WA0002-ES030213 (2)February 13, 2003
COPPELL
ARC IV, L.L.C.
Mr. Mark Askew
1204 Hillcrest
Gainsville, TX 76240
RE: Golden Triangle Water Line and Fire Hydrant Installation Project #WA00-02
Dear Mr. Askew:
The City of Coppell has been working with Dallas County on the design of a water line to provide fire
protection to the Golden Triangle Mobile Home Park. There have been several meetings in the field with
representatives of the Golden Triangle Mobile Home Park concerning this project. At this time, the plans
are nearing completion and the City of Coppell is in the process of trying to obtain the necessary
easements to move the project forward. To install the water line on your property to provide fire
protection, an easement is required off of Coppell Road that will contain the water line and the fire
hydrants. Also, an easement is required on the north side of the property adjacent to Oak Grove Lane that
will allow an additional fire hydrant to be placed near the northwestern section of the mobile home park.
With this letter I am including copies of the utility easements. Once these easements have been dedicated
to the City and the plans finalized, the City of Coppell can begin the process of bidding the project for
construction. We also are concurrently working with your neighbor to the north, Alford Media, to obtain
an easement to allow us to connect the proposed water line to the existing water line in Oak Grove Lane
that services Alford Media.
If you should have any questions or need any additional background information please feel free to
contact this office. If not, once we have received the dedicated easements we can proceed with the
finalization of the plans and the bidding of the project. Thank you for your consideration of this request.
Sincerely,
Kenneth M. Griffin, P.E.
Director of EngineeringflPublic Works
Office 972/304-3686
Fax 972/304-7041
Enclosures
255 PARKWAY ${ P O BOX 478 ~{ COPP£LL TX 75019 ~{ TEL 972/462 0022 ~ FAX 972/304
20-FOOT WATER LINE EASEMENT (TRACT I)
John Vest Survey, Abstract No. 1508,
City of Coppell, Dallas County, Texas
DESCRIPTION, of a 13,333 square foot (0.306 acre) tract of land situated in the John Vest,
Survey Abstract No. 1508, County of Dallas, Texas, said tract being a part of the tract of land
described in Special Warranty Deed from Bray Brothers, Ltd. to ARC IV, L.L.C. recorded in
Volume 2000013, Page 5633 of the Deed Records of Dallas County, Texas; said 13,333 square
foot tract being more particularly described as follows:
COMMENCING, at a 1/2-inch iron rod with "Coombs Land Surveying" cap found at the west right-
of-way line of Coppell Road (a 72.5 foot wide right-of-way); said point being the northeast corner
of said ARC IV, L.L.C. tract; said point also being the southeast corner of Lot 1, Irby Addition, an
addition to the City of Coppell, Texas according to the plat recorded in Volume 32, Page 165 of
the Map Records of Dallas, County, Texas; said point being South 00 degrees, 02 minutes, 51
seconds East, (Due South, plat bearing) a distance of 163.00 feet from 1/2-inch iron rod found at
the intersection of said west line of Coppell Road with the south right-of-way line of Oak Grove
Lane (a 60 foot wide right-of-way);
THENCE, South 00 degrees, 02 minutes, 51 seconds East, (South 00 degrees, 04 minutes, 14
seconds East, deed bearing) along the said west line of Coppell Road, a distance of 465.48 feet
to the POINT QF BEGINNING;
THENCE, South 00 degrees, 02 minutes, 51 seconds East, (South 00 degrees, 04 minutes, 14
seconds East, deed bearing) continuing along the said west line of Coppell Road, a distance of
20.00 feet to a point for corner; said point being North 00 degrees, 02 minutes, 51 seconds West,
(North 00 degrees, 04 minutes, 14 seconds West, deed bearing) a distance of 176.02 feet from a
"+" cut in top of wall found at the southeast corner of said ARC IV, L.L.C. tract; said point also
being the northeast corner of Lot 16B, Block 1, Deer Run Addition, an addition to the City of
Coppell, Texas according to the plat recorded in Volume 2000068, Page 1 of the Deed Records
of Dallas County, Texas;
