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E CURVE DATA
T 25 00 FT
R 25,00 FT
L 39.27 FT
\, 2S* F3+ALiL%SG SETBACK N 46'47'57" E
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VICINITY MAP
L
60' Right of Way to
be Dedicated this Plat
5' Concrete Sidewalk
S 88012'03" E
232A
PROPOSED 31' ASPHALT STREET
W/ CURB AND GUTTER
LOT 7 13
±1.26 ACRES 0�o
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S 43612'03" E
35.36
25' BUILDING SETBACK
N 88'12'03"
202.21'
\ RI NT 1]F WAY DEDICATION
EXECUTIVE CENTER DRIVE
60' RIGHT-OF-WAY
NE CORNER
SE 1/4, NW 1/4
SECTION 9
T-1-N
R-13-W
S 27'34'17" E
CERTIFICATE OF SURVEYING ACCURACY
121.00'
LEE D, KENDRICK , hereby certify that
this plat correctly represents a boundary survey made
BOUNDARY DESCRIPTION (Total Platted Area)
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
Being a Replat of Lot 6B Westrock Office Addition and Part of the Southeast 1/4
requirements of the Little Rock Subdivision Rules and
of the Northwest 1/4 of Section 9, T-1-N, R-13-W, Little Rock, Pulaski County,
Regulations have been complied with.
Arkansas, more particularly described as follows:
.IJ Commencing at the NE Corner of the SE 1/4 of the NW 114 of said Section 9;
1� thence N 88014'01" W. 165.81 feet to a found 1/2" rebar; thence S 01027'09" W,
5'SA 0 241.04 feet to a found 112' rebar; thence S 27'36'17" E, 121.00 feet to a found 1/2"
0
Date of Execution LEE D. KENDRICK
gyp. rebar; thence S 65054'10" W, 74.01 feet, thence S 03'03'02" W, 213.68 feet to a
Registered Professional
set 112" rebar for the POINT OF BEGINNING; thence continuing S 03003'02" W, 240.00 feet
Land Surveyor
to a found 112" rebar on the North Right of Way of Executive Center Drive; thence along
No. 1274
the North Right of Way of Executive Center Drive N 88'12'03" W, 202.21 feet to a set 112"
Arkansas
rebar; thence Continuing along the North Right of Way of Executive Center Drive N 88012'03" W,
110.00 feet to a set 112" rebar; thence on a curve to the Left having a Radius of 25.00 feet, an
Arc Length of 39.27 feet and a Chord that Bears N 46'47'57" E, 35.36 feet to a set 1/2" rebar
on the West Right of Way of Executive Center Court; thence along the West Right of Way of
Executive Center Court N 01'47'57" E, 418.91 feet to a set 112" rebar; thence leaving the
CERTIFICATE OF ENGINEERING ACCURACY
West Right of Way of Executive Center Court N 89"56'12" E, 60.00 feet to a set 112" rebar
on the East Right of Way of Executive Center Court; thence along the East Right of Way of
1,- MARK L. WRIGHT , hereby certify that this
Executive Center Court S 01047'57" W, 205.92 feet to a set 1/2" rebar; thence leaving the
plat correctly represents o plan made by me, and that
the East Right of Way of Executive Center Court S 88012'03" E, 232.45 feet to the POINT
.the engineering requirements of the Little Rock Subdivision
OF BEGINNING, containing 1883 Acres (82,022 sq.ft.) more or less
Rules and Regulations have been complied with.
MARK L. WRIGHT
RIGHT OF WAY DEDICATION DESCRIPTION
Date of Execution Registered Professional
Engineer No. 6074
Being a Replat of Lot 6B Westrock Office Addition and Part of the Southeast 1/4
Arkansas
of the Northwest 114 of Section 9, T-1-N, R-13-W, Little Rock, Pulaski County,
Arkansas, more particularly described as follows:
Commencing at the NE Corner of the SF 1/4 of the NW 114 of said Section 9;
thence N 88014'01" W. 165.81 feet to a found 1/2" rebar, thence S 01027'09" W,
241.04 feet to a found 112' rebar; thence S 27'36'17" E, 121.00 feet to a found 1/2"
CERTIFICATE OF FINAL APPROVAL
rebar; thence S 65'54'10" W, 74.01 feet; thence S 03'03'02" W, 213.68 feet to a
Pursuant to the Little Rock Subdivision Rules and
set 112" rebar, thence continuing S 03003'02" W, 240 00 feet to a found 112' rebar on the
Regulations, and all of the conditions of approval having
North Right of Way of Executive Center Drive; thence along the North Right of Way of
been completed, this document is hereby accepted.
Executive Center Drive N 88'12'03" W. 202.21 feet to a set 112" reber for the POINT OF
This certificate is hereby executed under the authority
BEGINNING; thence Continuing along the North Right of Way of Executive Center Drive
of said rules and regulations.
