Coppell Industrial-CS030530Mike:
Thanks for the summary. I will put a copy in the development file. I asked one of our construction
inspectors about the grade on the sewer service under the building. He is pretty sure that the minimum is
1 %. If you would like, I can contact our building inspections department on Monday to have them verify
with the building code. Let me know.
Teresa
»> "Moya, Mike" <MMoya@FortWorth.Halff.com> 5/30/03 2:11:17 PM »>
Teresa,
Thank you for taking the time to meet with us this morning. We appreciate
your input as we assemble our submittal for June 16. Following is a brief
summary of the issues discussed during our meeting this morning. Please do
not hesitate to call Josh or I if you have questions, comments, or additions
to the following summary.
Thanks,
Michael A. Moya, PE
Halff Associates, Inc.
4000 Fossil Creek Blvd.
Fort Worth, TX 76137
Phone: (817) 847-1422
Fax: (817) 232-9784
Date: Friday, May 30th, 2003.
Time: 10:30 a.m.
Attendance: Teresa Turner, Josh Logan, & Mike Moya
Location: City of Coppell
Summary of items discussed:
1. Storm Drainage System
Flumes emptying into proposed pond are acceptable as long as they
have adequate erosion protection (rip rap around ouffall)
* Drainage easements will be required if property is split up into two
blocks on final plat. Drainage easements will be a minimum of 20' wide.
Onsite drainage can flow over into adjoining property's detention
system ;however, it must be proven the modifiedlenlarged pond is sized to
convey the additional runoff.
2. Sanitary Sewer Ssystem
eresa Turner - Re: Tradepoint - ity o oppell ~ ~~~~` Page 2
City concurred with the general layout. Easements will be necessary
if sewer laterals serve both buildings. If not, then sewer laterals will be
considered private and maintained by the owner of the building.
The City will confirm minimum grade for services under the building.
3. Water System
New fire hydrants are not necessary for north and south side of
buildings if existing FH's are within 150' of the bldg along Creekview and
Bethel Road.
Fire vaults will be necessary at each tap to a main. Therefore,
under current configuration, 4 vaults would be necessary. The City
suggested it may be more economical to have only 2 taps (one to the 12"
Creekview WL and one to the 16" Bethel WL) with a 8" or 10" loop.
Water and irrigation services shall be tapped off of the proposed
10" fire line rather than direct taps to the existing mains. Both shall
have meters.
* Easements for water meters and fire vaults are required. Fire
Vault easement typically 10'x20'.
4. Miscellaneous
Concept grading required for preliminary submittal.
Water and sewer utilities are to be shown on same sheet.
Storm drain shall be separate.
Profiles are not required for DRC June 16 preliminary submittal.
The City will coordinate with the Bethel Road design engineer to
have digital files of the proposed improvements forwarded to Halff.