ST8806-CN 820804 CONTRACT OF SALE
STATE OF TEXAS
COUNTY OF DALLAS
THIS ~ONTRACT OF SALE ("Agreement")' is~made by and between
the PARKS OF COPPELL JOINT VENTURE II (hereinafter "Owner") and
the CITY OF COPPELL, a municipal corporation and political sub-
division of the State of Texas (hereinafter "City").upon the
terms and conditions set forth herein.
ARTICLE I
DEFINITIONS
The following terms shall have the meaning set'forth unless
the context clearly requires otherwise:
"Property" - The approximately 766 acres of land owned by
· Owner located within the City, as more particularly described in
the attached Exhibit "A", which is incorporated herein by
reference. -
"Municipal Center Site" - The approximately 6.2 acres o'f
land located within the Property, as more'particularly described
in the attached Exhibit "B", which is incorporated herein by
reference.
"Park Site" - The approximately 164.9 acres of land located
within the Property, as more particularly described in the
attached Exhibit "C", which is incorporated herein by reference.
"Note"- The City's promissory note to be delivered to Owner
as,part'of the purchase price for the Park Site.
"6eed of Trust" - The City's deed of trust to be delivered
to Owner to secure performance of the Note by the City.
"zoning Plan" - The requested zoning for the Property
submitted by Owner to City,'approved by the City Council of the
Cityi'on June 22, 1982, as more particularly set forth in the
attached Exhibit "D", which is incorporated herein by reference.
'... , Page 1' ' . .
I' "Zoning Ordinance" - Ordinance No. 204, as amended, as :
i adopted by the City of Coppell. ' o '6
I "Sub-Division Ordinance" - Ordinance No. 185, as amended,.'as
,I.. · . adopted by the City of Coppell.
ARTICLE II ' "
PURCHASE AND SALE
Owner hereby agrees to convey and City hereby agrees to
purchase the Municipal Center .Site and the Park Site', together
with all and singular the rights and appurtenances pertaining
thereto,-in accordance with the terms of this. Agreement.
ARTICLE III
PURCHASE PRICE ' '
A. .Municipal Center Site. The purchase price for the'
Municipal Center Site shall be-One and no/100 Dollars ($1.00) per
gross square foot. The number of gross .square feet shall be
determined by survey as provided in Article VI hereinafter. The
purchase price for the Municipal Center Site shall be paid by
City to Owner on the Closing Date, as hereinafter defined, in
cash or by cashier's check payable to the order of Owner.
B. Park Site. The purchase price for the Park Site shall
be Three Thousand Nine Hundred Eighty-nine and no/100 Dollars
($3,989.00) per gross acre for the approximately 51.3 acres
· designated "Phase I" on Exhibit "C", Eight Thousand Five Hundred
and no/100 Dollars per gross acre for the first sixteen (16)
acres designated "Phase II" on Exhibit "C", Three Thousand Nine
Hundred Eighty-nine and n~/100 Dollars ($3,989.00) per gross acre
for ~che approximately 46.2 acres remaining in ·Phase II, and Three
Thousand Nine Hundred Eighty-nine and no/100 Dollars ($3,989.00)
per gte. ss acre for the approximately 51.4 acres designated "Phase
III" on Exhibit "C". The number of gross acres shall be deter-
mined' by survey as provided in Article VI hereinafter. The
purchase price for the Park Site shall be paid by City to Owner
on the..closing date as follows: , '...'";..
co.'r CT · """ ·
Page 2 · ':
1. The purchase price for Phase I shall be paid in
cash or by cashier's check payable to the order of Owner; a~d
2. The balance of the purchase price shall be s~tis-
fled by City's execution and delivery of the Note in form and
substance satisfactory to Owner. The Note shall bear interest at
the rate of eleven percent (11%) per annum. Interest only shall
be payable semi-annually. On the first anniversary date of
closing, a principal payment equal to the purchase price for
Phase II shall be made. The balance of the Note shall be due and
payable on the second anniversary date of closing, but not later
than December 31, 1984. The Note shall be secured by a ~endor's
lien retained in the Special Warranty Deed to be delivered by
Owner to City on the Closing Date and by the Deed of.Trust, which
shall cover Phases II and III of the Park Site.
ART}CLE IV
CONDITIONS PRECEDENT TO OBLIGATIONS
BY O%'~ER
The obligation of Owner to consummate this Agreement shall,
at the option of Owner, be subject to the following conditions
precedent, any or all of which may be waived in whole or in part
by Owner in its sole discretion:
1. The Zoning Plan shall have been finally approved
and adopted by the City as an amendment to the Zoning Ordinance,
and such Zoning Plan shall be in full force and effect on the
Closing Date.
2. The City Council of the City shall have granted a
suspension Qf the application of the Sub-Division Ordinance.to
~ ~ the ~roperty to extent required, and shall adopt such other
ordinances as necessary, in order that the Property may be
developed as follows:
~ a. No perimete~ alleys Shall'be required between
developments in different zoning classifications;
· b. Residential lots may front on Moore,
Deforest, Lodge, Heartz, Sandy Lake and Denton Tap
~ageJ
Roads and Parkway Blvd., provided that rear access
driveways are provided for such lots;·
c. Moore, Deforest, Lodge and Heartz Roads and
Parkway Blvd. shall have sixty foot'(60') rights-
of-way with forty-four foot (44') wide paving,
provided that Parkway Blvd. shall be a divided
thoroughfare from Denton Tap Road to Heartz Road
with two 24' paving sections in 74' of right-of-
way.
d. On Moore, Deforest, Heartz and Lodge .Roads
and Parkway Blvd., paving Of only twenty-.f0ur feet
(24') in width shall be required until such time
as a final plat is'filed of record for the~pro-
perry on the opposite side of such road;
e. Denton Tap and'Sandy Lake Roads shall have
" one hundred twenty foot (120'} rights-of-way,
provided neither Owner'nor its successors or
assigns shall be required to construct, grade,
pave or provide drainage for, or be specially
assessed for the construction, grading, paving or
draining, of such roads;
f. Sidewalks shall not be required to be con-
structed until such time as a building permit is
issued for a particular lot or parcel; at such
time, the sidewalk may be constructed at the
street curb line;
g. Funds normally escrowed or used for com-
pletion of perimeter streets upon approval of a
final plat may be used to build other collector
streets in the Property, provided that Owner
enters into an agreement 'at the time to replace
such funds when a subsequent tragt within the.
Property obtains final plat approval.
The deferral of the following perimeter
street escrow or construction' requirements and the
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Page 4 " ' .
following replacement scheduled is acceptable to ".~
the City. Other deferrals and replacements
requested by owner will be reviewed by the Ci~y'on
an individual basis for approval, such approval to
be'not unreasonably withheld.
1. Deforest Road adjacent to the east side .
of Tract 17 - to be deferred at the platting of
the approx'imate south 1/2 of Tract 17 and to be
replaced with the'platting of the remainder'of
· Tract 17.
2. Lodge Road adjacent to ~he west, side of
Tract 11 - to be deffered at the platting'of Tract
11 and to be replaced with the platting of"Tract
9.
31 Moore Road adjacent to the west side of
Tract 17 - to b4 deferred at the platting of Tract
' 17 and to be replaced with the platting of Tract '"" '
10.
4. Deforest Road adjacent to the east side
of Tract 15 - to be deferred at the platting of
'Tract 15 and to be' replaced at the platting of
Tract 4 lexcept for Parkway Boulevard right-of-
way).
