CF-TownC CHC-CS 830201:::::::::::::::::::::::::
Municipal and Park Sites
Allocation of Construction Costs to City of Coppe11
MUNICIPAL SITE - Current Construction
Dirt Work * Contract
4,863.77 c.y. Undercut & Refill $ 6,296.90
3,699.11 c.y. Site Work (Road) 4,808184
8,562.88 c.y. Subtotal $ 11,105.74 1.
Pavement
1,383.71 s.y. 8" Concrete $ 19,316.59
@ $13.96
195.55 s.y. Brick Pavers 8,506.66
@ $43.50 s.y.
1,749.83 s.y. 6" Lime Prep. 1,662.34
@ $0.95
24.49 tons Lime 1}836.75
@ $75.00
Subtotal $ 31,322.34 2. .~:~'
Sanitary Sewer
554.64 1.f. 8" Pipe $ 5,158.15
~ $9.30
1 @ $1,700 4' Dim. MR 1,700.00
Subtotal $ 3,429.07 3.
TOTAL MUNICIPAL SITE $ 45}857.15
PARK SITE - Current Construction
Dirt Work (Embankment for Road)
7,669.55 c.y. $ 9,970.42 l.
@ $l.3o
Sanitary Sewer
550 1.f. 8" Pipe $ 5,115.00
@ $9.30
2 @ $1,700 4' HR 3,400.00
Subtotal $ 4,257.50 3. ' ,~ ~ '
Storm Sewer
202.5 l.f. 18" RCP $ 3,240.00
~ $16.00
1 @ $1,200 Concrete MDWL 1,200.00 3.
6' Curb Inlet .....
~i'~IF.~CH~IBIT~A- Continued
W;'" 6 - 8 X 8 8 X 8 ~x Culverts $ 17,857.50
~' (1/6 coat)
(1/4 cost) Box Culverts lt125.00
Excavation
Subtotal $ 23tA22.50
Miscellaneous Fill and Grading
Channel (Tr. 22, 23 $ 2,486.25
and 9)
Contract Price Channel 3,100.00
Subtotal $ 5~586.25 5.
TOTAL PAR~SITg $ 43~236.67
TOTAL CURRENT CONSTRUCTION PER CONTRACTS
Municipal Site $ 45,857.15
Park Site 43t236.67
Subtotal $ 89~093.82
CONSTRUCTION OVERHEAD - ENGINEERING AND FEES
CHUD Fees - Estimate
Municipal Site ($50,000 x 3.12%) $1,560.00
Park Site ($50,000 x 2.95I) 1~475.00
Total CHUD Fees $ 3,035.00 3. '
Engineering (Baaed on above costs)
Current Municipal Site
($45,857.15 x 5%) 2,292.86
Park Site
($43,236.67 x 5%) 2,161.83
Subtotal $ 4,454.69 1,2,4
TOTAL COST $ 96,583.51
*1. Contract between The Parka of Coppell Joint Venture II and V. W,
Stephens and Associates~ Inc, dated July 101 1983 for roadway
embankment york,
2, Contract between The Parka of Coppell Joint Venture and The Parks of
Coppell Joint Venture II and Austin Paving Company dated August 31~
1983 for roadway paving,
3, Contract between Coppell Municipal Utility District I and Lanzo
Construction Company dated for watert sanitary
sewer, and storm ae~er installation,
4. Contract between The Parks oi Coppell Joint Venture an~ Coppell
Construction Company datedSuly 28, 1983 for construction of box
culverts.
5. Contract between The Parka of Coppell Joint Venture II and V. W.
Stephens and Associates, Inc. dated May 4, 1983 for miscellaneous
channel excavation.
(e) The City will have agreed to accept water
detention areas as shown on the master drainage plan for
maintenance purposes.
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 said Phase
I, and the granting of the options referenced in Article II
above, Owner and City covenant and agree as follows, it being
understood that such covenants and agreements are normal and
reasonable provisions in light of all the circumstances:
1. The City shall pay its pro rata share of all
utilities, paving, culverts, bridges, drainage, and other
actual costs of improvements constructed adjacent to or
that benefit the Municipal Center Site or Park Site.
