Vistas of C 1stP-CN 961203THE STATE OF TEXAS
COUNTY OF DENTON
QUITCLAIM DEED
04/18/97 4707G!
Deed
$31.
KNOW ALL MEN BY THESE PRESENTS:
THAT, the CITY OF LEWISVILLE, TEXAS, a municipal corporation of the State of
Texas ("Grantor"), for and in consideration of the stun of Ten and No/100 Dollars ($10.00) cash
in hand paid by VISTA PROPERTIES COMPANY, a Division of Centex Homes, a Nevada
general partnership (formerly known as Vista Partners) ("Grantee"), whose address is 5950
Berkshire Lane, Suite 400, Dallas, Texas 75225, and other good and valuable consideration the
receipt and sufficiency of which are hereby acknowledged by Grantor, has QUITCLAIMED unto
Grantee ail of Grantor's right, title, interest, claim, and demand in and to, and by these presents
does QUITCLAIM all of Grantor's right, title, interest, claim, and demand in and to, those
"Sewer Improvements," "Water Improvements," and "Drainage Improvements" more
particularly described on Exhibit "A," Exhibit "B," and Exhibit "C" attached to and made apart
of this deed, together with all and singular Grantor's right, title, interest, claim, and demand in
and to ail rights, privileges, hereditaments, and appurtenances pertaining to such improvements
(collectively, the "Property.").
TO HAVE AND TO HOLD the above described rights, titles, interests, claims, and
demands to said Property to Grantee and Grantee's successors and assigns forever. Neither
Grantor nor Grantor's successors or assigns shall have any right, title, interest, claim, or demand
to the Property or any part thereof.
Grantor hereby disclaims any warranty, covenant, or guaranty concerning the nature and
condition of the Property. The Property is quitclaimed on an "AS IS" basis, and by its
acceptance of this deed and in consideration of the quitclaim by Grantor herein, Grantee
acknowledges that Grantor makes no warranty, covenant, or guaranty concerning the nature and
condition of the Property. The Property is also quitclaimed subject to all matters of record with
regard to any rights, titles, interest, claims, or demands of parties other than Grantor.
EXECUTED to be effective the ~ day of~:_t~, 1996.
THE CITY OF LEWISVILLE, TEXAS
97076
02766
07777.0058:0206226.01
THE STATE OF TEXAS
COUNTY OF DENTON
This instrument
.~_~0~ , 199~by
was acknowledged before me on the ~5 ~
f~'f Notary Publi~in and for
the State of Texas
My Commission Expires:
__ day of "
...2 - I~'-oXooo
97076 02767
07777.0058:0206226.01
12" & 8" SANITARY SEWER MAIN
BEING a 12" sanitary sewer main situated in the G.C. Woolsey Survey, Abstract
No. 1402 in the City of Coppell, Dallas County, Texas and being part of a sanitary sewer
line (called Line "A") as shown on sheet 86 of 106 of the water and sanitary sewer
construction plans by Dannenbaum Engineering Corporation, dated January, 1986, and
being more particularly described as follows:
BEGINNING at a point on the north side of Vista Ridge Boulevard (a variable
width right-of-way) at sanitary sewer centerline station 91 +39.36 of the above said
construction plans;
THENCE along the said sanitary sewer centefline in a westerly direction 660.64
feet to a manhole being at station 98+00;
THENCE in a southerly direction 400 feet to the end of an 8" sanitary sewer line;
THENCE beginning again at the manhole at station 98+00, and continuing in a
westerly direction 845.02 feet to the end of said sanitary sewer centerline, station
106+45.02.