5. Deforest Road adjacent to the east side
of Tract 14 - to be deferred at the platting of
Tract 14 and to be replaced with the platting of
Tract 6 {except for Parkway Boulevard right-of-
way).
6. Owner may substitute other tracts within
the property for any "replacement" tract provided
Owner can reasonably demonstrate to the City that
the substitute tract has equal or better develop-
ment potential as the tract for which it is '
substituted.
' ' h. Enclosed storm sewers shall be provided in
all areas where the quantity of the accumulated
co T cT
Page 5 ,
storm runoff does not exceed the capacity of a 36"
· diameter reinforced concrete pipe on the maximum/
available slope; where such capacity would be'
exceeded, open drainage channels may be used for
the collector channels in such areas within the
Property;
i. Consent to borrow from or fill areas within
any designated floodway, will not be unreasonably
withheld by the City;
j. The electrical distribution system shall be
permitted to be overhead along. Sandy Lake, Denton
Tap, Heartz, Moore, Lodge and Deforest Roads and
Parkway Blvd. and around the perimeter of each·
separately numbered zoning tract; within each
separate numbered zoning tract, the electrical
" distribution system shall be underground except as
provided above;
.. ·. k. Filing of a final plat for an area shall
'.'; 'i'.i constitute acceptance by 'the City of the streets
for maintenance within such areas. Provided,
however, owner agrees not to file the approval
plat until such streets have been constructed in
accordance with city specifications and accepted
by the City of Coppell for maintenance as provided
in the Subdivision Ordinance·
1. The Park Fee normally imposed by the City
shall apply to the Property, provided, however,any
-. Park Fee or similar charge imposed by the City.
· shall not exceed Five Hundred Dollars ($500.00}
for any net acre within the Property. Proceeds of
any such fee shall be used either to make payments
on the Note or to develop·the Park Site. Any such
fee due by Owner. with respect to the first phase
of development by Owner within the Property shall·
be payable at such time as'Owner receives final
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approval of its second plat submitted for an area
within the Property; and '
m. ~.~Owner..shall not' b~:!r~qui~ed:.to'build wa~er~·
%&nd~anitary's~wer ii~es'~with~the"60nstruction.of~
Parkway Boulevard. Those lineS.to be located 'in~
the~Parkway Boulevard right-of-way shallJ~e ~
constructed when and as those=tracts adjacent to.~~
-~Parkway..Boulevard aredeveloped~'
3. The City Council of the City shall have adopted such
ordinances as necessary in order that:
a. Owner will not be required to participate in
any manner in the construction of any bridge
across Denton Creek or in the extension or,Moore
Road for a distance (measured down the'center line
of any such extension) of one thousand two hundred
(1,200) feet north of the intersection of Moore
-Road and Parkway Blvd.;
b. The City will have abandoned Lodge Road along
the southern boundary of Tract 9 as shown on the
Zoning Plan;
c. The City will have approved a master drainage
plan for the Property prepared by Carter &
Burgess, Inc.,. which will include the location of
any. fill or borrow areas needed for restoration of
mined areas and the location of any berm that may
be proposed to be constructed;
d. The City will have granted its consent to the
'use of fill or borrow areas.located on the Park
Site or elsewhere as may be specified by Carter &
Burgess, Inc.; and
e. The City will have agreed to accept water
detention areas as shown on the master drainage
plan for maintenance purposes.
Page 7 .
ARTICLE V -
ADDITIONAL AGREEMENTS
In consideration of the mutual undertakings set out in this
Article V, and as additional consideration for the purchase and
sale of the Municipal Center Site and Park Site, Owner and City
covenant and agree as follows:
1. Owner and City will cooperate in filing a request
with the Corps of Engineers to redesignate the floodway
on the Property. All engineering data necessary shall
be obtained by Owner at Owner's expense;
ty.. sba I 1 pay .. its .. pro.:~-rata: 'share~. o f<'~ & I~'~'
.~utility, street, drainage, and other~costs~'norm&l'l~-
~assessed?to~or'paid'forby~an~owner."of~adjace~'t~
~,perty~or. installations., ~< adjacent.,"to-or.-that~benefit~the~
~:~Municipal~center Site or~Pa'rk~it~'? Ail street rights-
of-way around the perimeter of such sites shall be
located one-half on such sites. The City shall dedi-
cate such rights-of-way on or before the written
request of Owner to City.
3. Zoning of the Park Site shall be Town Center as
defined in the Zoning Plan. Such zoning shall not be
amended or abridged from that set forth in the Zoning
Plan until the Note is paid in full, the Deed of Trust
has been released, and the expiration of the twenty
year term provided in Article XII hereinafter.
4. The .City will not unreasonably deny permits
'rgquested by Owner for the burning of vegetation,
· ... · 'brush, and trees cleared from the Property.
... 5. In areas of the Property zoned Multi-Family 2 in
accordance with the Zoning plan, Owner will require
· :. each development to provide a courtyard area and
· swimming pool for the private use of the occupants of
those developments; ~
' 6. Owner, or a merchants' association by agreement
· " . ' · with Owner shall maintain ahy landscaping adjacent to
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t~e proposed Main Street as shown on the Zoning Plan
for a period of ten years after construction of M~in m
Street commences; provided that such area shall be'
dedicated to the public, that the City will make water
for such maintenance purposes available free of any and
all charges, cost or expense, and that the Cit~ will be
responsible for maintenance after such ten year period;
7. If the City should ever act to dissolve or acquire
the assests of the Coppell Municipal Utility District
.No. 1, ("CMUD") it will assume and' make payment, at
maturity, of any outs~anding Bond Anticipation Notes
issued to Owner by such utility district and honor such
agreements by assuming any outstanding obligations or
contracts of the CMUD made with the Owner.'
8. The Municipal Center Site and Park Site shall be
used by the City in ~ccord with the zoning of such
sites under the Zoning Plan. All use and construction
on such,sites' shall be subject to the same restrictive
covenants as are placed on parts of the Property zoned
Town Center, including the requirement of plan approval
by any architectural review board, or. any similar·
board, established for areas within the Property
adjacent to the Municipal Center Site.
9. The City acknowledges that as Owner develops the
Property, it may be desirable to Owner to acquire part
of the area in Phase III of the Park Site. The City
and Owner agree that, upon written request of Owner,
they will agree upon an exchange of land of an area up
to fifteen acres, with Owner acquiring an area adjacent
to the western boundary of Phase III from City and
conveying an area of equal acreage agreed upon by the
City to the City.
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Page 9 ..
ARTICLE VI '
SURVEYS
The Owner shall obtain, at its cost, perimeter surveys of
the Municipal Center Site and Phases I, II and III of the Park
Site. Such surveys shall state the gross number of square feet
'in the Municipal Center Site and the gross number of acres in
each of Phases I, II and III of'the Park Site, including the
areas to be dedicated by the City as rights-of-way pursuant to
Article V above. If the closing of the purchase of such sites
fails to occur for any reason, the City shall promptly reimburse
.Owner for the cost of such surveys.
ARTICLE VII
MODIFICATION OF LIENS
The obligation of Owner to consummate this Agreement is
expressly subject to Owner obtaining modifications of the release
provisions contained in the Deeds of Trust affecting the Muni-
cipal Center Site and Park Site satisfactory to it in order that
it can convey such sites in accordance with this Agreement.
Owner shall use all reasonable effort to obtain such modifi-
cations.