THENCE, departing the said west right-of-way line of Coppell Road, traversing said ARC IV,
L.L.C. tract, the following seventeen (17) calls:
North 89 degrees, 18 minutes, 15 seconds West, a distance of 150.37 feet to a point for
corner;
South 79 degrees, 16 minutes, 45 seconds West, a distance of 49.91 feet to a point for
corner;
North 89 degrees, 03 minutes, 05 seconds West, a distance of 64.35 feet to a point for
corner; said point being the beginning of a curve to the left whose center bears South 00
degrees, 56 minutes, 55 seconds West, a distance of 265.00 feet from said point;
in a westerly direction, along the said tangent curve to the left, through a central angle of
08 degrees, 52 minutes, 56 seconds, an arc distance of 41.08 feet, on chord bearing and
distance of South 86 degrees, 30 minutes, 27 seconds West, 41.04 feet to a point;
South 82 degrees, 03 minutes, 59 seconds West, a distance of 42.13 feet to a point for
corner; said point being the beginning of a curve to the left whose center bears South 07
degrees, 56 minutes, 01 seconds East, a distance of 190.00 feet from said point;
Page 1 of 9
20-FOOT WATER LINE EASEMENT (TRACT I) (continued)
In a southwesterly direction, along the said tangent curve to the left, through a central
angle of 12 degrees, 15 minutes, 22 seconds, an arc distance of 40.64 feet, on chord
bearing and distance of South 75 degrees, 56 minutes, 18 seconds West, 40.57 feet to a
point; said point being the beginning of a curve to the right whose center bears North 20
degrees, 11 minutes, 23 seconds West, a distance of 210.00 feet from said point;
In a southwesterly direction, along the said reverse curve to the right, through a central
angle of 22 degrees, 08 minutes, 49 seconds, an arc distance of 81.17 feet, on chord
bearing and distance of South 80 degrees, 53 minutes, 02 seconds West, 80.67 feet to a
point;
North 88 degrees, 02 minutes, 34 seconds West, a distance of 197.35 feet to a point for
corner;
North 01 degrees, 57 minutes, 26 seconds East, a distance of 20.00 feet to a point for
corner;
South 88 degrees, 02 minutes, 34 seconds East, a distance of 197.35 feet to a point for
corner; said point being the beginning of a curve to the left whose center bears Nodh 01
degrees, 57 minutes, 26 seconds East, a distance of 190.00 feet from said point;
In a northeasterly direction, along the said tangent curve to the left, through a central
angle of 22 degrees, 08 minutes, 49 seconds, an arc distance of 73.44 feet, on chord
bearing and distance of North 80 degrees, 53 minutes, 02 seconds East, 72.99 feet to a
point; said point being the beginning of a curve to the right whose center bears South 20
degrees, 11 minutes, 23 seconds East, a distance of 210.00 feet from said point;
In a northeasterly direction, along the said reverse curve to the right, through a central
angle of 12 degrees, 15 minutes, 22 seconds, an arc distance of 44.92 feet, on chord
bearing and distance of North 75 degrees, 56 minutes, 18 seconds East, 44.84 feet to a
point;
North 82 degrees, 03 minutes, 59 seconds East, a distance of 42.13 feet to a point for
corner; said point being the beginning of a curve to the right whose center bears South
07 degrees, 56 minutes, 01 seconds East, a distance of 285.00 feet from said point;
In a easterly direction, along the said tangent curve to the right, through a central angle of
08 degrees, 52 minutes, 56 seconds, an arc distance of 44.18 feet, on chord bearing and
distance of North 86 degrees, 30 minutes, 27 seconds East, 44.14 feet to a point;
South 89 degrees, 03 minutes, 05 seconds East, a distance of 62.30 feet to a point for
corner;
North 79 degrees, 16 minutes, 45 seconds East, a distance of 49.87 feet to a point for
corner;
Page 2 of 9
20-FOOT WATER LINE EASEMENT (TRACT I) (continued)
South 89 degrees, 18 minutes, 15 seconds East, a distance of 152.10 feet to the POINT
OF BEGINNING.
CONTAINING, 13,333 square feet or 0.306 acre of land, more or less.
The undersigned, Registered Professional Land Surveyor, hereby certifies that this plat of survey
accurately sets out the metes and bounds of the easement tract described.
