ST9301-CS 981116SverdFup
3499
Olvll, Ino. - Ollll~ll, l'l)r, II Offloe
8150 N. Central Expy · Suite M-1150 · I~llas, TX 75206 · Tele: (214) 696-3433 · Fax: (214) 696-
MEETING MEMORANDUM
MEETING DATE: November 16, 1998
LOCATION:
ATTENDEES:
Mr. CTriffin's Office
~, Director of Engineering and Public Works
Shannon Hebb, Project Manager
Doug Stevens, Engineering Technician
PROJECT:
Sandy Lake Sanitary Sewer Line
SVC Job No. 013480
A meeting was held to discuss the sanitary sewer design along Sandy Lake Road. The general
design, sbope and location were discussed, and the following items were finalized:
The new 21-inch sanitary sewer line begins in the north median of MacArthur Blvd. at the
intersection of MacArthur/Sandy Lake Road. It proceeds south across the intersection to a
new manhole and tums east to parallel Sandy Lake Road to an existing manhole along an
existing 30/27-inch line running north and south.
An existing 10-inch sanitary sewer line running east and west in Sandy Lake Road will be
investigated by Mr. Griffin to determine if it can be abandoned east of the intersection. It
will tie to the new 21-inch line with a new manhole.
An 8-inch sanitary sewer line running west fi'om the intersection will also be investigated by
Mr. Griffin to determine if the line should be abandoned. Mr. Griffin will contact Sverdmp
about the outcome of the investigations to define potential tie-in requirements.
The new 21-inch sanitary sewer line terminates at the eastem end at the existing manhole for
the 30/27-inch sanitary sewer line. The 21-inch line will require a slight curve to move from
the south side of the proposed roadway to the manhole.
o
A parallel line or the upgrade of the existing 27-inch line from the existing manhole to the
pump station will be completed on the new force main project, which is being designed by
another firm. A site plan of the pump station for our project is not required.
A task to be completed is to determine the invert elevation of the 30/27-inch manhole.
Sverdmp will have the surveyor obtain the invert elevation at the manhole in order to verify
the tie-in elevation.
MEETING MEMORANDUM
MEETING DATE:
LOCATION:
PROJECT:
PAGE:
November 16, 1998
Mr. Griffin's Office
Sandy Lake Sanitary Sewer Line
SVC Job No. 013480
2
7. Sverdrup submitted to Mr. Griffin for his review the two parcels which he requested.
8. The comments received from Mr. Griffin on the MacArthur/Sandy Lake Road intersection
plan set were also reviewed briefly, and all comments have been incorporated on the Plans.
9. Mr. Stevens transmitted plans of the pump station and electronic files of signal plans 'and
specifications to Sverdmp for our use and information.
10. The 70% plans of the Sandy Lake Road project are being reviewed by the Coppell
Engineering staff
~Kfl'~rffitted By - 7 x~
CC:
File 13480 - Corresp
Rich Baum
Mark Goode
Attendees
P:\013480\500eomm~505m~tm\l 11698kg