Attached as Exhibit "E' is a preliminary estimate by
Threadgill-Dowdy & Associates, Inc., consulting engineers,
of City's pro rata (see items A, C and D thereof) share of
Parkway Boulevard adjacent to the Municipal Center Site, it
being agreed that actual costs may vary substantially from
Exhibit E. City's pro rata share shall be payable within
fifteen (15) days after certification from Owner's engineer
that all such improvements or parts thereof have been
completed to the standards of the City of Coppell or
construction draws have been appropriately certified.
Owner agrees that City may construct the north one-half of
Parkway Boulevard adjacent to the Park Site subsequent to
Owner's construction of the South one-half of Parkway
Boulevard, and City agrees to complete construction of the
North one-half of Parkway Blvd. no later than three (3)
years following closing. Ail street rights-of-way around
the perimeter of such sites shall be located one-half on
such sites. The City shall dedicate such rights-of-way on
or before the written request of Owner to City.
2. The City will not unreasonably deny permits
requested by Owner for the burning of vegetation, brush,
and trees cleared from the Property.
3. In areas of the Property zoned Multi-Family
2 in accordance with the Zoning Plan, a courtyard area and
swimming pool for the private use of the occupants of those
projects will be provided:
4. A merchants' association with agreement of
Owner, shall maintain any landscaping adjacent to the
proposed Main Street as shown on the Zoning Plan for a
period of ten (10) years after construction of Main Street
commences~ provided that such area shall be dedicated to
the publi¢~ that the City will make water for such
maintenance purposes available free of any and all charges,
cost or expense, and that the City will be responsible for
maintenance after such ten (10) year period~
5. If the City should ever act to dissolve or
acquire the assets of the Coppell Municipal Utility
District No. 1 ("CMUD"), it will assume and make payment,
at maturity, of any outstanding Bond Anticipation Notes
issued to Owner by such utility district and honor any
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EXHIBIT B
Date, shall convey or cause such portions of the Property
to be conveyed to City, and all or part of the aforesaid
purchase prices, at Owner's option, shall be applied in
connection with such deferred exchange to acquire the
Exchange Property on such basis as Owner may direct.
8. City acknowledges that the Park Site and
Municipal Center Site are being acquired in an undeveloped
status and are within the 100 year Flood Plain as
established by the Federal Emergency Management Agency
and/or the U.S. Corp of Engineers and are subject to
inundation of water from time to time. City agrees to use
all excavation material from the Park Site (except
marketable gravel deposits) first for filling areas of the
Park Site and Municipal Center Site as designated by Owner
from time to time. Owner shall have the right to select in
its sole discretion the method of future flood control to
be utilized on the Property (whether by fill, levee system,
or a combination thereof or any other feasible method) and
City agrees that its flood control method employed for the
Park Site and Municipal Center Site shall be consistent
with the method used for the Property as determined by
Owner. .. . ~------------ --~
9. Owner agrees toC~uct Parkway Boule~
from Denton Tap Road to Heartz Road, and to commence such
construction within one {1) year of Closing.
10. City agrees to build, at its cost, a sixteen
inch (16") water line along the east side of Denton Tap
Road from Sandy Lake Road to Parkway Boulevard to provide
water service to the Park Site and Municipal Center Site,
and City agrees to complete construction of such water line
prior to Owner's completion of utilities to be constructed
in Parkway Boulevard as required by paragraph 9 immediately
above. A preliminary estimate of the cost of such water
line is set forth in item B of Exhibit E attached hereto.
ARTICLE VI
SURVEYS
The Owner has delivered to City, at its cost,
perimeter surveys of the Municipal Cemter Site and Phases I,
and III of the Park Site. Such surveys, which are acceptable
to City, state the gross number of square feet in the Municipal
Center Site and the gross number of acres in each of Phase I,
II and II! of the Park Site, including certain 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 Municipal 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 modifications.
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THREADGII. I.-DowDEY & ASSOCIATES
C:ONSULT lNG ENGINEERS
INSUflANCE LANE 12%4) S26-5273 DALLAS. TEXAS ?.~20R
October 28, 1982
Mr. Mike Allen
Univest Corporation
6350 LBJ Freeway, Suite 228
Dallas, lexas, 75240
Re: The Parks of Coppell
City Participatior,
Dear Mike:
Enclosed'i.s a tabulation of the estimated development cost
connected with the proposed Municipal Center and a sketch relating
the same items.