N 88'12'03" W. 110.00 feet to a set 112" rebar, thence on a curve to the Left having a Radius
of 25.00 feet, an Arc Length of 39.27 feet and a Chord that Bears N 46'47'57" E, 35.36
feet to a set 1/2" rebar on the West Right of Way of Executeve Center Court; thence along
the West Right of Way of Executive Center Court N 01047'57' E, 418.91 feet to a set 112"
Date of Execution L.R. Planning
rebar, thence leaving the West Right of Way of Executive Center Court N 89'56'12" E, 60.00
Commission
feet to a set 1/2" rebar on the East Right of Way of Executive Center Court; thence along
the East Right of Way of Executive Center Court S 01'47'57' W, 205.92 feet to a set 112"
P.O.B.
rebar, thence continuing along the East Hight of Way of Executive Center Court S 01047'57" W,
214.94 feet to a set 112" rebar; thence on a curve to the left having a Radius of 25,00 feet, an Are
Length of 39 27 feet that Bears S 43612'03" E, 35 36 feet to the POINT OF BEGINNING, containing
0.621 Acres (27,059 sq.ft.) more or less.
CERTIFICATE OF RECORDING
This document, number filed for record
19 in Plat Book , Page
ARKLA
(Signed)
r EASEMENTAPPROVED
-_
EFf, REQUIRE D
DATENT
///
- � 7 E(f 7=5 J__QY
DATE
Clerk
UTTIF ROCyS
...........,..::.,::r::...<...:.;::..::,::'•• Cri.:i .µ ;..;;::;:" a u'r y 10VOR&"a.aS
Little Rock Wastewater Utility E v/-
FLOOD PLAIN CERTIFICATION
221 East Capitol Qt� /��)/ ^��
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S V Y 1 CO.
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
THE
Little Rock, Arkansas 722, �_ _-_
APPROVED
WITHIN 100-YEAR FLOOD PLAIN AS DESIGNATED
501/376-2903 at„MR � PLANS
pyY.rsre�,
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
.
EASEMEfJ. APPRDVED -
050181 0010 E, PUBLISHED BY THE FEDERAL
NO SEWER SERVICE AVAILABLE "z��'-- __.--- --
EAsernENT RE iREO
EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993.
AT THIS TIME S 7-17 - - -
-- ---
DATE - -
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-CvYrV r'
DATE:
By: J �L
Date: i - /- ev -
LEE D. KENDRICK
.•, ,.•..:.
AR PLS NO. 1274
36' ASPHALT STREET
W/ CURB AND GUTTER
p-
PROJECT INFORMATION:
PROJECT INFORMATION:
OWNER/DEVELOPER:
WEST'ROCK PARTNERSHIP - AN ARKANSAS
GENERAL PARTNERSHIP
c/o DAVID JONES
11219 FINANCIAL CENTER PARKWAY, SUITE 300
LITTLE ROCK, ARKANSAS 72211
SOURCE OF TITLE:
INSTRUMENT NUMBER 95-34737
ENGINEER/ SURVEYOR:
DEVELOPMENT CONSULTANTS INCORPORATED
2200 NORTH RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, AR 72211
NEW STREET.
z475 LINEAR FEET - EXECUTIVE CENTER COURT
LAND AREA.
0.883 ACRES (ORIGINAL GROSS AREA)
CURRENT ZONING:
0-3, GENERAL OFFICE DISTRICT
LOTS:
1 LOT TOTAL - 0.26 ACRES
SOURCE OF WATER SUPPLY: CITY OF LITTLE ROCK
MUNICIPAL WATER WORKS
SEWAGE DISPOSAL:
CITY OF LITTLE ROCK
WASTE WATER UTILITY
LEGEND
FIRE HYDRANT LIGHT POLE
0 WATER METER EXISTING STORM PIPE
® WATER VALVE - 8"-- W- EXISTING UTILITY LINE
S MANHOLE G = GASER
jJ' UTILITY POLE LIST= BURIED TELEPHONE
5S = SANT. SEWER
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 ARK SAS
GENERAL PARTNERSHIP
11219 FINANCIAL CENTER PARKWAY, ITE 300
LITTLE ROCK, ARKANSAS 72211
Name
Date of Execution ROBERT A. VOGEL - GENERAL PARTNER
Name _
Dote of Fxec Ut;on GUS BLASS II, GENERAL PARTNER OF
/ CAPITAL PROPERTIES, LTD
GENERAL PARTNER
Date of Execution
Name
CHESTER D. PHILLIPS, PRESIDENT
PHILLIPS DEVELOPMENT CORPORATION
GENERAL PARTNER
Source of Title: Instrument No. 95-34737 (Deed)
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AT�4 OF
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11111111100'\
40 20 0 40 80
GRAPHIC SCALE 1 " = 40'
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO, RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
Q
COPYRIGHT
W
1997
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SCALE
1" _ 40"
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BY
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APPROVED BY
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DATE -
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11/7/97
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