PA1503- CS150828 (17)T H E C I T Y O F
COPPELL
o
X A s 1 a 9
August 28, 2015
Corporation of Episcopal
Diocese of Dallas
1630 N. Garrett Ave.
Dallas, TX 75206
RE: MacArthur Trail Project
Easement — 322 S. MacArthur Blvd
Dear Property Owner:
The City of Coppell intends to construct the MacArthur Trail Project. The project
consists of the installation of an 8 foot hike and bike trail, curb ramps & driveway
transitions along the east side of MacArthur Blvd, from Deforest Road to Bethel School
Road as shown in the Trails Master Plan. We are requesting a sidewalk easement along
the frontage of your property adjacent to MacArthur where there is an existing 15 foot
landscape and utility easement. Please review the attached design plan sheets and
easement documents. If acceptable, please execute the easement documents and send
them back.
If you have any questions regarding the project, please contact me or John Elias at 972-
462-5115
Sincerely,
Mike Garza, P.E.
Engineering Department
Office: 972-304-7019
Fax: 972-304-3570
mgarza@coppelltx.gov
Enclosures: Design Plan Sheets
Sidewalk Easement to be executed
Exhibit A & B
A FAMILY COMMUNITY FOR A LIFETIME
255 PARKWAY * P.O. BOX 9478 * COPPELL TX 75019 * TEL 972/462 0022 * WWW.COPPELLTX.GOV
SIDEWALK EASEMENT
STATE OF TEXAS §
§ KNOW ALL MEN BY THESE PRESENTS
COUNTY OF DALLAS §
THAT the term Grantor used herein shall be construed in the singular or plural
number as such term respectively represents one or more than one person.
THAT, CORPORATION OF EPISCOPAL DIOCESE OF DALLAS, known herein as
GRANTOR, in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and
valuable consideration in hand paid by the City of Coppell, Texas, ("GRANTEE"), receipt of
which is hereby acknowledged, does by these present grant, bargain, sell and convey unto
GRANTEE, the free and uninterrupted use, liberty and privilege of passage in, along, upon and
across the following described property owned by GRANTOR (the "Easement") for the purpose of
constructing a public or pedestrian right-of-way sidewalk across GRANTOR'S main tract with the
right and privilege at all times, of the GRANTEE herein, its agents, employees, workmen and
representatives having ingress, egress, and regress in, along, upon and across said premises (the
"Easement") for the purpose of making additions to, improvements on and repairs to said sidewalk
or any part thereof.
Said Easement being described in Exhibits "A" and "B" attached hereto and made a part
hereof for all purposes.
That in consideration of the benefits above set out, GRANTEE will remove from the
Easement, such fences, buildings and other obstructions as may be found upon said property. After
construction of the sidewalk has been completed, GRANTEE shall, except for removed
obstructions, return the surface area of the Easement to its original condition as nearly as practical
taking into consideration the nature of the work being performed. GRANTOR reserve the right to
use and maintain the surface of the Easement for purposes which will not interfere with
GRANTEE'S rights hereby granted and agree that upon completion of the sidewalk improvements
and restoration of the surface, GRANTEE shall not be obligated for future maintenance and upkeep
of the surface area.
TO HAVE AND TO HOLD unto the City of Coppell, Texas, its successors or assigns for
the purposes aforesaid, the premises above described.
EXECUTED this
day of
GRANTOR
, 2015.
STATE OF TEXAS §
COUNTY OF DALLAS §
This instrument was acknowledged before me on the day of
a
My Commission Expires:
2015, by
of
, corporation, on behalf of said corporation.