ARTICLE VIII
EXPANSION OF MUNICIPAL CENTER SITE
· At its sole option, by delivery of written notice to Owner
on or before August 15, 1982, City may add.up to an additional
1.8 acres to the Municipal Center Site adjacent to the southern
boundary of such site. Any such expansion shall be conveyed and
purchased aZ though it was originally part of the Municipal
Center Site.
ARTICLE IX
TITLE POLICY
' Within thirty (30) days after City executes and delivers
· ' this Agreement, Owner, at Owner's sole cost and expense, shall '
c~use to be delivered to City an Owner's Title Policy Commitment
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· Page 10
(hereinafte~ the "Commitment") issued by Chicago Title' Insurance
Company, 2001 Bryan Tower, Dallas, Texas (hereinafter the "~itl~
Company") and accompanied by certified copies of all recorded
documents relating to restrictions, easements and other'matters
affecting the Municipal Center Site and Park Site. City shall
give Owner written notice on or before the expiration of ten (10)
days after it receives the Commitment and said copies of docu-
ments, if any encumbrances listed in. the Commitment are not
satisfactory to City. In the event City gives notice that'any
encumbrances are not satisfactory, Owner may' undertake to elim-
inate or modify all ~uch unacceptable matters to the reasonable
satisfaction of City. In the event Owner is unable or unwilling
to do so within ten (10) days after receipt of such written
notice, City may, 'at its option, terminate this Agreement, in
which event neither party hereto shall have any further obli-
gation or liability hereunder.. If such notice is not given by
City to Owner, the encumbrances shall be deemed to be acceptable
and any objection thereto shall be deemed to be waived for all
purposes. Notwithstanding anything herein to the contrary,
existing deed of trust liens and utility easements shall not be
the subject of objection by City. City Shall accept Phases II
and III of the Park Site subject to such deeds of trust.
ARTICLE X
CLOSING
The closing shall be held at the office of the Title Company
at 10:00 A. M. on September 1, 1982, unless extended by City as
hereinafter.provided (the "Closing Date").
· On the Closing Date, Owner shall:
(1) Deliver to City a duly executed and acknowledged
Special Warranty Deed to the Municipal Center Site and
Phase I of the Park Site and a duly executed and
acknowledged Special Warranty Deed with Vendor's Lien
to Phases II and III of the Park Site, each conveying .
good and marketable title in fee simple, free and clear
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Page 11
of any and all liens, encumbrances, condition, ease-
ments, assessments, and restrictions, except
those approved by City and the deed of trust liens
~,.. currently against ~hases II and~III of the Park Site;
(2} Cause to be issued to City an Owner's Ti~iePolicy'
the amount of the total purchase price insu'r~ng such
title; and
(3) Deliver to-City possession of the MuniciPal Cente~ Site
and Park Site. " ~ -
On the Closing Date, City shall:
(1)Pay the cash portion of the purchase price to Owner as
set forth in Article III hereof;
(2)Deliver to Owner the duly executed Note;
{3)Deliver to Owner the duly executed and ackn6wledged
Deed of Trust;
(4) Deliver to Owner an opinion of counsel for the City
that the Note and Deed of Trust are the legal, Valid
and binding obligations of the City; and
(5) Cause to be issued to Owner a Mortgagee's Title Policy
in the amount of the Note insuring the validity and priority of
the Deed of Trust.
General real estate taxes for the then current year relating
to the Municipal Center Site and Park Site shall be prorated as
of.the Closing Date and shall be adjusted in cash on the Closing
Date. If the Closing Date shall occur before the tax rate is
. _ .. fixed, for the then current year, the apportionment of taxes shall
be upon.the basis of the tax rate for the then preceding year
applied to the latest assessed valuation.
· ·.' Other costs of closing and consummating the sale and pur-
chase shall be borne and paid as follows:
(a)' Owner's Title Policy shall be obtained and paid by
owner;
(b) Mortgagee's Title Policy shall be obtained and paid by
· -- City;
(C) Escrow fee, if any, shall be paid by City;
'.'~ ~--'~' ..... (d} ':Filing Fees shall be paid by City; and
..~" " CONTRACT
Page 12
the Special Warranty Deeds to be delivered by Owner pursuant to
Article X hereinabove.
ARTICLE XIII
BREACH BY O~NER
If Owner fails fully and timely to'perform any of its
'obligations hereunder or fails to consummate the sale of the
Municipal Center Site and Park Site for any reason, except City's
default hereunder, or City or Owner's termination of this Agree-
ment pursuant to the terms hereof, City's sole remedy is'to
enforce specific performance of this Agreement.
ARTICLE XIV
BREACH BY CITY
If City shall fail to consummate the purchase of the Muni'-
cipal Center'Site and Park Sit~, the conditions to City's obli-
gation having been satisfied and City being in default and Owner
not in default hereunder, Owner as its sole remedy may enforce
specific performance of the City's obligations hereunder, except
that Owner shall not have a right to enforce specific performance
to require the City to purchase all or any part of the Municipal
Center Site or Park Site.
ARTICLE XV
MISCELLANEOUS
aPart£~s~'B0und%
~T~'?Agreement shal~i be ~-binding~pon.~and~ shall?inure? to/the?
~benefiti~of?the Parties.~hereto and~.their~'respec.tive,~heirs~ ex
ecutors,, administrators, successors and assigns,'.'in~luding'all.~
~W~rs,'iOf,~any' part of the Property.
Prior A~reements Superseded
This Agreement constitutes the sole and only agreement of
the parties hereto and supersedes all prior understandings and
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Page.14
written or oral. agreements between the parties respecting the
within subject matter. ~'.~
Time of the .Essence
Time is of the essence of this Agreement.
EXECUTED AND DELIVERED "CITY": ·
By City on August 4 , 1982 :~.~
CITY OF COPPELL
· y ecretary ' Mayor
EXECUTED AND DELIVERED "OWNER":
By Owner on July 28th 1982
PARKS OF COPPELL JOINT
VENTURE II
M urer
BEING 766.162 acres of land' in three parcels situated in the S. N. Iliatt Survey, Abstract'
Number 633, Dallas Counky, Texas, the B.B.B. & C.R.R. Co. Survey, Abstract Number 200,
Dallas County, Texas, the Wm. A. Trimble Survey, Abstract Number 1268, Dallas County, Texas'~.
Abstract Number 1268, Denton County, Texas~ the heirs of Gilbert C. Woolsey Su[vey, Abstrsct~
Number 1042, Dallas County, Texas, the Alfred Logsdon Survey, Abstract Number 783, ~allas
'County, Texas,· the Stbered Ilenderson Survey, Abstract Number 629. Dallas County~ Texas, the
Clarinda Squires Survey, Abstract Number 1327, Dallas county, Texas, the S.A. & N.G.R.R.
Survey, A~stract Number 1630, Dallas County, Texas, and the George W. Jack Survey, Abstract
Number'696, Dallas County~ Texas; and being more particularly described as follows:
PARCEL 1
BEING 161.338 acres of land situated In the said George W. Jack Survey, the said S.A. & ....
