HomeMy WebLinkAboutS-0980-D ApplicationCIVIL ENGINEERING DIVISION
FINAL PLAT FILING APPROVALS
NAME —MORRIS COMMERCIAL REPLAT
INSPECTOR REPORT
I have made a final inspection of the improvements and find that:
All improvements shown on construction drawings for the development are constructed and in conformance
with City requirements/standards.
Certain Improvements remain uncompleted and a punch list has been prepared and sent.
Engineering Specialist Date:
ADDRESSING SPECIALIST'S REPORT
I have reviewed the plat and find that the street names and street configuration are acceptable.
Addressing Specialist Date:_
TRAFFIC ENGINEER REPORT
I have reviewed the plat and find that:
All streetlight installation, stripping, signage and other traffic improvements have been constructed and are in
conformance with City requirements/standards.
Work orders have been prepared for signage and street lights.
Indicate the number of street signs ordered for this plat for billing to developer
Certain improvements remain uncompleted and a punch list has been prepared and sent.
Traffic Engineer Date:
CIVIL ENGINEER REPORT
I have reviewed the file for this matter and find that:
The maintenance bond has been submitted and it is the proper type and amount.
Financial assurance for the uncompleted improvements listed above has been received.
All other requirements for final plat approval have been satisfied.
Civil Engineer I/11 Date:
SURVEYOR'S REPORT
I have reviewed the plat and find that:
All requirements for final plat approval have been satisfied.
Surveyor
MANAGER APPROVAL
All Civil Engineering requirements for filing this final plat have been satisfied.
V.L� Date: 11)1
Design Review Engineer/Civil Engineering Manager
October 29, 2010
Date: 10 — Zq —Z jbj a
THIS INSTRUMENT PREPARED BY:
Paxton R. Singleton
Global Surveying Consultants Inc.
217 W. 2" St., Suite 200
Little Rock, AR 72201
BILL OF ASSURANCE
WHEREAS, Home Depot U.S.A., Inc. (collectively, "Grantors") are the owners
of the following described land lying in the City of Little Rock, Pulaski County,
Arkansas;
WHEREAS, Grantors have caused the land described on Exhibit A to be surveyed
and a plat (the "Plat") thereof made, which is identified by the title of "Final Plat: Morris
Commercial Replat, to the City of Little Rock, Pulaski County, Arkansas, Being a Replat
of Lot IR, being a replat of part of Lot 1 Morris Commercial to the City of Little Rock
Arkansas"; and
WHEREAS this Bill of Assurance and the Plat have been signed by said Grantors
and recorded in the office of the Circuit Clerk and Ex-Officio Recorder of Pulaski
County, Arkansas, in Plat Book , Page
The Grantors do hereby make this Bill of Assurance to govern and control the
land described in the Plat.
HEREAFTER, conveyances and descriptions of the property as shown on the Plat
shall be a proper and sufficient description thereof.
Morris Commercial Re lat to the City of Little Rock Pulaski Counly, Arkansas,
shall be conveyed by the Grantors and shall be acquired by the Grantees thereof, subject
to the covenants contained herein and the Plat.
RIGHTS OF WAY: With the filing of this Bill of Assurance and Plat in the
office of the Circuit Clerk of Pulaski County, Arkansas, the
rights -of -way shown on said Plat (if any) are hereby
dedicated to the City of Little Rock. The utility easements
shown thereon on dedicated to the appropriate public
utilities.
TERM/AMENDMENT: This Bill of Assurance shall be in full force and effect in
perpetuity unless a majority of the owners of the land
included in this Bill of Assurance vote to amend or
terminate this instrument.
RESTRICTIONS: Grantors and all future grantees of the property described in
this Bill of Assurance and the Plat specifically agree all
ordinances of the City of Little Rock shall be strictly
adhered to and followed and, should the Plat or this Bill of
Assurance be contrary, in any way, to the ordinances
adopted by the City of Little Rock, from time to time, such
ordinances shall have precedence.
IN WITNESS WHEREOF, Grantors do hereby set their hand and seal on this Bill
of Assurance.
Home Depot U.S.A., Inc.
