Coppell Ind 2-CS031001
ENGINEERS . ARCHITECTS
SCIENTISTS
PLANNERS
SURVEYORS
4000 Fossil Creek Blvd.
Fort Worth, Texas 76137
(817) 847-1422
Metro (817) 429-9975
Fax (817) 232-9784
... Iff .
III Ha ASSOcIates, Inc.
City of Coppell
Proiect lD: FP-03-0070
Proiect Type: Final Plat
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Electric and Gas - Jeff Curry
1. Plat unacceptable, please contact Jeff Curry at 972-570-4126 to discuss Oncor easement
requirements.
Stephen Crawford has discussed this issue with Jeff Curry. Mr. Curry wants Halffand Hillwood
to complete the "COMMERCIAL/INDUSTRIAL ONCOR ENERGY DELIVERY
CUSTOMER REQUIREMENTS" form including electric loading information for Oncor.
Engineering - Teresa Turner
1. In preparation for the future improvements to Bethel Road, additional ROW dedications and
temporary easements are needed. I have included the necessary documents to be included on the
plat. Any ROW dedications will be credited to the roadway impact fee assessment.
HaUl:' has added the right-of-way dedication and slope easement to the plat. These will be
dedicated when the plat is recorded. The temporary construction easements will need to be
executed by a separate instrument.
2. Are you proposing to construct the storm drain system for Building 2 with the expansion of
Building I?
As of right now, this is the way that it is shown. Hillwood is considering another option of
associating construction of the south storm drain system with Building 2. The north storm drain
system and detention pond expansion will need to be performed during the Building I
Expansion
3. VerifY that enclosing the open channel within the existing 20' drainage easement will not
decrease the capacity.
The 20' drainage easements are not existing easements. They are not shown on the Building 1
Final plat, but they are shown on the original preliminary plat. These drainage easements will be
dedicated by the new plat.
The current open channel south of the future Building 2 was originally designed as an outfall
ditch leading to the detention area on the eastern side of the site. For the future building layout,
this outfall ditch will need to be filled in and the detention area extended to the north Our future
storm drain system south of Building 2 will have the capacity to contain 1 DO-year discharges
from the fully developed site.
ENGINEERS . ARCHITECTS
SCIENTISTS
PLANNERS . SURVEYORS
4000 Fossil Creek Blvd.
Fort Worth, Texas 76137
(817) 847-1422
Metro (817) 429-9975
Fax (817) 232-9784
... Iff .
III Ha ASSOcIates, Inc.
City ofCoppell
Proiect lD: PD-03-0069
Proiect Tvpe: Re-Zonine PD
Engineering - Teresa Turner
I. As 1 believe you are aware, the fire line for Building I is pressurized.
Hillwood and Halffunderstand that this line is pressurized
2. All water meters, fire vaults, etc. must be within the ROW or in an easement.
All water meters, fire vaults, etc. are within easements.
3. Coordinate all work with plans for the future improvements of Bethel Road. Contact Suzan
Taylor, ClP Coordinator, at 972-304-7019.
TranSystems has been coordinating easement locations with Hillwood.
4. Are you proposing to construct the storm drain system for Building 2 with the expansion of
Building I?
As of right now, this is the way that it is shown. Hillwood is considering another option of
associating construction of the south storm drain system with Building 2. The north storm drain
system and detention pond expansion will need to be performed during the Building 1
Expansion.
5. VerifY that enclosing the open channel within the existing 20' drainage easement will not
decrease the capacity.
The 20' drainage easements are not existing easements. They are not shown on the Building I
Final plat, but they are shown on the original preliminary plat. These drainage easements will be
dedicated by the new plat.
The current open channel south of the future Building 2 was originally designed as an outfall
ditch leading to the detention area on the eastern side of the site. For the future building layout,
this outfall ditch will need to be filled in and the detention area extended to the north Our future
storm drain system south of Building 2 will have the capacity to contain I DO-year discharges
from the fully developed site.
ENGINEERS . ARCHITECTS . SCIENTISTS
PLANNERS
SURVEYORS
4000 Fossil Creek Blvd
Fort Worth, Texas 76137
(817) 847-1422
Metro (817) 429-9975
Fax (817) 232-9784
... ff .
III Hal AssOcIates, Inc.
4. It is difficult to determine what is proposed for construction - Building 2 AND the expansion
of Building I? How will the construction phasing occur?
At this time, Building 1 Expansion and Building 2 will be constructed as two separate projects,
with the Building 1 Expansion to occur first. However, both could be built simultaneously.
5. A frrelane easement cannot overlap an existing drainage easement.
The two 20' drainage easements are currently proposed. Will these easements need to be moved
to avoid the firelanes? The north easement could possibly be moved further north if necessary,
but not the south easement since the current storm drainage outfall has been established. In
either case the storm drainage will need to cross a fire lane to get to the future detention pond.
6. Additional easements may be required during the engineering review process.
Okay
Planning Department - Marcie Diamond
I. The name of the plat needs to remain Coppell Industrial Addition, and this plat needs to be
titled Coppell Industrial Addition Lots IR and 2, Block A, Replat and Final Plat, being a replat
of Lot I, Block A, and a Final Plat of Lot 2, Block A, of the Coppell Industrial Addition.
Correct all references to the name of the plat on page 2.
The plat has been updated to meet this request.
2. All easements (existing, proposed and to be abandoned), need to be appropriately labeled and
consistent on all plan sheets and plat.
All existing easements are labeled "(Vol 2000200, Pg. 00669, P.RD.C.TT
All proposed easements are labeled "to be dedicated by this plat"
All abandoned easements are labeled "abandoned by this plat"
3. Will paving (frre lane and parking) be permitted over the two drainage easements?
Refer to Engineering comment #5
4. Correct the spelling of HiIlwood's Address and the typo's on page 2.
All spelling corrections have been made.
5. Revise curve data table to be in alphabetical/numeric order.
Curve data table has been separated from Line data table and put in alphabetical/numeric order