PA0001-CS000428Schrickel, Rollins and Associates, Inc.
Consultants in Landscape Architecture · Engineering · Planning
April 28, 2000
Victor W. Baxter, ASLA
Kent E. Besley, ASLA
Joseph E. Bradley, PE
Terry T. Cheek, ASLA
Terry E Cullender
Daniel B, Hartman, PE
Delbert W. Hirst, ASLA
Sanford P. LaHue, Jr., PE
Hershel R. Lindly, APA
David K. McCaskill, ASLA
Albert W. Rollins, PE
Gene Schrickel, FASI.A
Suzanne C. Sweek, ASLA
Mr. Mike Martin, P.E.
Dept. of Engineering Services
City of Coppell
P.O. Box 478
Coppell, Texas 750194409
RE: MacArthur Park
Dear Mark,
Four (4) sets of Final plans for MacArthur Park were delivered to Brad Reid late yesterday
afternoon for his submittal to the various departments at the City. One of those sets was
to be delivered to Engineering Services for your review,
We had a number of changes to the plans since our meeting on April 18t". Brad met with
the Fire Marshall, and to better accommodate his requests we ended up relocating the
Concessions Building directly behind the existing Fire Station. It was our understanding
that no additional fire protection would be needed on site with this revision. We also
revised our domestic water service tie in location because of the relocation of the
building.
We were also able to get flowline elevations on the sanitary sewer manholes located
along the west side of MacArthur Boulevard. We ended up running our sanitary sewer
to the south side of the property as we discussed earlier. We are currently working on
the utility easement required for the section of sewer running parallel to MacArthur. This
was needed to maintain the nine (9') feet of separation between the existing water line
and the proposed san itary sewer line. We should have that complete within the next two
weeks.
1161 Corporate Drive West, Suite 200 · Arlington, Texas 76006 ° (817) 649-3216/Metro (817) 640-8218/FAX (817) 649-7645
Schrickel, Rollins and Associates, Inc.
Mr. Mike Martin, P.E.
April 28, 2000
Page 2
There is also a Drainage Area Map with calculations included in the plans. I know that
you had requested that we recalculate the offsite drainage. After reviewing the plans I
wasn't sure that this was necessary. Wearenotimpactinganyoffsitedrainageotherthan
the drainage that we are directing towards the creek to the east. The 24" storm drain
pipe that comes on to our property from the west is already at maximum capacity
according to the development plans. As I see it, this is the worse case scenario. All the
remaining drainage is coming from either the church, the fire station or on-site. Please
take a look at it and let me know if you would like for me to provide you with any
additional information.
If you should have any questions or need any further information please do not hesitate
to give me a call.
Yours truly,
SCHRICKEL, ROLLINS AND ASSOCIATES, INC.
Chris 5chnitger, P.E.
C S/c s/4o~
cc: File