By:
Printed Name:
Title:
STATE OF }
ss
COUNTY OF }
On this day, before me, a Notary Public, duly commissioned, qualified and acting,
with and for said County and State, appeared in person the within named
to me well known, who stated he/she was the
of , a/an , and was duly
authorized in such capacity to execute the foregoing instrument for and in the name and
on behalf of the corporation, and further stated and acknowledged he/she had so signed,
executed and delivered the foregoing instrument for the consideration, uses and purposes
therein mentioned and set forth.
IN TESTIMONY WHEREOF, I have hereunto set my hand and official seal this
day of , 201
Notary Public
My commission expires:
(SEAL)
EXHIBIT A
Morris Commercial Redat Description:
A tract of land situated in Section 5, Township 1 North, Range 13 West, Pulaski
County, Arkansas being more particularly described as follows:
Commencing from the Northeast Corner of said Section 5, run thence South 01
degree 10 minutes 28 seconds West, along the east line of said Section 5, 752.96
feet to the point of beginning; thence South 01 degree 10 minutes 28 seconds West,
along said east line, 634.25 feet to a set 1 /2 inch rebar with cap on the North Right
of Way line of West Markham Street, thence along said Right of Way line the following
courses: North 82 degrees 24 minutes 12 seconds West, 14.66 feet to a set 1 /2 inch
rebar with cap; North 88 degrees 21 minutes 48 seconds West, 208.30 feet to a
found 1 /2 inch rebar; South 89 degrees 23 minutes 12 seconds West, 145.78 feet to
a found 1 /2 inch rebar; South 68 degrees 58 minutes 26 seconds West, 70.29 feet to
a set 1 /2 inch rebar with cap; thence along a curve to the left, having a radius of
615.96 feet, an arc length of 71 .78 feet and a chord bearing and distance of South
73 degrees 09 minutes 28 seconds West, 71.74 feet to a set 1 /2" rebar with cap;
thence North 08 degrees 35 minutes 17 seconds West, leaving said right of way line,
58.61 feet to a found 1 /2 inch rebar with cap; thence North 60 degrees 15 minutes
52 seconds West, 233.35 feet to a found 1 /2 inch rebar with cap; thence South 29
degrees 50 minutes 25 seconds West, 282.87 feet to a set 1 /2 inch rebar with cap on
the North Right of Way line of Chenal Parkway; thence North 55 degrees 55 minutes
46 seconds West, along said right of way line, 63.17 feet to a set 1 /2 inch rebar with
cap; thence North 29 degrees 55 minutes 52 seconds East, leaving said right of way
line, 103.17 feet to a found 1 /2 inch rebar with cap; thence South 60 degrees 07
minutes 36 seconds East, 8.46 feet to a found 1 /2 inch rebar with cap; thence North
31 degrees 55 minutes 08 seconds East, 106.07 feet to a set 1 /2 inch rebar; thence
North 29 degrees 36 minutes 31 seconds East, 77.64 feet to a found mag nail;
thence along a curve to the left, having a radius of 120.78 feet , an arc length of
64.80 feet and a chord bearing and distance of North 14 degrees 11 minutes 28
seconds East, 61.80 feet to a found mag nail; thence North 01 degree 10 minutes 42
seconds West, 246.59 feet to a set mag nail; thence North 01 degree 17 minutes 52
seconds West, 140.22 feet to a set CPS; thence along a curve to the right, having a
radius of 107.07 feet, an arc length of 47.33 feet and a chord bearing and distance
of North 14 degrees 25 minutes 23 seconds East, 46.77 feet to a set CPS; thence
North 27 degrees 05 minutes 11 seconds East, 237.20 feet to a found 1 /2 inch rebar
with cap; thence North 02 degrees 51 minutes 50 seconds East, 105.16 feet to a
found 1 /2 inch rebar with cap; thence South 87 degrees 24 minutes 48 seconds East,
101.10 feet to a set 1 /2 inch rebar with cap; thence South 57 degrees 48 minutes 46
seconds East, 631.19 feet back to the point of beginning, said tract containing
611,735 square feet or 14.044 acres more or less.
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•us urr iri.� Z�
Global Surveying Consultants, Inc.
