HomeMy WebLinkAboutgr00090_000053_pg145MOUNDS VIEW CITY COUNCIL Regular Meeting
PAGE 4 May 12, 1980
(c) the minimum square feet area requirements
in (2) above shall be provided;
(d) all existing structures and any proposed
structures shall meet all yard requirements
under Chapter 40.05.
This revision allows the 82.5 foot lot frontages on
Bayport Plat.
At this time, Staff is recommending that the plat be
approved upon the following conditions:
1. The developer finalizes his plat and drainage
plans pursuant to the S.E.H. recommendation in a
letter dated 11/2/79.
2. That the ponding and drainageway areas be
noted as drainage easements on the final plat.
3. That the Developer submit his revised plat
and drainage plan to Rice Creek Watershed District
for written approval prior to the City's final action
on the plat.
4. That staff be directed to draft a resolution
and development agreement for final approval. The
development agreement would include the following:
Exhibits: Final Plat, Grade Plan, Legal Description
Bond or Letter of Credit or cash in the amount of
$5,500.
Dan Boxrud, City Engineer, briefly reviewed the planning
considerations of the proposal, indicating the pond
elevation will be raised to 905.5 to allow for extra
drainage.
The Mayor opened the meeting to discussion and questions
from the audience:
Q.How many inches of rainfall would have to fall
within a 24 hour period before I would have the
overflow in my place? (Harry Gum, 7805 Greenwood)
A.(Engineer) No more water will leave the site in
the future than it does today. Pursuant to
Res. 983, plans show a water detention area which
will detain water after a major storm and release
the water to the existing storm sewer at the north
property line at the same rate were the property
left in its undeveloped state.
Q.Will the sewer head take a 50 year storm? (Sharon
McCarthy,) ).
A.(Engineer) No, but the pond will take a 50 year storm.