N.G.R.R. Survey,'and the said Clarinda Squires Survey and being a portion of that certain '~'
tract of land as described in deed from Good Financial Corp. to N. Douglas Adkins.' Trustee,
as recorded in Volume 76188, Page 2355, Deed Records, Dallas County. Texas and being
described as follo~s:
COHHENCING at the centerline intersection of Denton Tap Road, ~tth Sandy Lake Road;
TIIENCE N. 03 degrees 18 minutes 58 seconds West, ~tth the Centerline of Denton Tap Road
332.30 feet;
THENCE N Ol degree 00 minutes 58 seconds West, with said centerline, 1355.27 feet;
TUENCE S 88 degrees 59 minutes 02 seconds West° 50.00 feet to the point of b>nnin8,
said point lying on the West right-of-way line of said Denton Tap Road. and being the most
northeast corner of a tract of land as described by deed to Clifton g. NcGrav, in Volume
669~&, Page 1705, Deed Records. Dallas'County, Texas;
THENCE S 89 degrees'09 minutes 37 seconds West, ~ith the North line of said NcCrav tract,
227.10 feet; '
THENCE S O0 degrees 50 minutes 23 seconds East, ~ith the West line of said NcGraw tract,
208.71 feet;
THENCE S 89 degrees 09 minutes 37 seconds West, with the North line of a tract of land
as described by deed to Billy R. Houston, in Volume 7215a, Page 2335, Deed Records, Dal~es
County. Texas, 156.29 feet;
THENCE S 00 degrees 50 minutes 23 seconds East, with the West line of said Houston Tract,'
105.00 feet;
THENCE S 89 degrees 09 minutes 37 seconds ~est, vtth the North line of a 26.0 foot vide
strip of land as described in Volume 7006~, Page l&lS, Deed Records, Dallas Cou:~ty, Texas,
621.00 feet~
THENCE N 01 degree 16 mimstes 33 seconds ~est, with the East line of a tract of land as
described by deed·to Delman Theatre Corporation. In Volume 7006~, Page 1415. Deed Records,
Dallas County, Texas, 1276.91 feet;
TItENCE S 89 degrees 27 minutes 07 seconds West, vtth a fence ~tne, 291.20 feet;
THENCE N 87 degrees 35 minutes 08 seconds West, with said fence line, ll00.&0 feet;
THENCE N 87 d~grees 0G minutes 59 seconds West, with said fence l~ne, 2&&.90 feet to a fence
corner in the most westerly line of said S.A. & N.G.R.R~ Survey;
TIIENCE N Ol degree 37 minutes 53 seconds West, ~tth s fence line 2520.00 feet to a point in
the centerline of Denton Creek;
~IENCE ~rlth the meanders of the said centerline of Denton Creek. the follovtng courses:
S 67 deBrees 02 minutes 03 seconds East, &7.30 feet;
S 81 degrees'23.minutes 23 seconds East, 55.70 feet;
S 57 degrees 31 minutes 53 seconds East, 89.60 feet;
S 35~egrees ~1 minutes 23 seconds East, 101.30 feet;
S 72 degrees 56 mit, ,es ~J seconds East. 160.70 feet;
S 82 degrees 26 nttnutes 23 seconds East, 69.70 feet;
S 65 degrees &l ~tnutes 23 seconds East, 262.00 feet;
S 89'degrees 39 minutes 23 seconds East, 222.00 feet;
S 83 degree~.21 minutes 23 seconds East, 211.75 feet;
~ od degrees q2 minutes 37 seconds East, 102.50 feet;
ti 76 degrees.39 nttnutes 37 seconds East, 91.00 feet;
N 63 degrees 00 m~nutes 37 seconds East, 196.7& feet;
g 60 degrees 28 minutes 37 seconds East, 110.O0 feet;
S 77 degrees O1 minutes 23 seconds East, 136.00 feet;
S 50 degrees 01 minutes 23 seconds East, 170.00 feet;
$ 37 degrees 11 minutes 23 seconds East, 550.00 feet;
S ~7 degrees 11 minutes 23 seconds East, 272.00 feet;
S 7] degree~ 11 minutes 23 seconds East, 360.00 feet;
N 88 degrees 18 minutes '37 seconds East, 50.83 feet to s point on the said Uest right-
of ray line of Denton Tap Road;
THENCE vith the said Uest right-of-ray line, the folloving five courses:
S OS degrees 51 minutes 58 seconds East, 3&f.82 feet to the beginning of a curve to the
right vith a radius of 5669.70 feet and a central angle of 02 degrees 53 minutes
O0 seconds;
THENCE Southerly with said curve, 285.32 feet to the end of said curve;
THENCE S O0 degrees 37 minutes 3& seconds ~est, 161.90 feet;
THENCE S 06 degrees 19 minutes 20 seconds Uest, 321.88 feet;
THENCE SOl degree O0 minutes 58 seconds East, 1667.36 feet to the po£nt of beginning end
containinG a gross area of 7,027.887 square feet or 161.338 acres of lands
PARCEL 2
REING ~93.839 acres of land situated tn the said S.A. & N.G.R.R. Survey, the said Clarinda
Squires Survey, the said heirs of Gilbert C. ~ooXsey Survey~ the said Sibered Henderson
Survey, the said Alfred Logsdon Survey, the said l~m. A. Trtmble Survey, the said
C.R.R. Co. Survey, and t~e said S.N. Hiatt Survey, and beta8 a port,on of that certain
tract of land as described tn said deed from Good Ptnanctal Corp.~ to N. Douglas Adkins~
Trustee, in Volume 7~188, Page 2355, Deed Records, Dallas CountY~ Texas and being
described 'a~, follovs:
COI~I~NCING'at the said centerline ~.ntersection of Dent'on Tap Road and Sandy Lake Road;
THENCE N. 03 de'~rees 18 minutes ~8 seconds ~est, vith the centerline of said Denton Tap
Road, 78.10 feet;
THENCE N 86 degrees &! ~tnutes 02 seconds East, ~0.00 feet to the point of' b.:Ginntng, Said
point,lying on.the'.East right-of-way line of said Denton Tap Road; ':.
THENCE'%r~th the said East ~/&ht-of-vay line of Denton Tap. ROad, the following nine · ourses:
N 03 degrees'.18 ~tnutes 58 seconds ;;est, 139.20 feet to the beginning of
tight vt&h a radius of .5679.70 feet and a central angle of-02 degrees 18 minutes
O0 s'econds; - .' , ' ' : ' .'..~ ' '.' ."
.THENCE No~therlyo ~th said curve to the right, 227.96 feet to the end of Satd.curve; ,.','.
TIlE~¢E H O! degree O0 ~tes J8 seconds Vest, 1983.30 feet tu ~ beginning of a curve to
the right vith a radius ut $679.70 feet and a central annie of 03 degrees 02 minutes
· O0 secondsl '
THENCE Northerly, v/th said curve to the right, 300.68 feet to the end of said curve;
THENCE N 02 degrees 01 minute 02 seconds East, lA8.&0 feet;
THENCE N 07 degrees'A3 minutes AO seconds East, 100.50 feet;
~TH~NCE N 02 degrees 0l minute 02 seconds. East, 551.90 feet to the beginning of a.curve to
the left vith a radius of 5789.70 feet and s central angle of 02 degrees 53 minutes O0 second
THENCE Northerly,· vith said curve to the left, 291.36'feet to the end of sa~d curve;
THENCE N O0 degrees 51 m/notes 58 seconds West, 362.88 feet to a point· in the centerline °f
Denton Creek;
T1U~NCE vith the meanders of the said centerline of Denton Creek, the folloving courses:
N 79 degrees 07m/nutes 25 seconds East, 147.77 feet;
N 18 degrees 31 minutes 25 seconds East, 171.67 feet;
N 68 degrees 07 minutes 25 seconds East, 160.00 feet; '.
S 61 degrees 52 minutes 35 seconds East, 185.00 feet;
S 85,degrees 52 minutes 3~ seconds East, 600.00 feet; '.'