Notary Public, State of Texas
Type / Print Name of Notary
EXHIBIT "A"
2-FOOT SIDEWALK EASEMENT
Part of Lot 1, Block A, Corporation of the Episcopal Diocese of Dallas Addition
James Parish Survey, Abstract No. 1139
S.A & M.G. R.R. Co. Survey, Abstract No. 1442
City of Coppell, Dallas County, Texas
DESCRIPTION, of a 900 square foot (0.021 acre) tract of land situated in the James Parish
Survey, Abstract No. 1139 and the S.A & M.G. R.R. Co. Survey, Abstract No. 1442, City of
Coppell, Dallas County, Texas; said tract being part of Lot 1, Block A, Corporation of the Episcopal
Diocese of Dallas Addition, an addition to the City of Coppell according to the plat recorded in
Volume 97199, Page 2682 of the Deed Records of Dallas County, Texas; said tract being part of
that tract of land described in Special Warranty Deed to Corporation of Episcopal Diocese of
Dallas recorded in Volume 95007, Page 2023 of said Deed Records; said 900 square foot (0.021
acre) tract being more particularly described as follows (bearing system for this survey is based
on the City of Coppell's published control network and the Texas State Plane Coordinate System
- NAD 83(2011), North Central Zone 4202, based on observations at CP09, CP12, CP20 made
on November 17th, 2014 with an applied combined scale factor of 1.000136506):
BEGINNING, at a point at the northwest corner of said Lot 1; said point being the intersection of
the east right-of-way line of MacArthur Boulevard (a 100-foot wide right-of-way) and the south
right-of-way line of Starleaf Street (a variable width right-of-way);
THENCE, South 62 degrees, 16 minutes, 44 seconds East, departing the said east line of
MacArthur Boulevard, along the north line of said Lot 1 and along the said south line of Starleaf
Street, a distance of 2.00 feet to a point for corner;
THENCE, South 27 degrees, 43 minutes, 16 seconds West, departing the said north line of Lot 1
and the said south line of Starleaf Street, a distance of 98.89 feet to a point for corner; said point
being the beginning of a curve to the left;
THENCE, in a southwesterly direction along said curve, having a central angle of 18 degrees, 19
minutes, 22 seconds, a radius of 1,098.00 feet, a chord bearing and distance of South 18 degrees,
33 minutes, 35 seconds West, 349.64 feet, an arc distance of 351.13 feet to a point at the end of
said curve in the south line of said Lot 1 and the north line of that tract of land described in Special
Warranty Deed to the City of Coppell recorded in Volume 95007, Page 1993 of said Deed
Records;
THENCE, North 62 degrees, 16 minutes, 44 seconds West, along the said south line of Lot 1 and
the said north line of the City of Coppell tract, a distance of 2.11 feet to a point for corner in the
said east line of MacArthur Boulevard; said point being the beginning of a non-tangent curve to
the right; said point also being the southwest corner of said Lot 1 and the northwest corner of said
City of Coppell tract;
THENCE, in a northeasterly direction along said curve, along the said west line of Lot 1 and the
said east line of MacArthur Boulevard having a central angle of 18 degrees, 17 minutes, 18
seconds, a radius of 1,100.00 feet, a chord bearing and distance of North 18 degrees, 34 minutes,
37 seconds East, 349.62 feet, an arc distance of 351.11 feet to a point at the end of said curve;
PAGE 1 OF 2
EXHIBIT "A"
2-FOOT SIDEWALK EASEMENT
Part of Lot 1, Block A, Corporation of the Episcopal Diocese of Dallas Addition
James Parish Survey, Abstract No. 1139
S.A & M.G. R.R. Co. Survey, Abstract No. 1442
City of Coppell, Dallas County, Texas
THENCE, North 27 degrees, 43 minutes, 16 seconds East, continuing along the said west line of
Lot 1 and the said east line of MacArthur Boulevard, a distance of 98.89 feet to the POINT OF
BEGINNING;
CONTAINING: 900 square feet or 0.021 acres of land, more or less.
(A survey plat of even survey date herewith accompanies this description.)
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing
description accurately sets out the metes and bounds of the easement tract described.