217 W. 2"1 St. Suite 200
Little Rock, Arkansas 72201
(0) 501-455-4984 (F) 501-455-8158
www.global-surveying.com
LETTER OF TRANSMITTAL
TO:
City of Little Rock Planning & Development
723 West MarkhamStreet,l5t floor
Little Rock, AR 72201
W e are sending you the following : ❑x Attached
❑ Shop Drawings
❑ Change Order
Cries Date
❑x Prints
❑ Copy of Letter
# of Pages
DATE: Octobertt, 2010
ATTN: Donna James
W.O.: 09-1031.01 (Morris Commercial Plat -
❑ Under separate cover via: ❑
❑ Plans ❑ Samples ❑ Specifications
❑ Other:
Description:
3
10/19/10
1
24" x36" Final Plat -Morris Commercial Re lat- Final
2
N/A
3
Bill of Assurance for Morris Commercial Replat
These are transmitted as notedbelow:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑x For your use ❑ Approved as noted ❑ Submit copies for distribution
❑x As requested ❑ Returned for corrections ❑ Return correctedcopies
❑ For review and comment
Delivered
Cc:
Signed:
Chris Han -is, Survey Technician
2011008631 Received: 2/8/2011 3:03:03 PM
Recorded: 02/08/2011 03:07:20 PM Filed &
Recorded in Official Records of Larry Crane,
PULASKI COUNTY CIRCUIT/COUNTY CLERK
BILL OF ASSURANCE Fees $25.00
WHEREAS, Home Depot U.S.A., Inc., a Delaware corporation (Grantor") is the
owner of the following described land and desires to plat said land: Lot 1 R Morris
Commercial Addition, Little Rock, Pulaski County, Arkansas, and being shown on plat
recorded as Plat No. F-101, records of Pulaski County, Arkansas; and
WHEREAS, Grantor has caused the land, as more particularly described on
Exhibit A, to be surveyed and a plat (the "Plat") thereof made, which is identified by the
title "Final Plat: Morris Commercial Renlat, to the City of Little Rock. Pulaski County,
Arkansas. Beiny- a Renlat of Lot 1R. beine a renlat of tart of Lot 1. Morris Commercial
to the City of Little Rock, Arkansas"; and
WHEREAS, the Plat has been signed by Grantor and recorded in the Office of the
Circuit Clerk and ex-officio Recorder of Pulaski County, Arkansas, in Plat Book ,
Page ; and 1la+4- Z01 1 00 U 3Z.
WHEREAS, Grantor does hereby make this Bill of Assurance to govern and
control the land described in the Plat.
HEREAFTER, conveyances and descriptions of the property as shown on the Plat
shall be a proper and sufficient description thereof.
The lands embraced in Morris Commercial Replat, to the City of Little Rock,
Pulaski County, Arkansas, shall be conveyed by Grantor and shall be acquired by the
grantee(s) thereof subject to the covenants contained herein and on the Plat.
RIGHTS OF WAY: With the filing of this Bill of Assurance and the Plat in the
Office of the Circuit Clerk and ex-officio Recorder of
Pulaski County, Arkansas, the rights -of -way shown on said
Plat (if any) are hereby dedicated to the City of Little Rock.
The utility easements shown thereon are dedicated to the
appropriate public utilities.
TERM/AMENDMENT: This Bill of Assurance shall be in full force and effect in
perpetuity unless a majority of the owners of the land
encumbered by this Bill of Assurance vote to amend or
terminate this instrument.
RESTRICTIONS:
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R cU
J�Ilrrrllr5511411�/�,
Grantor and all future grantees of the property described in
this Bill of Assurance and the Plat specifically agree all
ordinances of the City of Little Rock shall be strictly
adhered to and followed and, should the Plat or this Bill of
Assurance be contrary in any way to the ordinances
adopted by the City of Little Rock, from time to time, such
ordinances shall have precedence.
