Works for us.
Thank you Clay,
Daniel A. Tremper, P.E.
Freese and Nichols, Inc.
2220 San Jacinto Blvd, Suite 330
Denton, Texas 76205
Phone: 940-220-4352
Fax: 940-387-4677
Cell: 817-933-7660
Email: dat@freese.com
From: Clay Barnett [mailto:cbarnett@addisontx.gov]
Sent: Monday, October 18, 2010 10:47 AM
To: Daniel Tremper
Cc: Nancy Cline; Ron King; Ray Silva-Reyes
Subject: RE: Elevated Storage Tank 60% Plans Review
Daniel,
To my knowledge it has not yet been filed. I recommend holding off on filing it until the end of the job incase Oncor needs easements. Under this procedure the easements can be added
without having a separate instrument or replatting. Could you include the current version in the plan submittal? The filed copy could be included in the record drawings at the end of
construction.
Thanks,
Clay Barnett, P.E.
Town Engineer
Town of Addison
16801 Westgrove Drive
Addison, TX 75001-2818
Office: (972) 450-2857
From: Daniel Tremper [mailto:dat@freese.com]
Sent: Monday, October 18, 2010 10:41 AM
To: Clay Barnett
Cc: Nancy Cline; Ron King; Ray Silva-Reyes
Subject: RE: Elevated Storage Tank 60% Plans Review
Clay,
Can you send us a copy of the filed final plat for our Surveyor Tank Site?
I would like to be able to include the final filed version of the plat in our 90% plans submittal coming up on 11/19/10.
Thank you,
Daniel A. Tremper, P.E.
Freese and Nichols, Inc.
2220 San Jacinto Blvd, Suite 330
Denton, Texas 76205
Phone: 940-220-4352
Fax: 940-387-4677
Cell: 817-933-7660
Email: dat@freese.com
From: Clay Barnett [mailto:cbarnett@addisontx.gov]
Sent: Friday, September 24, 2010 8:37 AM
To: Ron King
Cc: Daniel Tremper; Ray Silva-Reyes; Jessica Brown; Nancy Cline
Subject: RE: Elevated Storage Tank 60% Plans Review
Ron,
Attached are the following items as requested:
1. Standard details:
a. water line embedment (SD-W02 & 03),
b. fire hydrant (SD-W17),
c. sidewalks (SD-P26),
d. sidewalk adjacent to curb (SD-P25),
e. expansion joints (SD-P20),
f. construction joints (SD-P18),
g. longitudinal butt joint (SD-P19),
h. Driveway return details (SD-P36),
i. Sign post detail (SD-T02),
2. Specifications
We are doing some research on butterfly valves to determine the best approach. I will forward what we decide on.
I noticed on DT-08 that the typical section calls for a 2% cross slope; however the detail shows a parabolic crown. Please have a look at this when you get an opportunity.
If you have any questions or need any additional information, please let me know.
Thanks,
Clay Barnett, P.E.
Town Engineer
Town of Addison
16801 Westgrove Drive
Addison, TX 75001-2818
Office: (972) 450-2857
From: Ron King [mailto:RGK@freese.com]
Sent: Tuesday, September 14, 2010 3:33 PM
To: Nancy Cline; Clay Barnett
Cc: Ron King; Daniel Tremper; Ray Silva-Reyes; Jessica Brown
Subject: Elevated Storage Tank 60% Plans Review
Nancy, Clay:
I have the following notes from our meeting last week. Clay, I have highlighted the items you had discussed sending us your standards on.
1. Conform the driveway and parking to landscape architect’s proposed layout. Keep curbs and don’t use depression grading
2. Nancy indicated she will confirm what the landscape architect’s shading is on the pavement
3. Add PW #2008-02 to cover sheet
4. There are several changes in Council; FNI to look at website and adjust on cover sheet
5. Solar Bee will be a base bid item, not an alternate
6. Plumbing for chlorine analyzer will be a base bid item, and chlorine analyzer will be an additive alternate bid item
7. Show the tap for the chlorine analyzer
8. Show the double check assembly for the fire line on the plumbing sheet
9. Will need an easement for the transformer
10. Sheet G-2, update the utilities contacts list
11. Sheet G-2, Note 9 – don’t dump surplus material in Addison
12. Sheet G-2, correct references from Mansfield to Addison
13. Sheet G-2, delete note 24
14. Sheet G-2, use TCEQ EST notes instead of GST notes
15. Sheet G-2, TCEQ waterline note #9 – no deadends in lines
16. Sheet G-2, TCEQ waterline note #10 – Correct format of section reference
17. Sheet C-1, Check if there is an existing crosswalk west across Surveyor
18. Sheet C-2, show the stabilized construction entrance
19. Sheet C-3, provide an irrigation plan
20. Sheet C-3, show the sidewalk around the vault
21. Sheet C-3 and other affected sheets – Add BFV between main line and bypass line upstream of vault
22. Sheet C-3, add double check for tee off to drinking fountain
23. Sheet C-3, at fire hydrant move gate valve to other side of service tap
24. Sheet C-3, add BFV to existing 24” water main between connections
25. Sheet C-3, change meter to 1-1/2” meter with double check, per Town of Addison standards
26. Sheet C-4, provide a drainage area map and show how much runoff going to each street
27. Sheet C-5, add stabilized sand around the proposed 24” pipe where it crosses the SS service line
28. Sheet C-5, add some slope to the pipe instead of 0%, put high point closest to proposed fire hydrant
29. Sheet DT-01, the Cleanfield wind turbines will be an additive alternate bid item
30. Sheet DT-01, correct spelling Manufacturer
31. Sheet DT-01, provide stainless steel skirt around DI/stainless steel pipe interface
32. Sheet DT-01, confirm full-length seam weld for ribbing
33. Sheet DT-03, spell out “Plate”
34. Sheet DT-03, add “Plate” to title of Detail 4
35. Sheet DT-04, correct spelling Structural
36. Sheet DT-04, Bilco hatch needs to be stainless steel
37. Sheet DT-04, move the ladder over to the hatch
38. Sheet DT-04, Detail 2 has several callouts and lead lines that are not applicable
39. Sheet DT-05, Provide a full vault for the butterfly valve and vault. Clay indicated he has a detail for this he can send to us.
40. Sheet DT-05, Clay indicated he will provide us with standard details for water line embedment and fire hydrant
41. Sheet DT-07, provide an inlet protection detail
42. Sheet DT-07, delete the rock berm details
43. Sheet DT-08, Clay indicated he will provide standard details on most of the details on this sheet
44. Sheet DT-09, provide a pole detail – Clay indicated he will send us one
45. Sheet DT-09, correct spelling Handicap
46. Clay indicated he will send us Addison front-end documents for specs
47. Break out pavement markings and tank lighting – not as lump sum
48. Provide quantity for site grading – not as lump sum
49. Provide quantity for hydromulch – not as lump sum
50. Break out silt fence, construction entrance, and inlet protection from SWPPP
51. Include curbs in with driveway pavement quantity
52. Don’t use TxDot ADA ramps – look at Garland’s or Plano’s
53. Bid Item 20 – adjust the meter size
54. Bid Item 24 – include the double cleanout in with the service line
55. Geotech report will be included with the bid documents
Thanks,
Ron
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