�E•. F•. F
•• (ice
Michael Cleo Billingsley Date MICHAEL CLEO BILLINGSLEY
Registered Professional Land Surveyor No. 6558 • 6558 P��
Pacheco Koch, LLC 9 ji�..... ld
6100 Western Place, #1001, Fort Worth TX 76107 s U Rv
(817) 412-7155
TX Reg. Surveying Firm LS-10193824
3642-14.126EX27.doc
3642-14.126EX27.dwg PMD
PAGE 1 OF 2
C � � o �� LEGEND
J PROPERTY LINE
O — EXISTING EASEMENT LINE
EASEMENT LINE
POINT FOR CORNER
(UNLESS OTHERWISE NOTED)
�� 0
1/2-INCH IRON (C.M. ) - CONTROLLING MONUMENT
�P o ROD FOUND
k11411444111; n (C.M.) P.O.B. - POINT OF BEGINNING
it° 4 ��/\7 P.O.Y. - POINT OF BEGINNING
�,c , RIVERCHASE ELEMENTARY
�ti0 SCHOOL ADDITION
II O oo (VOL. 99175, PG. 22)
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R-1,100.00' (VOL. 97199, PG. 2682)
j WIDE
L=351.11' SIDEWALK EASEMENT
CD
T=177.06' 900 SF TRACT
CB=N 18'34'37" E / / (0.021 ACRES) LOT 1, BLOCK A
w CD=349.62' CORPORATION OF THE EPISCOPAL /\
/ / DIOCESE OF DALLAS ADDITION
N / Q=18'19'22" (VOL. 97199, PG. 2682) Illi;:::,
/ R=1,098.00' CORPORATION OF EPISCOPAL
zw / L=351.13' DIOCESE OF DALLAS
(VOL. 95007, PG. 2023)
/ / NOTES:
vlw
cr CB=S 18'33'35" W NOTES:
/ CD=349.64' 1. A metes and bounds description of even
a / survey date herewith accompanies this plat of
ci_ MEM
o
MATCHLINE (SEE PAGE 2) survey.
o 2. Bearing system for this survey is based on the
City of Coppell's published control network and
the Texas State Plane Coordinate System -
NAD 83(2011), North Central Zone 4202, based
0 30 60 120 on observations at CP09, CP12, CP20 made on
November 17th, 2014 with an applied combined
ul il
scale factor of 1.000136506.
a GRAPHIC SCALE IN FEET 2-FOOT WIDE
I
5 SIDEWALK EASEMENT
N PART OF LOT 1, BLOCK A
0 CORPORATION OF THE EPISCOPAL
DIOCESE OF DALLAS ADDITION
6100 WESTERN PLACE, SUITE 1001
Pacheco Koch FORT WORTH, TX 76107 817.412.7155 JAMES PARISH SURVEY, ABSTRACT NO. 1139
L, TX REG. ENGINEERING FIRM F-14439 AND THE S.A. & M.G. R.R. CO. SURVEY,
TX REG. SURVEYING FIRM LS-10193824 ABSTRACT NO. 1442
z DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS
1 PMD MCB 1"=60' AUGUST 2015 3642-14.426 PAGE 1 OF 2
DWG FILE: 3642-14.426EX27.DWG
ENKINIT way
MATCHLINE (SEE PAGE 1)
— — mi. wpm
2—FOOT WIDE
SIDEWALK EASEMENT
X18.17'18" 900 SF TRACT
R=1,100.00' /
/
(0.021 ACRES) LOT 1,
BLOCK A
L=351.11' I CORPORATION OF THE EPISCOPAL
T=177.06' / R--1,098.00' DIOCESE OF DALLAS ADDITION
CB=N 18'34'37" E L=351.13' (VOL. 97199, PG. 2682)
CD=349.62' I I T=177.08' CORPORATION OF EPISCOPAL
CB=S 1833'35" W DIOCESE OF DALLAS
CD=349.64' (VOL. 95007, PG. 2023)
N 6216'44" W
2.11' o '4�
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Cr O o I CITY OF COPPELL v' GRAPHIC SCALE IN FEET
Z ' (VOL. 95007, PG. 1993)
LEGEND
0 — — — — PROPERTY LINE
o — — EXISTING EASEMENT LINE
x 1/2-INCH EASEMENT LINE
IRON ROD FOUND 0 POINT FOR CORNER
u)
/(C.M.) (UNLESS OTHERWISE NOTED)
4-
4 — — (C.M.) - CONTROLLING MONUMENT
P.O.B.
