Sandy Lake Med-CS030903T H E - C I T Y O F
COPPELL
r r �o
f k A 3 a o
September 3, 2003
Travis Attanasio, Graduate Engineer
Brockette- Davis - Drake, Inc.
4144 North Central Expressway, Suite 1100
Dallas, TX 75204
RE: Sandy Lake Plaza Medical Building Addition, Lot 1, Block 1
Construction Plan Review Comments
Dear Mr. Attanasio:
The City of Coppell has reviewed the referenced plans and has the following comments to offer:
General —
1. Correct the spelling of Las Colinas throughout the plan set.
2. The plat name and the name of the development should correspond throughout the plans.
Plat —
Several additional sidewalk easements are necessary. See comments within the marked up plan
set.
Sheet Cl -
1. Realign the proposed sidewalk to avoid the existing storm sewer inlet on Moore Road. This
may require an additional sidewalk easement.
2. If it is your intention to not install a lime subgrade beneath your paving, a written request for
waiver must be made to the City. That request is generally approved for private paving as
long as the strength of the concrete is increased to 4000 psi or the thickness is increased by
one inch. Any paving within public right -of -way still requires a flex -base subgrade.
3. Are you proposing a stamped concrete paver band in the driveway onto Sandy Lake Road?
4. There appears to be a conflict with an existing fire hydrant and the proposed sidewalk along
Moore Road. How will this be addressed?
Sheet C3 —
1. The record drawings for the property to the north (Children's World) show the existing inlet
to be 6', not 4' as is labeled on this sheet. There also appears to be an existing stub -out under
the existing mutual access. Verify.
2. Ensure that the open area on the west side of the building will not pond water.
3. Include profile views of all proposed storm sewer pipes.
4. Extend the connection of the 15" PVC line to the 18" RCP lateral to the property line.
5. Properly label the PVC and RCP sizes.
255 PARKWAY * P.O. BOX 9478 * COPPELL TX 75019 * TFL 972/462 0022 * FAX 9721304 3673
6. Provide a detail of the 18" RCP lateral connection to the 66" RCP.
7. It may be possible and more cost efficient to drain the entire property to the 18" RCP in
Moore Road. Contact me to discuss.
Sheet C4 —
1. Ensure that all vaults and meters will be within the 10' x 10' water easement.
2. Include a wastewater access device at the property line for the 6" sanitary sewer service.
3. Indicate that the sanitary sewer line will tie into the existing manhole by the core and bore
method.
4. 2 -2" domestic water meters seems excessive. Verify.
5. Verify adequate fire hydrant coverage and the FDC location with the Fire Marshal, Travis
Crump, at 972- 304 -3503.
Sheet C5 —
1. Consider relocating the construction entrance to Moore Road. Moore Road carries less
traffic and construction vehicles will have access to the traffic signal at Sandy Lake Road.
2. A construction site notice (TXR 150000) and SWPPP are required to be on -site at all times.
3. Traffic control plans must be submitted and approved prior to any lane closures.
Sheet C6 -
Remove all details that are not specific to this project.
Once the necessary corrections have been made, please return this marked -up set and two sets
of revised plans to the City for review. If you have any questions or need any additional
information, please contact this office at your convenience.
Sincerely,
Teresa Turner, E.I.T.
Graduate Engineer
Office Phone: (972) 304 -3681
Fax: (972) 304-3570