fAM: l 1.1 I WKI
Morris Commercial Replat Description
A tract of land situated in Section 5, Township 1 North, Range 13 West, Pulaski
County, Arkansas being more particularly described as follows:
Commencing from the Northeast Corner of said Section 5, run thence South 01
degree 10 minutes 28 seconds West, along the east line of said Section 5,
752.96 feet to the point of beginning; thence South 01 degree 10 minutes 28
seconds West, along said east line, 634.25 feet to a set 1/2 inch rebar with cap
on the North Right of Way line of West Markham Street, thence along said Right
of Way line the following courses: North 82 degrees 24 minutes 12 seconds
West, 14.66 feet to a set 1/2 inch rebar with cap; North 88 degrees 21 minutes
48 seconds West, 208.30 feet to a found 112 inch rebar; South 89 degrees 23
minutes 12 seconds West, 145.78 feet to a found 1/2 inch rebar; South 68
degrees 58 minutes 26 seconds West, 70.29 feet to a set 1/2 inch rebar with cap;
thence along a curve to the left, having a radius of 615.96 feet, an arc length of
71.78 feet and a chord bearing and distance of South 73 degrees 09 minutes 28
seconds West, 71.74 feet to a set 1/2" rebar with cap; thence North 08 degrees
35 minutes 17 seconds West, leaving said right of way line, 58.61 feet to a found
1/2 inch rebar with cap; thence North 60 degrees 15 minutes 52 seconds West,
233.35 feet to a found 1/2 inch rebar with cap; thence South 29 degrees 50
minutes 25 seconds West, 282.87 feet to a set 1/2 inch rebar with cap on the
North Right of Way line of Chenal Parkway; thence North 55 degrees 55 minutes
46 seconds West, along said right of way line, 63.17 feet to a set 1/2 inch rebar
with cap; thence North 29 degrees 55 minutes 52 seconds East, leaving said
right of way line, 103.17 feet to a found 1/2 inch rebar with cap; thence South 60
degrees 07 minutes 36 seconds East, 8.46 feet to a found 1/2 inch rebar with
cap; thence North 31 degrees 55 minutes 08 seconds East, 106.07 feet to a set
1/2 inch rebar; thence North 29 degrees 36 minutes 31 seconds East, 77.64 feet
to a found mag nail; thence along a curve to the left, having a radius of 120.78
feet , an arc length of 64.80 feet and a chord bearing and distance of North 14
degrees 11 minutes 28 seconds East, 61.80 feet to a found mag nail; thence
North 01 degree 10 minutes 42 seconds West, 246.59 feet to a set mag nail;
thence North 01 degree 17 minutes 52 seconds West, 140.22 feet to a set CPS;
thence along a curve to the right, having a radius of 107.07 feet, an arc length of
47.33 feet and a chord bearing and distance of North 14 degrees 25 minutes 23
seconds East, 46.77 feet to a set CPS; thence North 27 degrees 05 minutes 11
seconds East, 237.20 feet to a found 1/2 inch rebar with cap; thence North 02
degrees 51 minutes 50 seconds East, 105.16 feet to a found 1/2 inch rebar with
cap; thence South 87 degrees 24 minutes 48 seconds East, 101.10 feet to a set
1/2 inch rebar with cap; thence South 57 degrees 48 minutes 46 seconds East,
631.19 feet back to the point of beginning, said tract containing 611,735 square
feet or 14.044 acres more or less.
IN WITNESS WHEREOF, Grantor does hereby set its hand and seal on this Bill
of Assurance.
Home Depot U.S.A., Inc.,
a Delaware corporation
By:
Printed N e. nniler M. Evans
10
rr:+i Attorney
STATE OF )
ss
COUNTY OF Cab�O )
On this day, before me, a Notary Public, duly commissioned, qualified and acting,
with and for said County and State, appeared in person the within named
'�S-e— nn `4e_ ��/ �S e w ll known who stated he/she is the
of Home Depot U.S.A., Inc., a Delaware corporation, and
is duly authorized n such capacity to execute the foregoing instrument for and in the
name and on behalf of the corporation, and further stated and acknowledged he/she has
so signed, executed and delivered the foregoing instrument for the consideration, uses
and purposes therein mentioned and set forth.
L/ IN TEST�IMONY WHEREOF, I have hereunto set my hand and official seal this
2T day of 1VQVe44,&E0P , 2010.
LJ
Notary Public
My commission expir �\E ❑�
(SEAL) 't I31- l C
Iv1y i;arrut�r55rOf1
"IPres
Q !klober 15. 2011
THIS INSTRUMENT RE , C,Lnti�s
Kane Russell Coleman & Logan PC
Attn: Raymond J. Kane
1601 Elm Street, Suite 3700
Dallas, Texas 75201