POINT OF BEGINNING
P.O.B.upP - POINT OF BEGINNING
z NOTES:
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LU
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a 1. A metes and bounds description of even
survey date herewith accompanies this plat
w of survey.
a
d
0
o 2. Bearing system for this survey is based on
m the City of Coppell's published control
network and the Texas State Plane
The undersigned, Registered Professional Land Coordinate System — NAD 83(2011), North
Surveyor, hereby certifies that this plat of Central Zone 4202, based on observations at
survey accurately sets out the metes and .sE._OF T4-,_ CP09, CP12, CP20 made on November 17th,
a bounds of the easement tracts described. .- *% RF'qJ' 2011.000136506.thanapplied combined scale factor
0
�' MICHAEL CLEO BILLINGSLEY 2-FOOT WIDE
o �f,---------7.
�/� A 6558 ,' SIDEWALK EASEMENT
o q'�Oc 1Q�p'O
Michael Cleo Billingsley Date d%.Ess -,.,
N Registered Professional S U RI PART OF LOT 1, BLOCK A
02 Land Surveyor No. 6558 CORPORATION OF THE EPISCOPAL
6100 WESTERN PLACE, SUITE 1001 DIOCESE OF DALLAS ADDITION
Pacheco Koch FORT WORTH, TX 76107 817.412.7155 JAMES PARISH SURVEY, ABSTRACT NO. 1139
w TX REG. ENGINEERING FIRM F-14439 AND THE S.A. & M.G. R.R. CO. SURVEY,
w TX REG. SURVEYING FIRM LS-10193824 ABSTRACT NO. 1442
DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF COPPELL, DALLAS COUNTY, TEXAS
m CAE MCB/PMD 1"=60' AUGUST 2015 3642-14.426 PAGE 2 OF 2
DWG FILE: 3642-14.426EX27.DWG
3642-14.426EX27
North: 7037684.26' East: 2439167.00'
Segment #1 : Line
Course: S62°16'44"E Length: 2.00'
North: 7037683.33' East: 2439168.77'
Segment #2 : Line
Course: 527°43'16"w Length: 98.89'
North: 7037595.79' East: 2439122.77'
Segment #3 : Curve
Length: 351.13' Radius: 1098.00'
Delta: 18°19'22" Tangent: 177.08'
Chord: 349.64' Course: 518°33'35"W
Course In: 562°16'44"E Course Out: N80°36'07"w
RP North: 7037085.03' East: 2440094.75'
End North: 7037264.33' East: 2439011.49'
Segment #4 : Line
Course: N62°16'44"w Length: 2.11'
North: 7037265.31' East: 2439009.62'
Segment #5 : Curve
Length: 351.11' Radius: 1100.00'
Delta: 18°17'18" Tangent: 177.06'
Chord: 349.62' Course: N18°34'37"E
Course In: 580°34'02"E Course Out: N62°16'44"W
RP North: 7037085.03' East: 2440094.74'
End North: 7037596.72' East: 2439121.00'
Segment #6 : Line
Course: N27°43'16"E Length: 98.89'
North: 7037684.26' East: 2439167.00'
Perimeter: 904.13' area: 900 Sq. Ft.
Error Closure: 0.00 Course: 573°03'00"W
Error North: -0.001 East: -0.004
Precision 1: 901150000.00
Page 1
CROUZE
8/21/2015 1:55 PM
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