Oakbend Addn-CS 910516PIERCE-LUNSFORD ASSOCIATES, INC.
CONSULTING ENGINEERS
Ref. 015365.10
CF 1997AD
May 16, 199]
Mr. Bub Mutzay
Murray Const~u~tic[~ Company
515 N. Kealy Street
Lewisville, Texas 75067
Water, Sanitary Sewer & Storm Drai,age Improvements
Oakbend Addition
Coppe]l M.U.D. No. !
Coppe]l, Te×a~
Dear Mr. Murray
Enclosed is a li~t of preliminary construction item~ which need
to be completed by Murray Construction on the above subject
project. District reprosent~tJ~ves ,~ade a walkthrough of the
project with representaLiv~s of the City of Copp~ll, Centex, Lacy
and Murray on May 15, and agreed that these items need to be
compJeted tc allow a ~inal inspection. In addition, there are
~everal items which have not been completed from an earlier
walkthrough held to allow early starhup of construction on eight
homes ~n the .~ubd~vis~on. A copy of the City of Coppel] Public
Works Dept. Memorandum ~ontaining the pu~chl~st, dated April 23,
1991, ~s enclosed for your reference.
P)ease schedu]e your equ~ pment and manpower to expedite
completion of the enclosed punchllst, in accordance with
contract documents, plans a~d speci£icat~ons. As you know, time
is of the essence to .complete this project, as outiine.. ~n
S~ction 28 of the contract special conditions. Contract time has
been exceedeO on the project, so it ~s imperative that ~he work
be complet ed as soon as possible.
A final in.~pection and punchlis~ will be made once these items
have been completed to the satisfaction of Coppell M~U.D. No. I,
Clty of Coppel~. and Cente× representatives.
Sincerely,
PIERCE-LUNSFCR~ ASSOCIATES, INC.
M. Hawkin~,
JMH/sh
cc: Mr. Paul Phv. P.
Mr. La~ry Davis, City of CoDpell
3109 C~I..iSL ~,
O~LLAS. T~XA$ 75~04
TELEPHONE (~1,~) 81 ~-2I
FAX NO (2'14) 871-3003
May 15, 1991
'::'i: 57 i'.,i,'_-~. 003 P. 03
Ref. 015365.10
CF 1997AC
Contractor{ Murray Construction Company
Preliminary Construction Punchlist
Water, Sanitary Sewer & Storm Drainage Improvements
Oakbend Addition
Coppell M.U.D. No. 1
All water meter boxes must be cleaned out to allow visual inspection
and working of the lower ball valve, meter yoke and check valves.
Sanitary sewer manholes were checked at several locations and found
to have silt and debris in the i~vert. Sewer lines must be flushed
in these areas to remove all debris. The inside and outside of all
manhole castings and adjustment ring~ should be checked to insure
they are grouted to form a smooth finish. The utility contractor
should contact representatives of the paving contractor if it is
felt that these items are their responsibility.
The lid must be placed on the sanita~'y sewer cleanout at Station
0+81.5, Line "F", to stop Silt from washing ~nto the sewer line.
The fire hydrant at
be lowered to be
details.
the corner of Oakbend Drive and Autumnwood must
in accordance with City of Coppell construction
The water meter bo~ on Lot 46, Block A has been damaged and must be
replaced.
Check all valve stacks, fire hydrants and cleanouts to insure they
are p~inted in conformance with City of Coppell specificat~ons. Some
were found to need additional coats of paint during the walkthrough.
The outfall headwall at Sta 0+00, Line "C" must be placed and
backfilled. An agreement was was reached by all parties to place a
Modified Type "C" Headwall, graded to match the existing slope, in
lieu of the Temporary Rip-Rap Headwall. The area around the headwall
should be regraded to match the
Ditchlines upstream and/or downstream of headwalls and inlets at Sta
6+30.38, Line "A-2"; eta 0+51, Line A-I" and Sta 0+00, Line "A-i"
must be graded to drain and provide aesthetically pleasing,
maintainable sideslopes (3~1 Max).
The street repair patch placed during the construction of Storm Sewer
Line ~-1 at the ~ ntersect ion of Coppell and Thweat Road is
experi~nc~ng some alligator crack~ng. The pavement may be undergoing
failure due to voids underneath the pavement, or a problem with the
underly~.r,~ ~,~,~b-P '~ '~'~ situation must be field verified~ and
correctiv~ ..~ ..... ~,~ _,_ ~'equired.