Kimbel Addn L8-12R-CS070824
,,,,Winkelmann
\.. &Associates, Inc.
CONSULTING CIVIL ENGINEERS. SURVEYORS
August 24, 2007
Michael Garza, EIT
City of Coppell
Engineering Dept.
255 Parkway Blvd.
Coppell, TX 75019
(972) 304-3679
(972) 304-3570 fax
RE: Kimbel AdditioDI Lo, loR
NEC Sandy Lake Rd. & MacArthur Blvd.
Construction Plan Review Comments
Mr. Garza,
We offer the following response to your August 17,2007 review comments.
1. Civil Details, Landscape & Irrigation Plans have been removed from our set. We
have notes on our plans indicating reference to City of Coppell construction
standards and details.
2. Seal provided is the approved by the Texas Board of Professional Engineers.
3. Signed and Sealed Retaining Wall details will be provided by our General
Contractor prior to construction. Detail is only shown for pricing purposes.
4. The sidewalk easement has been provided.
5. Spelling of Kimbel Kourt has been corrected on all sheets.
6. Note 7 has been modified.
7. Note 13 has been modified.
8. Stamped Concrete at drive entrances from Sandy Lake Road and MacArthur
Blvd. has been provided.
9. Sidewalks have been provided to the public along Sandy Lake Road and
MacArthur Blvd. as all buildings face these two streets per the approved zoning
site plan.
10. Curb & Gutter along Kimbel Kourt has been provided between access drives,
however, has not been provided north of Lot 14R access drive due to the current
drainage condition.
11. The pavement section has been revised to show 3600 psi. An additional 1" of
concrete has been provided in lieu of lime stabilization. A letter requesting this
variance will be coming from Rone Engineering shortly.
12. Full depth colored stamped concrete provided per ordinance.
13. Additional wall elevations have been provided.
14. Additional information on relocation of existing inlet and location of proposed
inlet has been provided.
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6750 Hillcrest Plaza Drive, Suite 100 Dallas, Texas 75230 (972) 490-7090
Fax (972) 490-7099
15. Flows have been updated to reflect the drainage area map.
16. Hydraulic grade line has been added to all storm drain profiles.
17. The current site is fully developed already and the redevelopment of this site
should not impact the downstream capacity of the existing lines.
18. Line 1 now includes the roof drains.
All other comments written on the plans have been addressed as well.
If you have any questions, please give me a call.
cc: Chas Fisher- AGOC
Mike Clark - W AI
Alen Hinckley - Yorkshire West
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