ST9703-CS 990101 ENGINEERING DEPARTMENT
C.I.P. PROJECT UPDATE REPORT
January, 1999
Project Name / # Projected Cost to % Projected Completion Description/Current Status
Cost Date Complete Start Date Date
ST 93-01 Upgrade 2 lane asphalt road to 4 lane divided
Sandy Lk/MacArthur-City Limits boulevard. Under design by Dallas County.
Design 39,775 5,011 50% Waiting r.o.w, parcels to begin acquisition (27
R/W 125,000 -0- 4% parcels). Have been notified by County there
Geotechnicai will be a financial shortfall. City's total cost is
Construction -0- 0% Unknown Unknown unknown until bids are opened for Belt Line.
ST 93-01A/ Upgrade 2 lane bridge to 6 lane bridge. Project
Sandy Lk. Rd Bridae @Trinity Riv. currently under construction. Majority of cost
Design 100% paid by Dallas County. City cost is for
R/W 60,000 58,062 100% transition on west side of bridge by the
Geotechnical Ilarrington Bait Shop.
Construction 17,763 0% 5/98 Early/2000
ST 93-02 Upgrade 2 lane asphalt road to 4 lane divided
Sandy Lk/MacA~hur-Denton Tap boulevard. R.O.W. acquisition under way by
Design 987,000 924,300 100% City (36 parcels). Have acquired 35
R/W 384,730 384,730 99% parcels/verbal acceptance on final parcel.
Gentechnical Agreements with Dallas Water Utilities for
Construction *8,436,364 288,068 10% 10/98 3/2001 relocation of their 30" water line that serves
Flower Mound approved 6/23/98 (*3.5 million
of cost is for water line improvements).
ST 93-04 Upgrade 2 lane asphalt road to 4 lane divided
Belt Line/MacArthur-Denton Tap boulevard. Currently under design by Dallas
Design by Dallas Co. -0- 75% County. Waiting on r.o.w, parcels to begin
R/W acquisition. Latest contact with Dallas County
Geotechnical is that project will be bid in Spring 99 and that
Construction 300,000 -0- 0% Spring/99 Early/2001 there is now a projected shortfall on this
project'
ST 94-01B Upgrade 2 lane asphalt road to 6 lane divided
Denton Tap (south of Bypass) boulevard with new bridge. Lewisville &TxDOT
Design 262,200 273,175 100% are complete with their sections (this includes
R/W connection of S.H. 121 Bypass from Denton Tap
Geotechnical 12,800 12,800 100% t'o S.H. 121). Contract awarded 5/98. Bridge
Construction 3,600,000 1,351,634 30% 2/98 Summer/99 will feature underpasses to allow access to park
under Denton Tap.
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Project Name / # Projected Cost to % Projected Completion Description / Current Status
Cost Date Complete Start Date Date
ST 96-01 Upgrade 2 lane asphalt road to 2 lane undivided
Wrangler Drive roadway with curb and gutter and improved
Design 141,000 130,680 100% drainage. Have completed and opened section
R/W -0- 100% from CMSW to Freeport Pkwy. Includes 12"
Geotechnical looped water line connection to Freeport.
Construction 1,650,508 925,325 30% 6/98 6/99
ST 98-01 0~'~ The design is for a 41 foot wide concrete street
Coppell Road ~2[~.~01 with curb, gutter and improved drainage.
It
Design 160,650 64,425 95% also includes a 12" water line which should
R/W improve volume and pressure along CoppeH Rd.
Geotechnical 1870 1870
Construction 2,000,000 1/99 12/99
WA 93-01 New rate of flow controller (ROFC) located at
Rate of Flow Controller (Dallas)Design n/a 100% Village Parkway Pump Station replaced ROFC
R/W n/a on Sandy Lake Road. Designed by the City of
Geotechnical n/a Dallas. Project has not been final accepted by
Construction 1,050,000 1,050,000 95% 2/98 10/98 Dallas because of some valve issues. (Paid all
cost upfront to Dallas.)
WA 94-02 On-going water line construction to provide for
Dallas Water Line #3 0rving) parallel water supply to Irving and 20 million
Design gallon per day capacity to Coppell. Completed
R]W Phase H of a multi-phase project.
Geotechnical
Construction 1,700,000 474,000 25% On-going
WA 95-01 New 16" water line to increase volume and
S. Belt Line Water Line pressure along south Belt Line Rd. Being
Design In-house n/a 75% designed in-house.
Geotechnical
Construction 190,000 -0- -0- Late/98
WA 96-01 Construction of 2 milh'on gallon elevated storage
Elevated Storage Tank tank in west Coppell on Wagon Wheel Ranch
Design 168,750 110,484 100% Park. Base constructed. Currently mobilizing
R/W to begin construction on tank.
Geotechnical -
Construction 2,538,950 1,282,660 40% 6/98 6/99
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Project Name / # Projected Cost to % Projected Completion Description / Current Status -
Cost Date Complete Start Date Date
WA 96-01 Construction of 24" water line along Sandy
Sandy Lake Road Water Line Lake from Denton Tap to proposed 2 million
Design 100,375 73,381 70% gallon elevated storage tank.
Geotechnical
Construction 2,000,000 -0- 0% 6/98 6/99
WA 98-01 The new 12" water line will connect 2 dead-end
S.H. 121 12" Water Line lines on the west side of Coppell. This will
Design 36,650 21,525 95% improve the city's water pressure on the west
R/W side of Coppell.
Geotechnical
Construction 315,000 1/99 6/99
SS 94-02A Project nearing completion. Waiting on
Grapevine Ck HI Sewer Line completion of punch list items.
D~ign
Geotechnical *Still an outstanding issue with the sewer line
Construction 365,000 355,111 100% 5/98 across Northlake Nursery.
SS94-02B Project nearing completion. Waiting on
Grapevine Ck IV Sewer Line completion of punch list items.
Design
Geotechnical
Construction 305,000 271,290 100% ?
SS 94-02C Project nearing completion.
Bethel Rd. Sewer Line
Design Roadway Reconstruction: City hired contractor
R/W to remove and replace portions of Bethel Rd.
Geotechnical where the ditch line has failed (from Grapevine
Construction 345,000 313,741 100% 7/98 Ck to Freeport).
Roadway Reconstruction 136,525 87,350 90% Late/98
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