I hope this data will be helpful to you.
Very truly yours,
THREADG]LL-DOWDFY & ASSOCIATFS
D?~D/d.) I
EXHIBIT C
PROP. STORM SEWER
PROP 12' PROP. I0" SANI, SEWER '?''
wATER
_z UNICIPAL
,,. CENT ER"
THE PARKS O COPPELL
SANDY LAKE ROAD
SCHEMATIC SKETCH
MUNICIPAL. CENTER
COPPELL , TEXAS
OC-'fOPER , 19P. 2 r,'O FC,~I.E
THE PARKS OF COPPELL
EST]HAI'ED CITY PARTICIPATION DEVELOPI.1ENT COST
PROPOSED MUNICIPAL C£NTER
A. ]TMES ADJACENT TO MUNICIPAL CENTER S]T£
1. PAVING- PARKWAY BOULEVARD (22, F-F Cone:ere)
1,420 S.Y. 6" Conc. ~ S !5.00 : $21,30.r.CC:
1,500 S.Y. - Lime SubgraOe 0 2.50
1,100 L.F. 6" Curbs (~ 2.OO --
Gradino - 600 C.Y. Fill (e 2.50
2. SANITARY SEWER (ESTINATED lO"
555 L.F. - 10" Sewer Pipe ~ .~ 10.OO
1 Ea. 4' Dia. Manhole (~ 1250.00 --
40 C.Y. Rock Embedn~nt (~ 20.00 : 6[:[ .Or,,
L.S. Hist. (~ 500.00 : 5C:~.
TOTAL ~ t ,T'G~T: OO
CITY PART - 50,:
555 L.F. 16" Water (~ .~ 1E.OO :
1 Ea. 16" Valve ~: 22C0.00 = 2,20C'.rj0
0.2 Tons Fittings ~ 1800.00 = 36C.C0
L.S. Misc. ? 503.00 = 5OS.OC
TOIAL S 13 ,O50. OC;
CITY PART - 50% = S 6,52-L..0S
4. STORM SEWER (ESTIMATED 36" DIAMETER)
555 L.F. 36" R.C.P. 6 S 40.00 : S22,200.O0
1 Ea. - lO' Curb ]nie; ~ 1500.00 .: i,500.DO
90 C.Y. - Sand Embedlnent (~ 10.00 = 90,S.OS
TOTAL S2~, 600.
CITY PART - ~'r',..~: = ~,.',J...O,,
E,. iG" WATER LINE - DEl;TON TAP ROAD
2,650 L.F. 16" Water 6 ~. IB.00
3 Ea. 16" Valves Co 2200.00
0.5 Tons - Fittin§s 6' lt;0[,.00 : 90[.. 05'
1OO L.F. Bore, Case & Furnish
12" Water Pipe ~ .~C:.O0
1 Ea. - 12" Valve 6' 7C0.00 : 70~.OC,
200 C.Y. - Sand Embedment e IO.O0 : 2,00~.00
4 Ea. - 1 I/2" Blow-Off
Assemblies (~ 2'30.00 ~ 1,OOO.OD
TOTAL "'"
.'~ ,9O.q. OD
C. CHARGES FOR MUHICIPAL UTILITY DISTRICT
lOt of Eligible Construction Cost (sgo,~7~) - S~,OOC.O0
D. E~(GINEERING COST
10C of Total Construction Cost (Sl19,525) " S12,00G.OG
SU.~I~ARY OF ESTIMATED COST
1. PAV)NG (PARK~:AY BLVD.) · $28,750.00
2. SANITARY SEWER ( PARKWAY BL~fD.) ~ 4,050.00
3. 16" ~JATER LINE ( PARKWAY BLVD ) - 6.525.00
4. SIOI~M SEWER (PARKWAY BLVD. ) ~ 12,300.00
5. 1G" WATER (DE)~TOll lAP ROAD ) -- · 67,900.QD
6. Iq,.U.D. CHARGES ~ .c,O00.O0
7. EltGI N'E~I NG ~ I~,DOD.DD
TOTAL S 14 0,525. O0