N 88 degrees 07 minutes 25 seconds East, 360.00 feet;
N 77 degrees 07 minutes 25 seconds East, 300.00 feet;
N 27 degrees 07 minutes 25 seconds East, 380.00 feet;
g 72 degrees 07 minutes 25 seconds East, 180.00 feet;
S 55 degrees S2 minutes 35 seconds East, 171.70 feet;
THENCE S 00 degrees 52 m/nutes 35 seconds East, 71.61 feet to a point on the South bank
of said Denton Creek;
THENCE ~rlth the meanders of said South bank of Denton Creek, the folloving courses:
N 85 degrees 51 minutes 39 seconds East. 326.7& feet;
N 76 degrees 11 minutes 59 seconds East, 175.00 feet;
N 60 degrees 13 minutes 56 seconds East, 255.30 feet;
N 67 degrees 26 minutes 16 seconds East, 185.00 feet;
$88 degrees 37 minutes &6 seconds ~ast, 75.90 feet;
S 81 degrees 69 m/nutes 11 seconds East, 195.25 feet;
S 89 degrees 55 minutes ~I seconds ~ast, 112.55 feet;
H 70 degrees 25 minutes 56 seconds East, 75.65 feet~
R 56 degrees 17 n/nutes 59 seconds East, 176.70 feet;
N 65 degrees 61 m/mutes 19 seconds East, 152.20 feet;
P 63 degrees &3 m/nutes 29 seconds ~ast, 115.30 feet; :.
'. N 23 degrees 37 minutes 26 seconds East, 160.60 feet;
· N &l degrees, aA, minutes O1 second Vest, 89.90 feet; ' ~.; .
N 20 degrees'21.~tnutes 39 seconds East, 153.00 feet; .. '. .'. ~i";i.'
S 69 degrees 58 minutes 21 seconds East, 182.00 feet; ' '* '/ "
"' ' ']. N 87 degrees O1 mY~e 39 seconds East, 131.00 feet[
' } N 73 degrees O1 minute 39 seconds East, 101.00 feet;
N 63 degrees 66 minutes 39 seconds East, lO0.00 feet; '":.~..
'N 40 degrees 2] minutes 39 seconds East, 78.00 feet;
N 20 degrees 36 minutes 39 seconds East, 82.00 feet; "
N 06 degrees. 51 minutes 39 seconds East, ]24.00 feet;
N 04 degrees 31 minutes 39 seconds East, ]81.00 feet;
N 30 degrees 36 minutes 39 seconds East, 342.00 feet;
N 32 degrees 31 minutes 39 seconds East, 281.00 feet;
N 28 degrees O1 minute 39 seconds East, 150.00 feet;
N 37 degrees 51 minutes 39 seconds East, 165.00 feet;
N 75 degrees 06 minutes 39 seconds East, 6i.00 feet;
THENCE'N 26 degrees 35 minutes 39 seconds East, leaving said'South bank of.'Deflton Creek,
160.00 feet;
THENCE S 63 degrees 24 minutes 2! seconds East, 200.00 feet[ :
THENCE S 26 degrees 35 minutes 39 seconds West, 175.00 feet to a point.on the said South
bank of Denton Creek;
THENCE vith the meanders of the said South bank of Denton Creek the relieving courses:
S 60 degrees 33 minutes 2] seconds East, ]49.00 feet;
" S 6! degrees 58 minutes 2] seconds East, 100.00 feet;
S 68 degrees ]8 minutes 2! seconds East, 150.00 feet;
S 75 degrees 38 minutes 2] seconds East, 241.00 feet;
N 71 degrees 21 minutes 39 seconds East, 280.00 feet;
N 86 degrees O! minute 39 seconds East, 85.00 feet to a point on the West line of
Creek Bend Estates, an addition to the City of Coppell, Texas, as filed in Cabinet
B, Page 52, Deed. Records, Denton County, Texas;
THENCE S O1 degree 02 minutes 58 seconds East, ~rith said West line of Creek Bend Estates,
900.15 feet to s point being the Northeast corner of a tract of ]and for a lift station
as recorded in Volume 775, Page 93, Deed Records, Dallas County, Texas;
T~iENCE S 88 degrees 57 minutes 02 seconds West, leaving said West tine and along the North
line of said ]lit station tract, ]00.00 feet to its Northwest corner;
THENCE S 0] degree 02 minutes 58 seconds East, along a West line of said lift station
tract, 100.O0 feet; .
THKNCK.N 8~'degree~ 57 minutes 02 seconds East, slong.a South line of said lift station
tract, 60.00 feet;
THENCE SOl degree 02 minutes 58 seconds East, along a West line of said lift station
tract, 135.00 feet;
THENCE N 88 degrees 57 minutes 02 seconds East, along South line of amid lift ~tatton trac'-
40.00'feet. to n point being the Southeast corner of said ]L[t station and the South~est. i,
corner of said Creek Bend Estates; .
THENCE N:.88 degrees 56 minutes 02 seconds East, along the'South line of said Creek ga'nd
"'" Estates, 94.23 feet to a point In the West line of Deforest. Road; .
THENCE S Ol"degree 13 minutes 06 seconds Eaik, with .said west line of Deforest Road, · ': '
!
· t oTN£NCE S O1 degree 29 ~t~ 8 . second8 East, vtth said Vest ~ !353.78 feet to the most
. Northeast corner of a tract of land conveyed to the Coppell Indepe&,dent School District,
as described in Volume 76188, Page 2372, Deed Records, Dallas County, Texas;
... THENC£ S 88 degrees 25 minutes 60 seconds Vest, 1223.67 feet to the most Northwest corner
of a.tract of la*nd conveyed to Barbara S. Austtn,.as described in Volume 780690.Page 568,
Deed Records, Dallas County, Texas;
' THENCE S O0 de§r'ees 06 minutes 66 seconds East, with the Vest line of said Austi~ tract,
1220.60 feet to a point on the North line of said Sandy Lake Road;
· . THENCE'S88 degrees 28 minutes 39 seconds Vest, v/th said North line, 290.95 feet to the
'most Southeast corner of a tract.of land conveyed to Sandy Lake Baptist Church, as described.
in Volume 66001, Page 972, Deed Records, Dallas County. Texas;
THENCE N 00 degrees 05 minutes 51 seconds East, with the East 'line of said Church tract, .: .
653.90 feet;
THENCE S B8 degrees 15 minutes 51 seconds Vest,* with the North line of said Church tract,.
199.60 feet to a point in the £ast line of a tract of land conveyed to Joe 1~. -~ as described
in Volume 3779, Page 296, Deed Records, Dallas County, Texas;
THENCE N O0 degrees 21 minutes 51 seconds East, with the East line of said Eby tract,
768.10 feet;
THENCE South 8S degrees 58 minutes 51 seconds Vest, with the North line of said Eby tract,
851.69 feet to a point in the centerline of Lodge Road;
THENCE H 00 degrees l0 minutes.23 seconds East, v/th said centerline 1118.51 feet;
THENCE S 89 degrees 03 minutes 35 seconds Uest, vtth the most Southerly line of said Clarinda
Squires Survey, 1865.83 feet to the most Northwest corner of a tract of land conveyed to
J. & E. Company, Inc., as described in. Volume 79009, Page 633, Deed Records, Dallas County,
Texas;
THENCE S O1 degree O& minutes 16 seconds East, with the Uest line of said J. & E. Company
tract, 1619.8~ feet;
THENCE N 88 degrees 36 minutes 56 seconds East, With the South line of said J. & E. Company
tract, 638.39 feet to the most Northwest corner of a tract of land conveyed to Jchn R.
