HomeMy WebLinkAbout2001-04-12 BRAA Plan Comments Kris Danielson
Fromm: PoaUer,.OennkuKA[d .con]
Sent: Thursday 12.20013:31 PM
To: Scott Richards (E-mai[X Kris Danielson
Cc: Jay Johnson (E-moiU; Jim Butler (E-maiU; Katharine D.VVidin(E-maiU|Kimberly Kemper
(E-
mai l); J (E-ma Thomas M. Melena(E-mai|)
Subject: Rainbow Foods Fuel Station, OOOLLC and Sprint FCS Tower
Scott/Kris:
I've had echance to review these plans, and offer the following comments:
Ra Foods Fuel Station
In lation to Item Numbers 5 8and11 under Analysis Conditional Use
Permit of Scott's 4/5/01 Planning Report (corresponding to Item Numbers 1,
7. and 2, respectively, underComouaion/Recommendation):
5. Drainage - | spoke with Leon [)pmtz ofRLK Kuusiato, and he indicated FILE copy thattheyvNU bo installing the1rown otonn weter oetoh bas|n with a
hazardous material trap prior to tying into the existing storm sewer. They
will be reshaping the site to drain to this new catch basin. We do
recommend modifying the existing outlet structure for the Pond south ofthis
site adjacent to 58th Street, to prevent direct access of potential fuel
spillages into the City's storm aevvor system. RLK can design their own type
of skimmer structure for our rev|aw, or we can provide them with eevame|
alternatives.
8. Fuel Pumps - VVevvi|| review these details when they are mode
available.
11. Vehicle Access ' The vehicle access/modifications are acceptable aa
proposed. Traffic flow to/from the parking lot aisle directly east of the
proposed station will obviously be altered, but the effect should be fairly
insignificant. Wedo recommend installing yellow marking lines along the
north and south edges of where the existing bituminous will be joined (i.e.,
lines go in east-west direction along the center of the parking lot aisles),
ho delineate the fuel station area and driving lanes.
ODD L.L.C.
In relation to Item Number 7. under Conclusion and Recommendation of Scott's
4/5/01 Planning Report regarding Grading, Drainage and Utility Plans:
°
The grading plan ia acceptable assubmitted.
�
The drainage area map and storm vvater/ponding calculations are
acceptable easubmitted.
�
The sanitary sewer and water services proposed are acceptable ae
submitted. Wm recommend the hydrant |ooation(s)be verified with the Fire
Department to verify adequate coverage.
�
The internal storm sewer that serves the "biangu|ar' parking area
ia acceptable aasubmitted. VVe recommend that on Emergency Overflow (EOF)
to the north be maintained aten elevation no higher than 841.5O.
CurrenUy, if storm water were to beoh up in this area, the lowest overflow
elevation inQ42.O3+to the north (the easterly building finished floor
elevation ioQ42.5O).
8phntPCS
No specific engineering comments. Wa assume the specific location was
chosen tobeam inconspicuous os possible (tucked into trees os far as
possible). |f this ia not the case, it may make more sense to locate the
tower slightly farther south or southeast on more level ground to keep it
out of the a|opa/ovva|e.
Dennis M.Poat|er
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