feet; thence continuing along said right-
of-way line South 88612'03" East 421.31 feet; thence North
01°47'57" East 50.67 feet; thence North 06°18'43" West 225.29
feet; thence North 00003'48" West 161.70 feet; thence North
89056'12" East 561.67 feet; thence North 65054'10" East 74.01
feet; thence South 27'36'17" East 433.27 feet to a point on
the North right-of-way line of Executive Center Drive;
thence along said right-of-way line North 51°11'16" East
311.21 feet; thence South 36040'15" East 345.19 feet; thence
South 87041'30" East 550.09 feet to a point on the Westerly
right-of-way line of Centerview Drive; thence along said
right-of-way line on a curve to the left having a radius of
930.00 feet, an arc distance of 86.17 feet and a chord
bearing and distance of South 25°59'43" East 86.14 feet;
thence continuing along said right-of-way line South
28°41'30" East 357.88 feet; thence continuing along said
right-of-way line South 17°28'21" East 28.74 feet; thence
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 66°30'33" 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
79613'47" West 147.93 feet; thence North 87039'51" 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
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.
,CS87° 41' 30;'-E- 550.09 -
�15' UTILITY EASEMENT '-%=050 1$' 31'L
DEDICATED THIS PLAT
=43.11'
R=930.00'
86.17'
LOT 1
15' UTILITY EASEMENT -
DEDICATED THIS PLAT
S 250 59' 43" E
86,14'
CHORD
•..ITKOGER EXECUTIVE CENTER
° ^r!A.T BOCK 5, PAGE 866
NII ±8.126 ACRES 0 =260 18' 37" 3
O T=75,96'
Z I R=325.00 WON
PA11113. L=149.24'
SE CORNER
S79013'47"W
SE 1/4, NW 1/4, I 15' DRAINAGE & UTILITY IPF
EASEMENT - DEDICATED 147.93 CHORD
SECTION 9, THIS PLAT /'P S17028'21"E
T -1-N, R -13-W I I P PF 1 PF 28.74'
i
-- I--JL-200.81'
W_ 7-45. - -
I - ---- 11P PIPE. -.-
LOT - 4LOT LOT LOT L
LOT \ 32 �! 33 34
36 35 I LOT
LW
I S I I 186
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0
SANDPIPER WEST ADDITION}
PIAT BOOK C, PAGE 048
EXISTING SLOPE
EASEMENT
1. BASIS OF 3EARINGS - STATE PLANE
COORDINA-ES,
2. 1/2" IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERWISE.
3, ERROR OF CLOSURE - 1:39,000
< Ile`.
192 '
15' UTILITY EASEMENT
?EDICATED THIS PLAT
23 22
N87039051"W
20
o=95° 42' 01"
- .19'
10' UTILITY EAEMNT35,94'
DED GATED THSS PEAT
-
571.5
T=27.62
R 25 00'
IiF,--_N 87-6-37 ' 115" iN
[[ 1Q'UTiLB.
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IP SET 802°19'30"W
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L 4176'
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10'UTI8 4
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117 i
I 188 189 g„ s'
LOT LOT L,�iT LO7
LOT I
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37.07' CHORD
< Ile`.
192 '
I 193
19 195 196
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LOT OT
LOT LOT
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EASTING
199
146856.6561
I200
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147843.9281
1 191 144.8443
2
146880.9460
1190436.9598
14
147459.9821
1191345.6062
3
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1190451.6338
15
147655.0423
1191588.1060
4
147330.0804
1 1901 15.9931
16
147378.1701
1 19179 4.2610
Pwf
147345.6845
1190008.7676
17
147356.0144
1192343.9013
6
147403.7044
1190024.0546
18
147278.5935
1 19 2381.6539
7
147390.0508
1190117.8768
19
146964.6555
1192553.4710
8
147376.8235
SANDPIPER
ADDITION
- PHASE II
1192562.1015
9
PLAT BOOK, PAGE 980
119 0540.5681
21
200 100 0 100 200
SCALE
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Engineering Planning
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Landscape Architecture
10809 Executive Center Drive
Suite 210
Little Rock, AR 72211.6021
Telephone 501.221.7880
Fax a 501-221.7882
CONSULTANTS, INC.
SCALE 1" = 100'
DRAWN BY SRW
1-31-96
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STATE PLANE
S a_
COORDINATES
dLL3
100
NORTHING
EASTING
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NORTHING
EASTING
1
146856.6561
1191 182.3743
13
147843.9281
1 191 144.8443
2
146880.9460
1190436.9598
14
147459.9821
1191345.6062
3
147319.5375
1190451.6338
15
147655.0423
1191588.1060
4
147330.0804
1 1901 15.9931
16
147378.1701
1 19179 4.2610
5
147345.6845
1190008.7676
17
147356.0144
1192343.9013
6
147403.7044
1190024.0546
18
147278.5935
1 19 2381.6539
7
147390.0508
1190117.8768
19
146964.6555
1192553.4710
8
147376.8235
1190538.9774
20
146937.2372
1192562.1015
9
147427.4656
119 0540.5681
21
146952. C131
11925281041
10
147651.3913
1190515.7994
22
146924.3688
1192382.7779
11
147813.0907
1190515.6207
23
146925.8337
1192346.8669
12
147813.7117
1191077.2862
24
146808.6418
1192342.1088
200 100 0 100 200
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Engineering Planning
Land Surveying
Landscape Architecture
10809 Executive Center Drive
Suite 210
Little Rock, AR 72211.6021
Telephone 501.221.7880
Fax a 501-221.7882
CONSULTANTS, INC.
SCALE 1" = 100'
DRAWN BY SRW
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