Villages of CC P4-CS 930525COPPELL PUBLIC WORKS
DATE:
TO:
FROM:
RE:
May 25, 1993
Garreth Campbell, Construction Inspector
Howard L. Pafford, Utilities Superintenden~
Walk-Through Punch - List for ~Cgtton Wood Ch ~ek Estates Phase IV
(Water/Sanitary Sewer)
All problems have been corrected with the exception of the following:
1. Sta. 10 + 20.28 - No rise from cone top.
2. Sta. 0 + 00 Line B - No rise from cone top.
3. Sta. 0 + 00 Line C - Repair inflow into manhole invert.
4. Matheson Drive - Mainline valve under concrete.
Additionally, there are two (2) manhole connections on this project that are improperly
installed. All connections to existing manholes must be core drilled and sealed with cor-n
seal and blocked with concrete. The two connections that were made on this project fall to
meet these standards; therefore, it is necessary to excavate and pour in 3 feet x 2 feet
concrete encasement on outside of connection. It will be necessary to stabilize this blockou, t
and have construction inspector inspect the repair.
Please ensure that each of these items are corrected prior to acceptance of this project.
If you have any questions, please advise.
HLP/dm
cc: Steven G. Goram, Director of Public Works
COTNWOD2HLP
DATE
88/85
TIME
10:33
MESSAGE
TX-TIME
00'4~"
CONF I RMAT I ON
DATE: 08?05×93
ID:
DISTANT STATION ID MODE
214 ~9~ 8948 G3-S
PAGES
002
TIME:lO:34
RESULT
OK
The City With A Beautiful Future
P. O. Box 478
Coppell, Texas 75019
PUBLIC WQRK~ DEPT~
732 DEFOREST RD.
P.O. BOX 478
COPPELL, TEXAS 75019
FAX # (214) 393-7648
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COPPELL PUBLIC WORKS
MEMORANDUM
DATE: May 20, 1993
TO: Garreth Campbell, Construction Inspector
FROM: Howard L. Pafford, Utilities Superintendent
RE: Walk-Through Punch - List for Cotton Wood Creek Estams Phase IV
(Water/Sanitary Sewer)
As you are aware, staff performed a walk through on the above referenced project on May
19 and 20. Below I have listed the punchlist items identified for this project:
* .-~. Sra. 4 + 64.60 - Manhole has no rise from cone top.
~ta. 0 + 00 Line D - Manhole lid stuck.
,-~.,--Sta. 4 + 41.81 - Manhole has no rise from cone top.
~ Fairview - Middle of Street - Flare leaking.
--~e-,Sta. 2 + 47.61 - Manhole needs chimney seat.
-6..- Matheson Drive - Meter setter leaking.
- 7. Matheson Circle - Meter setter leaking.
~ Sta. 0 + 00 Line G - No rise from cone top.
-~Sta. 8 + 12.90 - No rise from cone top.
Sta. 10 + 20.,28 - No rise from cone top.-~ g.e.~ i'X~,~
~ Middle of Graham Drive - Sewer cleanout needs t'~working.
~ Bfickell - Paint MCV cap.
~ Sta. 7 + 25.81 - No rise from cone top and no chimney seal.
~Sta. 2 + 95.12 - Replace meter can.
Drexel Drive, near drain - Water service has no water~
~- Bfickell Circle - Clean out needs to be reworked.
5 Sta. 0 + 00 Line B - No rise from cone tOl:~.-~c~ ~o~ ~, q-'e~
~ 00 Line B - No rise from cone top.
(~ Sta. 0 + 00 Line C - Repair inflow into manhole invert.- ~t[I
~ Fairview Circle - Need to replace meter setter.
~ Fairview Drive - Raise fire hydrant.
* 4~. Sra. 4 + 52.92 - No rise from manhole cone.
Make sure all cleanouts have plugs on end.
Sta. 3 + 60.47 - Manhole chimney seal needs refitting.
Sm. 3 + 16.37 - ManhOle needs chimney seal.
Sheffield Court next to manhole - The sewer cleanout needs reworking.
Sra. 0 + 00 Line J - Manhole needs chimney seal.
Walkthrough PunchtistdCottonwood Creek
Page 2
~ Fairview and Parkway - Bring. mainline vaive~_e~tto grade~__~
Sta 0 + 00 Line D - Grout manhole ring,Cul~tall chimney seal and set rainp~-'~
Matheson Drive - Mainline valve under eonerete.
-8-r. Sta. 0 + 00 Line tt - Grout incoming pipe.
I had discussed these items with the contractor and these manhole rings can be sealed
with ramneck seal and then grouted.
Additionally, there are two (2) manhole connections on this project that are impwperly
installed. All connections to existing manholes must be core drilled and sealed with cor-n
seal and blocked with concrete. The two Connections that were made on this project fail to
meet these standards; therefore, it is necessary to excavate and pour in 3 feet x 2 feet
concrete encasement on outside of connection. It will be necessary to stabilize this blockout
and have construction inspector inspect the repair.
Please ensure that each of these items are corrected prior to acceptance of this project.
If you have any questions, please advise.
HLP/dm
cc: Steven G. Goram, Director of Public Works
COTNWOOD.HLP
Phone ~,,m~er: (~)
Activity Code:
Personnel Reporting: "-
Meter Leak . Meter to be picked up
Locate Date/Time , Accuracy Test
If Meter/Servi=e Leak: Classify - Ci=y:
If City Leak - Describe Repair:
Water Lost(Estimate): GPM
Was Water Metered: Yes No
Was Customer Notified: Verbally
If Meter Change Out
Old He=er 3:
New He:er J:
Old Reading:
New Reading:
Old Me=er Size/Type
New Heter Size/Type
Purpose for Changing Meter:
Days To=al Gallons
Door Knocker
Vehicle/Equipment Used
Unit $ Miles t HRS
co~ents Fro~ Field:
If mainline or deep service repair, describe type of pipe or service line
condition~
Ha~hoursl
Vehicle/E~uip.coet:
List Materials Used:
LabOr Cost:
Material Cost:
Total
WKORDER