file/¢smt.95101 g
EXHIBIT
97076 02768
10" & 18" SANITARY SEWER
BEING a 10" & 18" sanitary sewer line situated in the Clarinda Squires Survey,
Abstract No. 1327 and the G.C. Woolsey Survey, Abstract No. 1402 in the City of
Coppell, Dallas County, Texas and being part of a sanitary sewer line as shown on sheet
86 of 106 of the water and sanitary sewer construction plans by Dannenbaum
Engineering Corporation, dated January, 1986, and being more particularly described as
follows:
BEGINNING at the 18" sanitary sewer centerline station 15+21.21 of the above
said construction plans;
THENCE S. 23°00'00" E., 79.55 feet to a station 16+00.76;
THENCE S. 62o22'34" W., 605.32 feet to a station 22+06.18;
THENCE S. 63o26'06" W., 595.76 feet to a station 28+01.94, said point being the
beginning of a curve to the right having a central angle of 11°23'32" and a radius of
372.50 feet;
THENCE along said curve 74.06 feet to the end of said curve, station 28+76;
THENCE S. 74°49'38" W., 170.50 feet continuing along the said 18" sanitary
sewer centerline to station 30+46.50, said point being the beginning of the said 10"
sanitary sewer centerline;
THENCE S. 74°49'38" W., 1567.59 feet to station 46+14.09, said point being the
beginning of a curve to the right having a central angle of 10030'22" and a radius of
372.50 feet;
THENCE along said curve 68.30 feet to the end of said curve, station 46+82.39;
THENCE S. 85o19'59" W., 545.71 feet to the end of said 10" sanitary sewer
centerline, station 52+28.10;
esmt.95-101 f
EXHIBIT 'A'
97076 02769
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12" WATER MAIN
BEING a 12" water main situated in the G.C. Woolsey Survey, Abstract No.
1402 in the City of Coppell, Dallas County, Texas and being part of a water line as shown
on sheet 86 of 106 of the water and sanitary sewer construction plans by Dannenbaum
Engineering Corporation, dated January, 1986, and being more particularly described as
follows:
BEGINNING at a point on the east side of Denton Tap Road (a variable width
right-of-way), said point being at Denton Tap Road paving station 46+26.50;
THENCE in a southerly direction and along the east side of Denton Tap Road,
1310.00 feet to Denton Tap Road paving station 33+16.50, said point being at a 12" by
12" Tee being at the intersection of the east line of Denton Tap Road with the south line
of Vista Ridge Boulevard (a variable width right-of-way), said point being at Vista Ridge
Boulevard paving station 11+75.00;
THENCE along the south side of Vista Ridge Boulevard a total distance of
6,467.46 feet to the end of said 12" water main, being at Vista Ridge Boulevard paving
station 76+42.46;
filedesmt.95-101 h
EXHIBIT 'B"
97076 02771
12" & 8" WATER MAIN
BEING a 12" water main situated in the G.C. Woolsey Survey, Abstract No. 1402
in the City of Coppell, Dallas County, Texas and being part of a water line as shown on
sheet 92 of 113 of the water and sanitary sewer construction plans by Dannenbaum ·
Engineering Corporation, dated November, 1985, and being more particularly described
as follows:
BEGINNING at a point on the west side of MacArthur Boulevard (a 120 foot
right-of-way), at centerline paving station 235+11.42;
THENCE in a southerly direction and along the said west side of MacArthur
Boulevard, 251.42 feet to a 12" by a 8" Tee being at paving station 232+60;
THENCE in an easterly direction 110 feet to the end of an 8" water line;
THENCE beginning again at the 12" by 8" Tee at paving station 232+60 feet, and
continuing in a southerly direction 210 feet to the end of said water line, at paving station
230+37;
File/esmt.95-10 [ k
EXHIBI'T "B'
97076 O2772
LOT
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LOT 2
LOT I
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BLOC K
LOT 2
LOT $
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LOT I
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LOT I
LOT
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BLOCK O
LOT I AESP. ~40Z -
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EXHIBIT
WATER LINES
CLARINDA SQUIRES SUR, , ABST, 1327
G.C. WOOLSEY SURVEY , ABST. 1402
CITY OF COPPELL , DALLAS CO., TEXAS
OCTOBER , 1996
SCALE :1"= 600t
DOWDEY , ANDERSON 8, ASSOCIATES,INC.
