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

 <http://www.addisongreen.info/> 

 

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

 <http://www.addisongreen.info/> 

 

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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