ST9301A-CS 960809August 9, 1996
Earl Farrow
617 North Charles
Lewisville, TX 75057
RE: Tract 7 of the Weston Perry Abstract 1152 (Sandy Lalce Rd. Bridge Project #ST 93-01A)
Dear Mr. Farrow:
For some time now, Dallas County, worlcing through various consultants, has been designing
the upgrade of the existing bridge on Sandy Lalce Road over the Elm Forlc of the Trinity River.
It had been anticipated that construction would begin in late 1995. However, some design
considerations associated with existing development and with the impact on McInnish Parle Ms
delayed the construction of the bridge. The design plans have now been completed and in May~
1996 the City of Coppell was presented with the right-of-way documents. Part of the City's
contract with the County requires the City to acquire any necessary right-of-way and easements
for the construction of the bridge. While your property is somewhat west of the bridge, the?e
will be a transition area from the bridge back to the existing paving. Therefore, the City does
need to acquire right-of-way from your property. The right-of-way would be approximately a
25' wide strip off of the front of the property and approximately a 10' slope easement adjacent
to the right-of-way.
With this letter I am providing copies of the right-of-way description, the slope easement
description and an exhibit showing the right-of-way in the easement. In the cover letter from
Dallas County to the City, the County stressed that they are attempting to proceed as quickly as
possible to let the construction contract for the bridge. To expedite the discussion between
yourself and the City, I am providing the documents and I am also requesting that you contact
me at (214)304-3679 so that we can schedule a meeting at your convenience to discuss the scope
of the project and the impact of the project on your property in greater detail. If we are unable
to meet during the weekday, I am available for meetings any evening after worlc or on Saturday
morning.
Thanlc you for your consideration of this request and I loolc forward to hearing from you in the
very near future so that we can schedule a convenient time to discuss this project.
Sincerely,
Kenneth M. Griffin, P.E.
Assistant City Manager/City Engineer
Sandy Lake Road
Project No. 91-838
Parcel: 28 ROW
May 22, 1996
RIGHT-OF-WAY DESCRIPTION
BEING 0.1733-acre tract of land located within the Weston Perry Survey, Abstract Number
1152, in the City of Coppell, Dallas County, Texas; the subject tract being a portion of a 38.1
acre tract of land as described in Volume 3840, Page 1'85 Deed Records Dallas County, Texas
(DRDCT) and a portion of the 7.316-acre tract of land conveyed from John Wesley Hundall,
III and Jean Hundall Marsh to Floyd C. Farrow and Earl K. Farrow as recorded in Volume
76127, Page 2568 (DRDCT), the subject tract being part of the proposed right-of-way for Sandy
Lake Road (variable width right-of-way Dallas County Project No. 91-838) and the subject tract
of land being more particularly described as follows:
BEGINNING at a 1/2" found iron rod on the northwesterly corner of a said 7.316-acre tract and
northeasterly corner of a 25.006-acre tract of land as recorded in Volume 90033 Page
0269(DRDCT), said point also lying 30.40 feet to the right of the proposed centerline station
64+41.76;
THENCE South 89' 50' 37" East, a distance of 339.12 feet, departing said northeast and
northwest corners and along the north line of said 7.316-acre tract 30 feet parallel and south of
the existing centerline of Sandy Lake Road to a 1/2" set iron rod with yellow plastic cap
stamped "HALFF ASSOC. ,INC." (hereafter referred to as with cap) lying on the west line of
a 1.4817-acre tract of land as recorded in Volume 83077, Page 2161 (DRDCT), said point also
being the northeast corner of said 7.316-acre tract;
THENCE South 08' 44' 57" East, a distance of 15.21 feet, departing said north line and
northeast corner and along the common line of the aforementioned 7.316-acre and 1.4817-acre
tracts to a 1/2" set iron rod with cap 55.00 feet south of said proposed Sandy Lake Road
centerline, to a point lying on a curve to the right, having a central angle of 04' 42' 52", a
radius of 2555.00 feet, a chord bearing South 87' 38' 34" West a chord distance of 210.17 feet;
THENCE in a westerly direction, departing said common line and along said curve 55.00 feet
south of said proposed centerline, an arc distance of 210.23 feet to a 1/2" set iron rod with cap
for the point of tangency;
THENCE North 90' 00' 00" West, a distance of 125.88 feet continuing 55.00 feet south of said
proposed Sandy Lake Road centerline to a 1/2" set iron rod with cap lying on the common line
of said 25.006-acre and 7.316-acre tracts of land for corner;
PAGE 1 OF 2 PARCEL 28
THENCE North 12' 44' 50" West, a distance of 25.22 feet along said common line to the
POINT OF BEGINNING and containing 7,549 square feet or 0.1733 acres of land more or less.
