Mercantile-CS030429DOWDEY, ANDERSON
& ASSOCIATES, INC.
CIVIL ENGINEERS
5225 Village (reek Driue, Suite 200
Plana, Texas 75093
Phone 972.931.0694 Faa 972.931.9538
To: Teresa Turner
TRANSMITTAL
From: Tim Porter
Co: Date: April 29, 2003
Address: 255 Parkway Blvd.
P.O. Box 9478
Texas 75019
Phone: 972.304.3681
CC: File
Via: Courier
Re: The Mercantile Plan Re~ubmittal Job #: 02-063
Here are two (2) copies of the plans for The Mercantile resubmitted for City Review. Also, I
have included the marked-up set and a memo explaining my revisions (3 sheets).
Please call me if you have any questions or comments.
Thank you,
Timothy J. Porter
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DOWDEY, ANDERSON
& ASSOCIATES, INC.
CIVIL ENGINEERS
~22~ Village Creek Drive, Suile 200
Plana, Texas 15093
Phone 97? 931.0691 Fax 972.931~9i3B M E M O
Ta Teresa Turner
Date: 4/29/2003
Time: 12:07pm
Re: The Mercantile Addition Review Comments Addressed
Please see the following documentation addressing the City of Coppell Construction Plan
Review Comments for The Mercantile Addition dated April 7, 2003:
GENERAL NOTES:
1.) A copy of the approved site plan has been added to the set as sheet (plate) number 1.
2.) All plan sheets are numbered with a plate number in the lower right corner except the
site plan provided to us by the architect.
3.) Since the property owner of Lot 2 is the same as Lot 1, I am not sure we need this
agreement. Easements are being provided for utilities and drainage structures that cross
Lot 2.
PLAT:
1.) A utility easement has been added to cover the water line near the west property line of
Lot 2.
2.) A drainage easement has been added to the plat for the proposed drainage structures
that travel across the Lot 2 site.
3.) A utility easement has been included to cover the sanitary sewer line that is to be placed
on Lot 2.
GRADING PLAN:
1.) A detail of the proposed concrete flume has been included on the Grading Plan sheet. It
includes a capacity calculation.
2.) The runoff from the property to the south will be channelized on our site via a Swale that
will direct it to the proposed concrete flume (east). This is mainly represented by the
proposed contour lines shown. With this plan, no offsite grading will be necessary.
3.) The milsap stone wall is a small section located east of the east-most building entryway. It
is a short section but, is necessary to provide handicap accessibility to the building in this
area.
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DRAINAGE AREA MAP:
1.) The front of the property does drain to Denton Tap Road. An additional drainage area
OS-4 has been added to the plan to show the area and flow.
2.) Notes have been revised per request.
STORM SEWER PLAN/PROFILE:
1.) Labeling of Line "A" has been corrected.
2.) The 18" storm sewer line has been shifted onto Lot 1 to avoid straddling the property
line. It is 5 feet south of the Lot 1 north property line.
3.) General notes have been updated.
UTILITY PLAN:
1.) The configuration of the domestic and utility meters has been altered. The irrigation no
longer appears to stub out below the pavement.
2.) The existing sanitary sewer line along Denton Tap Road is, in fact, a 15" line. The note on
the plans has been updated to reflect this.
3.) The 6" sanitary sewer line (SS-1) has been profiled and is located on a new sheet
"Sanitary Sewer Plan /Profile" plate number 9.
4.) The location of the Fire Department Connection is just outside of the fire riser room. This
room has been located on the architecture site plan (plate 1).
5.) The services for Lot 2 will be metered separately. The 8" water line extending into Lot 2
is for the purpose of looping the fire protection system in the future. An easement has
been added along the front (west) of Lot 2 in to allow for future meters.
6.) An easement has been provided for the 6" sanitary sewer line in Lot 2. The new line will
end at a cleanout so the future development can connect.
PAVING PLAN:
1.) Many of the details previously shown on the paving plan have been removed. The only
remaining are the handicap striping and sign details.
2.) We are planning to use stamped concrete in the approach to Denton Tap Road. The
plans have been updated to reflect this.
3.) The General Notes have been updated on this sheet.
4.) All paving stone notes and details have been removed.
SWPPP:
1.) Silt fencing has been added along the east side of the property.
ADDITIONAL:
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1.) The fireline that crosses the storm sewer line has been equipped with 20 linear feet of
concrete encasement per the City redline markups. This will protect the waterline from
both the sanitary sewer and storm sewer crossings.
2.) The east end of the north drive (shared drive) of Lot 1 will not have a curb because it is
slated to connect to the church parking lot for access in the future. I have added a
barricade on the paving plan to prohibit traffic crossing to and from the church site. This
barricade will be removed when the church builds the connecting drive on their site.
3.) Drainage areas have been changed slightly to the south of the proposed building. This is
due to the roof drainage in this area being taken underground. The owner has requested
this revision so, additional HDPE piping (12" and 6") has been added to the storm sewer
plan.
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