Land Surveyor No. 4900
Page 3 of 9
20-FOOT WATER LINE EASEMENT (TRACT II)
John Vest Survey, Abstract No. 1508,
City of Coppell, Dallas County, Texas
DESCRIPTION, of a 2,615 square foot (0.060 acre) tract of land situated in the John Vest, Survey
Abstract No. 1508, County of Dallas, Texas, said tract being a part of the tract of land described
in Special Warranty Deed from Bray Brothers, Ltd. to ARC IV, L.L.C. recorded in Volume
2000013, Page 5633 of the Deed Records of Dallas County, Texas; said 2,615 square foot tract
being more particularly described as follows:
COMMENCING, at a 1/2-inch iron rod with "Coombs Land Surveying" cap found at the west right-
of-way line of Coppell Road (a 72.5 foot wide right-of-way); said point being the northeast corner
of said ARC IV, L.L.C. tract; said point also being the southeast corner of Lot 1, Irby Addition, an
addition to the City of Coppell, Texas according to the plat recorded in Volume 32, Page 165 of
the Map Records of Dallas, County, Texas; said point being South 00 degrees, 02 minutes, 51
seconds East, (Due South, plat bearing) a distance of 163.00 feet from 1/2-inch iron rod found at
the intersection of said west line of Coppell Road with the south right-of-way line of Oak Grove
Lane (a 60 foot wide right-of-way);
THENCE, North 88 degrees, 34 minutes, 00 seconds West, departing said west right-of-way line
of Coppell Road, and along common line of said Irby Addition and said ARC tV, L.L.C. tract, a
distance of 935.00 feet to a 5/8-inch iron rod found for corner; said point being the southwest
corner of said Irby Addition; said point also being a southeast corner of Lot 1, Block 1, Alford
Media Addition, an addition to the City of Coppell, Dallas County, Texas according to the plat
recorded in Volume 98078, Page 76 of the Deed Records of Dallas, County, Texas;
THENCE, North 89 degrees, 02 minutes, 48 seconds West, along a north line of said ARC IV,
L.L.C. tract and a south line of said Alford Media Addition, a distance of 5.00 feet to the POINT
OF BEGINNING;
THENCE, departing the common line of said ARC IV, L.L.C. tract and said Alford Media Addition,
traversing said ARC IV, L.L.C. tract, the following nine (9) calls;
South 00 degrees, 03 minutes, 00 seconds East, a distance of 3.31 feet to a point for
corner;
South 11 degrees, 13 minutes, 23 seconds West, a distance of 38.68 feet to a point for
corner;
South 22 degrees, 28 minutes, 23 seconds West, a distance of 58.24 feet to a point for
corner;
South 00 degrees, 01 minutes, 37 seconds East, a distance of 30.32 feet to a point for
corner;
South 89 degrees, 58 minutes, 23 seconds West, a distance of 20.00 feet to a point for
corner;
North 00 degrees, 01 minutes, 37 seconds West, a distance of 34.29 feet to a point for
corner;
Page 4 of 9
20-FOOT WATER LINE EASEMENT (TRACT II) (continued)
North 22 degrees, 28 minutes, 23 seconds East, a distance of 60.25 feet to a point for
corner,
North 11 degrees, 13 minutes, 23 seconds East, a distance of 34.73 feet to a point for
corner;
North 00 degrees, 03 minutes, 00 seconds West, a distance of 1.69 feet to a point for
corner; said point being on the common line of said ARC IV, EEC. tract and said Alford
Media Addition;
THENCE, South 89 degrees, 02 minutes, 48 seconds East, along the common line of said ARC
IV, EEC. tract and said AIford Media Addition, a distance of 20.00 feet to the POINT OF
BEGINNING.
CONTAINING, 2,615 square feet or 0.060 acre of land, more or less.
The undersigned, Registered Professional Land Surveyor, hereby certifies that this plat of survey
accurately sets out the metes and bounds of the easement tract described.
Mark A. Pache~co Date ~'.".?~. _ ~..~¥.':.'-~%~r
Registered Professional · ¢'_'..'*,~ 4YUV ~_-,...,~-~'
Land Surveyor No. 4900 ,~'4;?.~s s ~'.~,'~,
2269-11
Page 5 of 9
50 100 200 .300
GRAPHIC SCALE IN FEET
-POINT OF
COMMENCING.. COPPELL ROADJ
(TRACT I AND II) ~ (72.5' R.O.W.) I
S 00'02'51' E 163.00~[~-S 00'02'51' E '.
'~ /2r (DUE SOUTH PLAT CAll)T~S 00'02'51~-E-'~S~ E-DE~ CA~--"~'~'--I --
1/2-INCH IRONI / J I~ 1/2-INCH IRON ROD
']-- I J ~- W/"COOMBS LAND SURVEYING"
ROD FOUND I I ~ m CAP FOUND cc, r-.-
ARC IV, L.L.C.
(VOL. 200001,3, PG. 56,33)
I 7 I MATCH LINE SHEET 6
J J J MATCH LINE SHEET 8
Note:
The undersigned, Registered Professional Land Bearing system for this survey based on a bearing
Surveyor, hereby certifies that this plat of of North 88 degrees, 54 minu~es, O0 seconds West
survey accurctel sets out the metes cnd for a north line of tract of land described in Special
bounds tract described. Warranty Deed to ARC IV, L.L.C., recorded in Volume
2000015. Page 5655 of the Deed Records of Dallas
County. Texas.