Note: Bearing system is rotated 00' 28' 51" seconds counterclockwise from plat boundary
of Carrollton Dam dated August 25, 1988 and prepared by the City of Dallas Water
Utilities.
Ra g Jr, P E, P L S er 2958
PAGE 2 OF 2 PARCEL 28
Sandy Lake Road
Project No. 91-838
Parcel: 28 SE
May 22, 1996
SLOPE EASEMENT
BEING 0.0966-acre tract of land located within the Weston Perry Survey, Abstract Number
1152, in the City of Coppell, Dallas County, Texas; the subject tract being a portion of a 38.1
acre tract of land as described in Volume 3840, Page 185 Deed Records Dallas County, Texas
(DRDCT) and a portion of the 7.316-acre tract of land conveyed from John Wesley Hundall,
III and Jean Hundall Marsh to Floyd C. Farrow and Earl K.:Farrow as recorded in Volume
76127, Page 2568 (DRDCT), the subject tract being a proposed slope easement for Sandy Lake
Road (variable width right-of-way Dallas County Project No. 91-838) and the subject tract of
land being more particularly described as follows:
COMMENCING at a 1/2" found iron rod on the northwesterly comer of a said 7.316-acre tract
and northeasterly comer of a 25.006-acre tract of land as recorded in Volume 90033 Page
0269(DRDCT), said point also lying 30.40 to the right of proposed centerline station 64+41.76;
THENCE South 12' 44' 50" East, a distance of 25.22 feet, departing said northeast and
northwest comers and along the common line of said 25.006-acre and 7.316-acre tracts to a 1/2"
set iron rod with yellow plastic cap stamped "HALFF ASSOC.,INC." (hereafter referred to as
with cap) lying 55.00 feet south of the proposed centeriine of Sandy Lake Road for the POINT
OF BEGINNING;
THENCE South 90' 00' 00" East, a distance of 125.88 feet, departing said common line and
continuing 55.00 feet south of said proposed centerline to a 1/2" set iron rod with cap lying on
a curve to the left having a central angle of 04' 42' 52", a radius 2555.00 feet and a chord
bearing of North 87' 38' 34" East a chord distance of 210.17 feet;
THENCE in a easterly direction continuing 55.00 feet south of said proposed centerline an arc
distance of 210.23 feet to a 1/2" set iron rod lying on the common line of a 1.4817-acre tract
as described in Volume 83077, Page 2161 (DRDCT) and the aforementioned 7.316-acre tract
for a comer;
THENCE South 08' 44' 57" East, a distance of 43.15 feet along said common line to a 1/2"
set iron rod with cap 98.04 feet south of said proposed Sandy Lake Road centerline for a comer:
THENCE South 81' 15' 03" West, a distance of 25.00 feet to a 1/2" set iron rod with cap to
a point lying 98.89 feet south of said proposed centerline for a comer;
THENCE North 08' 44' 57" West a distance of 35.00 feet to a point 65.00 feet south of said
proposed centerline, said point also lies on a curve to the right having a central angle of 04' 10'
PAGE 1 OF 2 PARCEL 28 SE
12", a radius of 2565.00 feet and a chord bearing of South 87' 54' 54" West a chord distance
186.64 feet;
THENCE along said curve an arc distance of 186.68 feet to a 1/2" set iron rod with cap for the
point of tangency;
THENCE North 90' 00' 00" West, a distance of 123.61 feet continuing 65.00 feet south of
said proposed centerline to a 1/2" set iron rod with cap lying on the common line of the
aforememioned 25.006-acre and 7.316-acre tract for comer;
THENCE North 12' 44' 50" West, a distance of 10.25 feet along said common line to the
POINT OF BEGINNING and containing 4,208 square feet or 0.0966 acres of land more or
less.
Note: Bearing system is rotated 00' 28' 51" seconds counterclockwise from plat boundary
of Carrollton Dam dated August 25, 1988 and prepared by the City of Dallas Water
Utilities.
Number 2958
PAGE 2 OF 2 PARCEL 28 SE
' '
N PARCEL NO. 28.
.. '$CALF.,I'=.~O' 4~ LEGEND ~ PARCEL NO. 28 SE
SETV2' IRON RO0
PROP. EASEMENT $J,R. o WITH YELLOW PLASTIC CAP
RIGHT-OF-,kY TAKE '/CAP STAMPED ~HALFF 'SSOC-. INC-'
BEYOND UM)EDICATED R--O-, SET P.K. NAILo SET PK NAIL iN PAVEkf~T PROP.
× ×
PROP. CENTERLINE ' EXIST. FENCE LINE I.S.D.