Burns, Jr., as described in Volume 21R3, Page ~95, Deed Records, Dallas County, Texas;
TI~NCE S O0 degrees 51 mim~tes 03 seconds ~est, with the Vest line of said Burns tract,
1153.29 feet to a point on the said North line o[ Sandy Lake Road;
THENCE S 88 degrees 28 minutes 22 seconds Vest, with the said North line of Sandy Lake
Road, 677,68 feet;
THENCE N 01 degree 56 minutes 32 seconds East, with the East line of a tract of land
conveyed to Shirley A. Narpold, as described ~n Volume 77116, Page 627, Deed Records,
Dallas County, Texas, 566.07 feet;
THENCE S 89 degrees 51 minutes lA seconds Vest, 630.05 feet to s point for corner;
THENCE S 01 degree 22 minutes 69 seconds East, 620.89 feet to a point in the aforementioned
North line of Sandy Lake Road;
THENCE S 89 degrees Il'minutes 69' seconds Vest, with said North line of Sandy Lake Road,
770.81 feet t6 t~e most Southeast corner o~ a tract of land conveyed to V. A. Ottinger,
as described in Volu~e 6761, Page 618, Deed Records, Dallas County, Texas;
THENCE N O0 degrees ~6 minutes 19 s~conds Vest, with the East line of said Stringer tract~
251.79 feetl
THENCE S 89 degrees 03 minutes 11 seconds Vest, with the North line Of said Ottinget
tract, 173.00 feet; .- ...'~
TtlENCE S O0 'degrees 36 minutes 19 seconds East', with the Vest line of said Ottinger tracts..
;251.79 feet' to a point on the said North line of Sandy Lake' Road; ..:'.. '
' THENCE S.88 degrees 62 minutes 38 seconds Vest, with the .said 'North line of Sandy Lake.'"~-' ';..'
-'- Road,' 379.'~6- feet;.. *
TH£NC£ N 47 degrees &5 minutes 13 seconds Vest, 73.02 feet to the point of beglnninK end
:ontrtning s gro~s areaof 25,867,623 square feet or 593.839 acres of land, '°'
~ARC£L 3
~E~tlG a.10.965 acre tract of land situated tn the said S. N. Hiatt Survey ;nd betn$ a potttor
)f thai'certain tract qf land conveyed to N. Douglas Adkins, Trustee, as described by ~
)end reCol'dCd in Volume 76118, Page 2355, Deed Records, Da21as County, Texas, end being
.Inscribed as follovs:
3EGIHNI~IG at the intersection of the North line of Sandy Lake Road vith the Vest line of
)eforest Road;
1'H.£~1C£ S 88 degrees 19 minutes 50 seconds Vest, vith. the said North line' o~ Sandy Lake Road,
755.23 feet to the most Southeast corner of s tract of land conveyed to ~arbara S. Austin,
as described by Deed recorded In Volume 78069, Page 0568, Deed Records, Dallas County, Texas;
tHEnCE ~ O0 degrees 5& minutes &6 seconds Vest, vtth the East line of said Austin Tract,
636.60 feet to the most 5outhuesterly corner of s tract of land conveyed to the Coppell
Independent School Dlstrlct, as described in Volume 76188, ?aRe 2372, Deed Records, Dallas.
County, Texas;
THENCE N 88 degrees 31 minutes O0 seconds East, vtth the South line of said School Tract,
7~8.89' feet to a polar on the said Vest line of Deforest Road;
THENCE S O1 degree 29 minutes O0 seconds Es;t, ~rlth the said Vest line of Deforest
Road, 633.91 feet to the point of beginning end containing ~77,655 square feet of land,
or 10.96~ acres of lande
· ' PROPOSED CITY PARK
I ,
' I ~ ~/..' .'".,'/. ' .' .,",/' ./ ..
I / ~ / "'
· ;.~ -.
, ':. r' ,~, ,.j' 2:"
: ~ ii 7~.o
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EXHIBIT "C"
DESCRZPT]ON FOR TOWN CENTER ZONXNG
.... TRACT 21
113.6 ACRES
Being a 113.6 acre tract of land situated in the Clarinda Squires Survey,
'Abstract Number 1327 and the S.A. & M.G.R.R. Survey, Abstract Number 1430,
Dallas County, Texas and being a portion of that certain tract of land as
described by deed to M. Douglas Adktns, Trustee and recorded tn Volume 76118,
Page 2355, Deed Records, Dallas County, Texas, and being more particularly
described by metes and bounds as follows:
BEGINNING at the intersection of the easterly right-of-Jay line of
Denton Tap Road with the centerltne of Denton Creek;
THENCE easterly with the meanders of said ~enterltne of Denton Creek
2636.13 feet;
THENCE S O0° 52' 35".E, leaving said centerline, 71.61 feet to a point
in the south bank of said. Denton Creek;
TIIENCE easterly NJth the meanders of said south bank of Denton Cre~k,
1600.0 feet;
TIIEHCE southerly 1823.0 feet, leaving said south bank of Denton Creek
to the centerline of proposed Parkway Boulevard;
THENCE westerly 2584.0 feet along said centerltne;
THENCE northwesterly 867.0 feet leaving said centerltne;
THENCE sQuthwesterly 1052.0 feet to a potnt in the aforementioned
easterly right-of-way 11ne of Denton Tap Road;
THENCE'N 02° 01' 02" E, along said easterly right-of-way line, 325.93 ·
feet to the beginning of a curve to the left whose radius point bears
N 87° 58' 58" W, 5789.70 feet;
THENCE along said curve and along said easterly rtght-of-wayiine, tn
a northerly direction through a central angle of 02° 53' 00", an arc
distance of 2gl.36 feet;
TIIENCE N O0° 51' 58" W, along said easterly right-of-way line, 342.88
feet to the POINT OF BEGINNING and containing 113.6 acres of land, more or
less.
~THIS.iDESCRIpTION FOR ZONING PURPOSES ONLY. " ' C&B No. 81357-08'.~'.'i:i.'"..:.ii;
EXHIBIT "C"
DESCRIPTION FOR TOWN CENTER ZONING
TRACT 2
"51.3 ACRES
Being a 51.3 acre tract of land situated i~ the S.A. & M.G.R.R. Survey,
'Abstract Number 1430 ,and the Clarinda Squires Survey, Abstract Number 1327,
Dallas County, Texas, and being a portion of that certain tract of land as
described by deed to M. Douglas Adkins, Trustee, recorded in Volume 76188,
Page 2355, Deed Records, Dallas County, Texas, and being more particularly
described by metes and bounds as follows:
BEGINNING at the intersection of the westerly right-of-why line of
Denton Tap Road with the centerltne of Denton Creek;
THENCE along'said westerly right-of-way line'the following courses and
distances:
S O0° 51' 58" E, 341,82 feet to the beginning of a curve to the right
with a radius of 5669.70 feet and a central angle of 02° 53' 00";
Along said curve 285.32 feet to the end of said curve;
S O0° 37' 34" W, 161 go feet;
S 06° 19"20" W, 276.68 feet;
THENCE S 67° 26' 30" E, leavtng said westerly right-of-way 1tne920.3
feet to the centerline of a proposed road;
THENCE n°rtherly 100.3 feet aion~ said centerltne;
THENCE n~rthwesterly 311.4 feet along said centerline to the cedterltne
of a proposed berm;'
THENCE northerly 492.00 feet alongsatd centerline;
THENCE northwesterly 1504.00 feet along'said centerltne to a point in
the centerltne of Denton Creek;
THENCE in a easterly direction with the meanders'of said ceflterltne of
Denton Creek 2246.8 feet to the POINT OF BEGINNING and containing 51.3 acres
of land, more or less.