Date
Land Surveyor
20' WATER LINE
EASEMENT
LOCATED IN THE crib' OF COPPELL, TEXAS
AND BEING ON1' OF THE
JOHN VEST SURVEY, ABSTRACT NO. 1508,
DALLAS COUN13', TEXAS
SHEET 6 OF 9
No. 4900
8350 N CENTRAL EXPWY SUITE 1000 DALLAS, TEXAS 75206 972.235.3031
MAP 2269-02.022
DWG FILE: 2269-02-022ES.DWG
POINT OF
BEGINNING
(I~ACT I)
S 00'02'51" E
COPPELL ROAD
"+" CUT IN TOP (72.5' R,O.W.)
N 0~._'1~.~5J" W /- OF WALL FOUND
485.48'
20' WATER LINE I
EASEMENT I ~
-- 0.306 ACRE I / ~5~
03,333 S.F.) ~ ~
I
SEE SHEET 9 15A
FOR LINE TAB~ I ~
I
oo'~I~· w I I
. ~ FOR CUR~ TABLE
~~ , ~4~13' ~ I
~'-=~ ~ 12A
~-S ~ O~ w
~=~.67' 11B
50 1 O0 200 300
GRAPHIC SCALE IN FEET
DWG FILE: 2269-02-022E3. DWG
0 50 100 200 500
I I I I I
GRAPHIC SCALE IN FEET
I I 7 I
I
MATCH LINE SHEET 6
MATCH LINE SHEET 8
L
I{~) I I ARC IV, L.L.C.
1~ ~".' I ~' - I (VOL. 200001,3, PG. 56,33)
,~ ~ 0 ~ 11
~0
I 0 j -~ ~j ~ ~ 80~'.' w
PDIMT DG -
'~}; Z/ 5.~}SEE SHEET 9
L ~ - __ L7 0.060 ACRE
(2,6~5 S.F.)
20' U~LI~ EASEMENT~
(VOL. 98078, PG. 76)~ J ~PROPOSED 2~ ~ LI~Z "~ ~
'WATER LINE EASEMENTJ '~ ~'~1
NOR~ DALLAS BA~K & ~UST CO.
(VOL. 99161, PG. 2551)
/
LOCATED IN THE CITY OF COPPELL, TEXAS
AND BEING OUT OF THE
8350 N CENTRAL EXPWY SUITE 1000 DALLAS. TEXAS 75208 972.23E.303f JOHN VEST SURVEY, ABSTRACT NO. 1508,
.~'c,,.z~ ~ .~oe,~u~, DALLAS COUNTY, TEXAS
RLG MAP 1'-100' SEP. 2002 2269-02.022 SHEET 8 OF 9
DWG ~LE: 2269-02-022E3.DWG
LINE TABLE (TRACT I)
LINE BEARING LENGTH
L1 S 79'16'45' W 49.91'
L2 N 01'57'26" E 20.00'
L3 N 82~)3'59" E 42.13'
L4 S 89'03'05" E 62.50'
L5 N 79'16'45" E 49,87'
LINE TABLE (TRACT II)
UNE BEARING LENGTH
L6 S 00~5'00" E 5,31'
L7 S 11'15'23" W 58,68'
L8 S 22'28'23" W 58.24'
L9 S 00~)1'37" E 30,52'
LIO S 89'58'25" W 20.00'
Lll N 00~1'37" W 34.29'
L12 N 22'28'23' E 60.25'
L13 N 1115'25" E 54.73'
L14 N 00'03'00" W 1.69'
L15 S 89'02'48' E: 20.00'
CURVE DELTA RADIUS
1 08'52'56" 265.00'
CURVE TABLE (TRACT I)
TANGENT LENGTH CHORD BEARING
20.58' 41.08'
2 12'15'22' 190.00' 20.40' 40,64'
CHORD LENGTH
S 86'30'27" W 41.04'
S 75'56'18' W 40.57'
3 22'08'49" 190.00'
4 08'52'56" 285.00'
37.19' 75.44'
22.14' 44.18'
N 80'55'02" E 72.99'
N 86*30'27" E 44.14'
83~0 N CENTRAL EXPWY SUITE 1000
RLG MAP 1'=100'
DALLAS, TEXAS 75206 972.235,3031
S~P. 2002 2269-02.022
2O' WATER LINE
EASEMENT
LOCATED IN THE CRY OF COPPELL, TEXAS
AND BEING OUT OF THE
JOHN VEST SURVEY, ABSTRACT NO. 1508,
DALLAS COUNTY, TEXAS
SHEET 9 OF 9
DWG FILE: 2269-02-022ES.DWG