PROP. PAVEMEN'I' PP.C~ EXIST. POWER POLE
EASEMENT LIqE W.M.H.0 WATER MANHOLE D.R .C.T.
EXIST. ~ICATED R-O-W LP 0 EXIST. LIGHT POLE
EXIST' CF..NTERLBIE (CALC.) W.V. T WATER vALVE
EXIST. OVERHEAD ELECTRIC P.O.C. POINT OF COIdM~NT WATER LINE
P.O.B. POINT OF BE~ VOL. 72t92, PG.
/,,, D.R.D.C.T.
.- ~ PARCEL 27
SU,~ELT SAV,.GS '~ ~- ~i '
F.S.B. ~et ~ox,
VOL. 90153. PG. 3583 / Marker' >~ ",, 6' Choln link
·
.. D.R.B.c.'r. ! { ,,,
· .~_._~.~o-,, ~ _~.~. ~z' T,---O! , 6 .... ?.~.,.
-- ' ' == ...... .'"'~F .~,~,~u-:~. ..... ~...-'.. ...... '~-' ~ -~ ....
DaST. ~ SN~)Y LAKE ~ R--O-I 'rroff~c ...... --.r'- -~-
ASSHOWgglCDALLASCI~Pt. ATBO~ . '~ -- .............. ,~'~-
. *~'~ ,'~ ,,.~ .~, ........,L~S A ND Y L AK E,~U, .................... PROP.
P&qCEL 28 ~' c.> .......... --r-~
, ~.u~. c~ ,v~,. ~ w,,c~ PARCEL
bJ STA.
30.~ RBtlT z --
9' T~,e ~ T~o~'I~ S,a. = C1~S87'38~ ..........
' CD~210
3AMES A. HARRINGTON
, VOL. 83077, PG. 2161
~ ~ D,R.D.C.T.
P~P~ ~ ~ ST~~ ~ ~RT. ~15'
~ ~4~g ~Fm ~ ~. ~ ~ ~. L=I~' ~~ ,,
PARC~
' ~ FLOYD ~ F~ROg t -', ~T~
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AD~AN
F.
UOORE
ST[VI KNS~[L D~.D.C.T. ' ~ ~1'15'03~
JOHNNY a.E THO~PSON~ G~S~ 318,700 SO, FT, (?,316 AG,)
~ 104 ~[D BY
v~. ~033. ~. o269 P~L 28 ~= 4~08 ~. FT. (0.0~ A~) PAR~L 28= T~549 SQ. FT. (0.1733 AD.) ' , z.~m s~
.. ~ D.R.D.C.T. "" ' ~
· ~S ~ P~ ~ ~ ~LL~
~,~cv. , COUNTY TEXAS
". ASSOCIATES,INC.
' r'' ' ~GI~ERS * ARCHITECTS * SCIENTIST F~ ST~
~ ~ ;'~: 8616 NORTHWEST PLAZA DRIVE
June 13, 1996
4841 Rippy Road
Flower Mound, TX 75028
~: Tract 7 of ~e Weston Pe~ Abstract 1152 (Sandy ~e Rd. Bridge Project gST 93-01A)
Dear Mr. Farrow:
For some time now, Dallas County, working through various consultants, has been designing
the upgrade of the existing bridge on Sandy Lake Road over the Elm Fork of the Trinity River.
It had been anticipated that construction would begin in late 1995. However, some design
considerations associated with existing development and with the impact on McInnish Park has
delayed the construction of the bridge. The design plans have now been completed and in May,
1996 the City of Coppell was presented with the right-of-way documents. Part of the City's
contract with the County requires the City to acquire any necessary right-of-way and easements
for the construction of the bridge. While your property is somewhat west of the bridge, there
will be a transition area from the bridge back to the existing paving. Therefore, the City does
need to acquire right-of-way from your property. The right-of-way would be approximately a
25' wide strip off of the front of the property and approximately a 10' slope easement adjacent
to the right-of-way.
With this letter I am providing copies of the right-of-way description, the slope easement
description and an exhibit showing the right-of-way in the easement. In the cover letter from
Dallas County to the City, the County stressed that they are attempting to proceed as quickly as
possible to let the construction contract for the bridge. To expedite the discussion between
yourself and the City, I am providing the documents and I am also requesting that you contact
me at (214)304-3679 so that we can schedule a meeting at your convenience to discuss the scope
of the project and the impact of the project on your property in greater detail. If we are unable
to meet during the weekday, I am available for meetings any evening after work or on Saturday
morning.
Thank you for your consideration of this request and I look forward to hearing from you in the
very near future so that we can schedule a convenient time to discuss this project.
Sincerely,
Kenneth M. Griffin, P.E.
Assistant City Manager/City Engineer