THIS D£SCRIPTXON IS FOR ZONING PURPOSES ONLY.
..... · ':"' Page 1. of 1
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~ ~. .. ~ _...~. ~.~ ~ / ..... ~., ~-. ...
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.....
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.........................
810 TABULATION FOR: 24' CROSSTOWN WATERLINE AND MISCELLANEOUS WATERLINES
OWNER: CITY OF COPPELL, TX
810 DATE:· NOVE~ER 22, 1988
8ID. TIME: 10:00 AM
ITEM DESCRIPTION ~,.. : QTY : UNIT: MCLEAN CONSTRUCTION CO. : DICKERSON COtP~TRUCTION CO.
NO. : : : UNIT PRICE AMOUNT : UNIT PRXCE AMOUNT
LINE A : : : : : :
6.2.9C16 CONC. ENCASE. OF EXIST. SANITARY SEWER: 30 : LF : $45.00 : $1,350.00 : $15.00 : $450.00
6.4-A 48" STEEL ENCASE., PIPE, IN-PLACE : 600 : LF : $145.00 : $8?,000.00: $220.00 : $132,000.00
6.4-8 18' STEEL ENCASE. PIPE, IN-PLACE : i10 : LF : $67.00 : $7,370.00 : $75.00 : $8,250.00
6.5-A SAN CUT EXIST. CONC./ASPHALT : 261 : LF : $1.00 : $261.00 : $2.00 : $522.00
6.5-8 REMOVE/REPLACE EXIST. CONC./ASPHALT : 88 : SY : $65.00 : $5,720.00 : $30.00 : $2,640.00
6.?.3-A 24' DIAM. PCCP (C303) PRETEN CONC PIPE: 16130 : LF : $35.40: $5?1,002.00 : $39.50 : $637,135.00
6.?.3 8 RELOCATE/ADJUST EXIST. 8" OIAN NTRLN : 85 : LF : $60.00 : $5,100.00 : $27.50 : $2,33?.50
6.7.31A TIE-IN TO EXIST 24' AT STA. 0+00 : 1 : LS : $11,000.00 : $11,000:0Q': $13,200.00 : $13,200.00
COMPLETE-IN-PLACE : : : : : :
6.?.31 8 TIE-IN TO PROP. 12' AT STA 27~47 : 1 : LS : $1,500.00 : $1,500.00 : $2,400.00: $2,400.00
CONPLETE-IN-PLACE : : : : : :
6.7.31C TIE-IN TO EXIST 12" AT STA i01~60 : 1 : LS : $2,300.00 : $2,300.00 : $1,975.00: $1,975.00
COMPLETE-IN-PLACE : : : : : :
6.7.310 TIE-IN TO EXIST 12' AT STA 127~87 : 1 : LS : $6,300.00: $6,300.00 : $6,500.00: $6,500.00
COMPLETE-IN-PLACE : : : : : :
6.7.31E TIE-IN TO EXIST 24' AT STA 159,60 : I : LS : $2,300.00 : $2,300.00 : $2,200.00 : $2,200.00
COMPLETE-IN-PLACE : : : : : :
6.?.3K A 24" BUTTERFLY VALVE COMP-IN-PLACE : ? : EA : $5,400.00 : $37,800.00 : $5,600.00: $39,200.00
6.7.3K 8 12" GATE VALVE WITH RISER, COMP-[N-PLC: 2 : EA : $850.00 : $1,700.00 : $750.00 : $1,500.00
6.7.3K C 6' GATE VALVE NITH RISER, COMP-IN-PLC : I : EA : $325.00 : $325.00 : $400.00 : $400.00
6.7.3L A AIR/VACUUM RELEASE VALVE, TYPE I : 3 : EA : $1,025.00 : $3,075.00 : $1,075.00 : S3,225.00
COMPLETE, SEE PLANS : : : : : :
6.7.3L 8 AIR/VACUUM RELEASE VALVE, TYPE 2 : ? : EA : $1,800.00 : $12,600.00 : $3,500.00 : $24,500.00
COMPLETE, SEE PLANS : : : : : :
6.1.3M A RELOCATE/ADJUST EXIST FIRE HYDRANT : i : EA : $400.00 : $400.00 : $1,250.00 : $1,250.00
8.3 A INST 4' NIOE CONC SIDENALK (4' THICK) : 56 : SY : $31.00 : $1,736.00 : $18.00 : $1,008.00
8.3 C SAW/REMVE/REPLC CONC RIP-RAP : 2 : LS : $5,000.00 : $10,000.00 : $1,000.00 : $2,000.00
GABIONS INCLUDED : : : : : :
TS-A-I TRENCH SAFETY,,CASE I OVER 5' UP TO : I : LS : $3,500.00 : $3,500.00 : $2,700.00 : S2,700.00
10' DEPTH : : : : : :
TS-A-2 TRENCH SAFETY, CASE 2 OVER 10' TO : I : LS : $1,600.00 : $1,600.00 : $3,500.00 : $3,500.00
15' OEPTH : : : : : :
TS-A-3 TRENCH SAFETY, CASE 3 OVER 15' UP TO : 1 : LS : $1,500.00 : $1,500.00 : $4,100.00 : $4,100.00
20' OEPTH : : : : : :
SUB-TOTAL LINE A : : : : $115,439.00 : : $892,992.50
ITEM. DESCRIPTION : QTY : UN[T: MCLEAN CONSTRUCTION CO. : DICKERSON CONSTRUCTION CO.
NO.
