BEI Properties-CS050214 HAMYL TON CONSUL TING
Civil & Environmtntal Engineers' Planners. Construction Manaaers
February 14, 2005
Charlene La Mattina, E.I.T.
Office Phone: (972) 304-3681
Fax: (972) 304-7041
RE: BEI Properties Addition/Lot 1, Block A
Construction Plan Review Comments
This letter and revised attached plans shall serve as our response to your comment letter dated
February 4, 2005. We have responded to your comments as follows:
1. The drawing set shall include a cover sheet and the plat - Included.
2. Provide a traffic control plan for review and comment for the work within the Denton Tap right-
of-way- Traffic Control Plan has been provided.
Site LayouOPavi~g Plan
3. 'Refer to the City of Coppell Subdivision Ordinance regarding the re~l_ _u_irements for stumped
concrete/brick pavers at the enttyway to the property. Add stamped concrete/brick pavers tothe
Paving Legend - Done.
4. Iudicate the limits ofpaving for the driveway. Construction of a wlnlmum 24' driveway width is
required for fire dapa~ tment access. A minimum driveway radius of 10' is required onto Denton
Tap Road, however a 20' radius is preferred. - Noted, see revised plans.
5. Fire Lane Notes: An unobstructed vertical cleazance of not less than 14 feet (not 13 feet 6inches)
is required. - Noted.
6. Fire Lane Striping Notes: This lettering shall be painted every 15 feet (not 20 feet) as measured.
- Noted.
7. While the ~%6neering ~ talent is not the permitting agency for screening walls, the required
wall along thc west propen'y line should be shown on the site plan, and if any off-site runoff is
entering thc propen'y Dom the west, the wall should be designed to accommoc~te that Hltloff. --
Noted.
8. Correct the NCTCOG note text or the text box so that text does not hang outside of the text box
on this and all sheets. - Noted.
9. All details on this sheet and in the ennsm~ctiun plans, which are included in our Standard Details,
should be removed from the plans. The only details to be included in these plans are details that
are revised and specific to this project. Thc contractor is required to have a copy of the City of
Coppell Standard Details on the job site at all times during constn~on~ - Noted on Plans.
10. Refer to City of Coppell Subdivision Ordinance tot sub-grade preparation requirements aud City
standards for paving notes. - Noted on Plans.
601 Harwood Road. Hurst, Texas 76054
Phone: (817) 268-0408 Fax: (817) 284-8408
Ms. Charlene La Mattina, E.I. T.
BEI Properties Addition/Lot 1, Block A
Page 2
February 14, 2005
Grading Plan
11. Provide enough existing grade information to establish drainage patterns along the west side of
the property. Any off-site drainage from the west shall be allowed to continue through this
property. - Noted.
12. Provide topographic information for the full limits of construction; this includes the driveway on
this and on the adjacont property. - Noted.
13. Constx'uction Notes: All concrete interfaces and changes in concrete thickness will have an
expansion joint furnished and installed in accordance with the City of Coppell Standard
Details (not the details provided.) - Noted on Paving Plan.
14. Construction Notes: All sidewalks shall conform to ADA and TAS requirements. - Noted.
Drainage Map
15. Not enough topographical information is provided to verify the drainage areas as shown. - More
spot information added - site is extremely fiat.
Utility Plan & Alternate Utility Plan
16. Submit only one utility plan. If field conditions require a change, the change will be reviewed at
the appropriate time. - Noted.
17. A drainage easement will be required where the property line is crossed with storm sewer piping.
Provide a filed copy of this easement. No permits will be given nntil a filed easement exists. -
Drainage easement Provided. _ . . .
18. Provide a profile view for the proposed storm water piping that includes any conflicting water
and sanitary sewer piping. - Done.
19. Any bore shall be by di~ bore. - Noted.
20. Contractor shall core into existing sanitary sewer manholes. - Noted.
21. Provide a detailed plan for connection to the existing water main. Tap onto the ~nain only once.
Refer to the sketch on the sheet. - Detailed plan provided.
22. General Notes for Water Improvements: Remove Note 2. The City does not install meters. Note
3: All water lines to be embedded in sand per City of Coppeil standards. Note 4: All services
in the ROW or easement to be 1" diameter type K copper per City standards. - Noted.
23. General Notes for Sanitary Sewer: Note 1: All proposed sanitary sewer pipe shall be PVC SDR-
35, green in color. Notes 2 & 5: Follow TCEQ requirements. - Noted.
Sanitary Sewer Plan and Profile
24. Show all water lines and storm sewer lines in the profile view. - Noted.
25. Bore shall be dry bore with steel casing. - Noted.
26. Contractor shall core into existing sanitary sewer manholes. - Noted.
Erosion Control Plan
27. General Notes: Contractor shall comply with all TCEQ and EPA requirements including
preparation and execution of a Storm Water Pollution Prevention Plan. - Noted.
We hope this letter and attached revised plans address all of your concerns. Please contact my
Ms. Charlene La Mattina, EJ.T.
BEI Properties Addition/Lot 1, Blocl~ A
office at 817-265-0408 if you have further questions.
Sincerely,
HAMILTON CONSULTING
K¢ith H~nilton, P.E.
Attachments (1) Mark-ups
(2) Two sets of revised plans
Page 3
February 14, 2005