IG2SO DALLAS PKWY. SUITE I00
{g72 )931-0694 DALLAS ,'TEXAS 753'48
36" CONCRETE PIPE
BEING a 36" reinforced concrete pipe situated in the G.C. Woolsey Survey,
Abstract No. 1402 in the City of Coppell, Dallas County, Texas and bring part of a storm
sewer plan as shown on sheet 57 of 86 of the construction plans by Dannenbaum
Engineering Corporation, dated November, 1986 and bring more particularly described as
follows:
BEGINNING at a point on the south line of Vista Ridge Boulevard (a variable
width right-of-way) at station 15+20.66 of the above said construction plans;
THENCE S. 08o23, 19" W., 17.00 feet to station 15+03.66;
THENCE
THENCE
THENCE
THENCE
THENCE
THENCE
THENCE
THENCE
THENCE
station 1 +90.09.
S. 21°36'41'' E., 135.49 feet to station 13+68.17;
S. 06°28'16" E., 243.09 feet to station 11+25.08;
S. 27°06'14" E., 151.29 feet to station 9+73.79;
S. 85o03'38" E., 379.63 feet to station 5+94.16
N. 51°10'13" E., 52.49 feet to station 5+41.67'
S. 84017'22" E., 69.29 feet to station 4+72.38;
S. 14°12'24" E., 82.40 feet to station 3+89.98;
S. 14°20'08" W., 80.55 feet to station 3+09.43;
S. 11°47'49" E., 119.34 feet to the end of said 36" concrete pipe,
file/esmt.95101
EXHIBIT 'C'
97076 02774
10' X 10' DRAINAGE BOX
BEING a centerline description of a reinforced concrete box culvert situated in the
Clarinda Squires Survey, Abstract No. 1327 and the G.C. Woolsey Survey, Abstract No.
1402 in the City of Coppell, Dallas County, Texas and being part of a storm sewer plan as
shown on sheet 53 of 86 of the construction plans by Dannenbaum Engineering
Corporation, dated February, 1986 and being part of Lot 1 in Block "G" of Vista Ridge,
an addition to the City of Lewisville as recorded in Cabinet "F", Page 271 of the Plat
Records of Denton County, Texas, said centerline being more particularly described as
follows:
BEGINNING at a point on the south line of Vista Ridge Boulevard (a variable
width right-of-way), said point being station 12+76.62 of the above said construction
plans;
THENCE S. 00°45'51" W., 1120.14 feet to the end of said 10' x 10' concrete
box, station 1+56.48.
file/esmt.95101 a
EXHIBIT
97076 02775
6' X 6' AND 7' X 6' DRAINAGE BOX
BEING a centerline description of a reinforced concrete box culvert situated in the
Clarinda Squires Survey, Abstract No. 1327 and the G.C. Woolsey Survey, Abstract No.
1402 in the City of Coppell, Dallas County, Texas and being part of a storm sewer and
ditch plan as shown on. sheet 73 of 86 of the construction plans by Dannenbaum
Engineering Corporation, dated February, 1986 and being part of Lot 2 in Block "G" of
Vista Ridge, an addition to the City of Lewisville as recorded in Cabinet "F", Page 271 of
the Plat Records of Denton County, Texas, said centerline being more particularly
described as follows:
BEGINNING at a point on the south line of Vista Ridge Boulevard (a variable
width right-of-way), said point being station 14+68.28 of the above said construction
plans, and the beginning of a 6' x 6' concrete box;
THENCE S. 14°34'31" E., 149.19 feet to a point for comer, station 13+49.74;
THENCE S. 19o53'05" E., 697.42 feet continuing along the centerline of the said
6' x 6' concrete box to station 6+52.32, said point being the beginning of a 7' X 6'
concrete box;
THENCE S. 23o00'00" E., 509.49 feet to the end of said 7' x 6' concrete box,
station 1+42.83.
EXHIBIT
97076 02776
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STATE OF TE~S COUN~ 0~ DAL~
I ~re~ ~ this ~stmment was filed on t~ date and
nd was duly ~co~ed ~n the volu=e God
stsm¢~ he,on ~.me a. _, n.,~ ~n~. T~s as stam~
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CLERK, Oattas County, Tex~l
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