: * : : UNIT PRICE AMOUNT : UNIT PRICE AMOUNT
LINE B : : : : : :
6.2,6 A REMOVE/REPLC EXIST 2' CEDAR ELM TREE : 20 : EA : $550.00 : $11,000.00 : $300.00: $6,000.01
6.2.6 8 RENOVE/REPLC EXIST 3' CEDAR ELM TREE : 19 : EA : $550.00: $10,450.00: $300.00
6.2.6 C REMOVE/REPLC EXIST 4' CEDAR ELM TREE : 16 : EA : $550.00 : $8,800.00 : $300.00: $4,800.01
6.2.6 0 REMOVE/REPLC EXIST 5' CEOAR ELM TREE : I1 : EA : $550.00 : $6,050.00 : $350.00:
6.2.6 E RENOVE/REPLC EXIST 6' CEOAR ELM TREE : 11 : EA : $?00.00 : $7,700.00 : $350.00: $3,850.0~
6.2.6 F REMOVE/REPLC EXIST 8' CEDAR ELM TREE : 3 : EA : $700.00 : $2,100.00: $500.00 : $1,500.01
6.2.6 G REMOVE/REPLC EXIST g" CEDAR ELM TREE : 1 : EA : $700.00: $700.00: $600.00: $600.0~
6.2.6 H REMOVE/REPLC EXIST 3' OAK TREE : t : EA : $550.00 : $550.00 : $300.00 : $300.01
6.2.6 I REMOVE/REPLC EXIST 4' OAK TREE : 1 : EA : $550.00 : $550.00: $300.00 :
6.2.6 J REMOVE/REPLACE EX[ST 5' OAK TREE : 2 : EA : $550.00 : $1,100.00 : $350.00 : $700.0~
6.2.6 L REMOVE/REPLC EXIST 4' MAGNOLIA TREE : 2 : EA : $550.00 : $1,100.00.: $300.00:
6.2.6 M REMOVE/REPLC EXIST 6' MAGNOLIA TREE : 1 : EA : $700.00 : $700.00 : $400.00 :
6.2.6 N REPLC EXIST GRASS DISTRUBED DURING : 1 : LS : $14,000.00: $14,000.00 : $15,000.00 : $15,000.0~
CONST. H/SOL[O SO0 (INCLOS MISC LINE A: : : : : :
ANO 0 LOCATIONS) : : : : : :
6.2.9C16 CONC ENCASE OF EXIST SANIT SENER MAIN : 50 : LF : $30.00 : $1,500.00 : $15.00 : $750.01
6.4 A 48' OIAN STEEL ENCASE PIPE, COMPLETE : 280: LF : $150.00 : $42,000.00: $220.00 : $61,600.0~
6.5 A SAN CUT EXIST CONC/ASPHALT : 1201 : LF : $1.00 : $1,201.00 : $2.00 : $2,402.0~
6.5 B REMOVE/REPLC EXIST CONC/ASPHALT : 364 : SY : $65.00: $23,660.00 : $30.00 : $10,920.0~
6.?.3 A 24' OIAN PCCP (C303) PRETENS CONC : 5183 : LF : $52.60 : $272,625.80 : $43.S0: $225,460.5~
CYLINDER PIPE : : : : : :
6.2.3 C RELOCATE/ADJSUT EXIST I0' HATERLINE : 330 : LF : $25.80 : $8,514.00 : $25.50 : '$8,415.0~
6.7.3I F TIE-iN TO EXIST 24' AT STA 9+96, CIP : 1 : LS : $2,850.00: $2,850.00 : $4,000.00: $4,000.01
6.7.3I G TIE-IN TO EXIST 24' AT STA 62+27, CIP: ! : LS : $600.00 : $600.00 : $1,500.00 : $1,500.01
6.?.3K A 24' BUTTERFLY VALVE, COMP-IN-PLACE : 2 : EA : $5,400.00 : $10,800.00 : $5,600.00 : $11,200.01
6.7.3L A AIR/VACUUM RELEASE VALVE, TYPE I, C[P: 2 : EA : $1,025.00 : $2°050.00 : $1,075.00 : $2,150.01
6.7.3L B AiR/VACUUM RELEASE VALVE, TYPE 2, CIP: 3 : EA : $1,800.00 : $5,400.00 : $3,500.00: $10,500.01
TS-8-1 TRENCH SAFETY, CASE I OVER 5' UP TO : 1 : LS : $1,250.00 : $1,250.00 : $900.00 :
TS-8-2 TRENCH SAFETY, CASE 2 OVER I0' UP TO : 1 : LS : $500.00 : $500.00 : $1,150.00 : $1,150.0(
TS-8-3 TRENCH SAFETY, CASE 3 OVER 15' UP TO : 1 : LS : $300.00 : $300.00 : $1,300.00 : $1,300.0(
20' OEPTH : : : : : :
SUB-TOTAL L[N~ 8
6.1.3 0 16' OIAN. OUCTILE IRON PIPE, CLASS 50 : 2687 : LF : $35.50 : $95,388.50 $35.00 : $94,045.0(
COMPLETE-ZN-PLACE : : : : :
6.7.3K 8 16' BUTTERFLY VALVE, #[TH RISER, : 6 : EA : $2,300.00 : $13,800.00 S2,500.00: $15,000.0C
COMPLETE-iN-PLACE : : : : $0.00 :
6.7.3M 8 6' FIRE HYORANT ASSEMBLY, H/GATE VALVE: 8 : EA : $1,380.00 : $11,040.00 $350.00: $2,800.0(
COMPLETE-IN-PLACE : : : : $0.00 :
6.4 0 42' OIAM. STEEL ENCASE. PIPE : 215 : LF : $130.00 : $27,950.00 $205.00 : $44,075.0(
C~PLETE-IN-PLACE : : : : $0.00 :
TS-C-I TRENCH SAFETY, CASE i, OVER 5' UP TO : 1 : LS : $650.00 : $650.00 $500.00: $500.00
TS-C-2 TRENCH SAFETY, CASE 2 OVER I0' UP TO : 1 : LS : $100.00 : $100.00 $590.00 : $590.0~
6.7.31H TIE-IN TO[ EXIST 16' AT DENTON TAP/ : I : LS : $2,500.00 : $2,500.00 $5,000.00 : $5,000.00
PARKNAY BLVE., COMPLETE : : : : :
SUB-TOTAL LINE C i i i : $151'428'50~ :
'ITEN · DESCRIPTION : QTY : UNIT: NCLEAN CONSTRUCTION CO. : OICKERSON CONSTRUCTION CO.
NO. : : : UNIT PRICE ANOUNT : UNIT PRICE AMOUNT
LINE O : : : : : :
: : : : :
6.4 C 27' DIAN. STEEL ENCASE. PIPE : 75 : LF : $95.00 : $7,125.00 : $120.00 : sg,o00.O0
CONPLETE-IN-PLACE : : : : : :
6.?.3 8 8' PVC, DR14 PIPE CONP-IN-PLACE : 80 : LF : $30.00 : $2,400.00 : $40.00 : $3,200.00
6.7.3K O 8" GATE VALVE WITH RISER, COMPLETE- : 1 : EA : $2,300.00 : $2,300.00 : $450.00 : $450.00
IN-PLACE W/TAP SLEEVE : : : : : :
6.7.3 N 8"X6° REDUCER CONPLETE-XN-PLACE : 1 : EA : $130.00 : $130.00 : '$250.00 : 1250.00
8.3 8 RENOVE/REPLC EXIST. CONC. SIOEHAL~ : 4 : SY : $31.00 : $124.00 : $18.00 : $72.00
TS-D-1 TRENCH SAFETY, CASE 1 OVER 5' UP TO : 1 : LS : $800.00: $800.00: $1,000.00: $1,000.00
I0' OEPTH : : : : : :
SUB-TOTAL LINE O : : : : $12,8?9.00: : $13,972.00
: : : : :
: : : : °: :
TOTAL BASE 8[0 PRICE : : : : $1,377,797.30 : : $1,454,822.00
: : : : :
ALT. 1 24' OUCTILE IRON PIPE CLASS 50, : 21313 : LF : :NO 810 : $48.50 : $1,033,880.50
14J FITTINGS IN LIEU OF 24' PCCP : : : : : :
: : : : : :
ALT. 2 16" PVC PZPE, CLASS 150, (DR18) : 268? : LF : :NO BID : $38.50: $103,449.50
IN LIEU OF 16' O! (LINE C) : : : : : :
: : : : :
: : : : :
TOTAL BID PRICE WITH ALT. I ONLY : : : : : : $1,625,907.00
: : : : : :
TOTAL BID PRICE WITH ALT. 2 ONLY : : : : : : $1,464,226.50
: : : : : :
TOTAL BIO PRICE WITH ALT. 1ANO ALT. 2: : : : : : $1,635,311.50
: : : : : :
CONFIRMEO BY __~Cx..~ .... :Z-~--, GINN, INC. ON_ _
TO 8E AN ACCURATE ANO TRUE TABULATION
OF 8IDS RECE]VEO ON THE ABOVE REFERENCEO DATE FOR THE
24' CROSSTONN WATERLINE AND MISCELLANEOUS WATERLINE PROJECT.