08/05/98 Neier/Daley FieldAugust 5, 1998
Gerald L. Hagood, President
Kiemle & Hagood Company
Washington Mutual Financial Center
West 601 Main Avenue, Suite 400
Spokane, Washington 99201-0674
Re: Daley Field
Dear Mr. Hagood:
During our telephone conversation of July 22, 1998, I indicated I
would be communicating in writing concerning certain infrastructure
improvements necessary for your development. I have discussed the
matters with the Public Works Department and offer the following
for your review.
Article 2, Section 2.2 (g) and Article 3, Section 3.1, Dev 1onmP.nt
Agreement discuss the installation of traffic signalization
accessing your site at the northerly entrance to the Rosauers'
property. The Agreement schedules the installation to be
commensurate with reconstruction of U.S. Highway #93, which Montana
DOT had scheduled for 1999. According to information made
available to this office, the U.S. Highway #93 reconstruction has
been delayed until 2000. In our conversation you indicated that a
delay in the construction may not cause a problem because Rosauers
may not commence construction until the Fall of 1999. Regardless
of the schedule, the Agretz.mer?t obligates the City to install
temporary lights prior to Rosauers' occupancy.
We also discussed the private road between Lots 1 and 2 and under
the Reciprocal Easement and Maintenance Agreement, the "non -
initiating party" is responsible to pay 1/ the cost of designing
and constructing the road. At this time the City does not have a
I:\wp\hagood.wpd
Post Office Box 1997 • Kalispell, Montana 59903-1997
Telephone (406) 758-7700 • FAX (406) 758-7758
Gerald L. Hagood, President
August 5, 1998
Page 2
marketing plan to sell Lot 1, so I believe it fair to assume that
Rosauers will be building the road and billing the City for the
improvement. I further believe that you will be accomplishing the
task in coordination with the Rosauers development.
The Sanitary Sewer, serving Lots 1, 2, and 3, may be constructed by
the City at its option, if the City designs and builds prior to
Rosauers (§ 3.2 [e], Agreement). In discussing the matter with Jim
Hansz, we see some advantages to allowing Rosauers to proceed with
the sewer, followed by a late comer's agreement to be executed once
costs are determined. I have attached hereto a copy of a letter
from the Assistant City Engineer to the Director of Public Works
for your information on the City's estimate of costs.
The City had in its budget allocated funds for at least the
temporary traffic signal and, I believe can make funds available
for the road improvements this budget year.
If you have further inquiries or desire more information please
contact me. I would encourage your staff or consulting engineers
to contact the City Public Works Department to discuss the
technical aspects of the project. I have enclosed business cards
for the individuals you may wish to contact.
Thank you for your attention.
pc: Public Works
Mayor and Council
Donald K. Querna, Randall & Danskin, P.S.
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MEMORANDUM
April 29, 1998
To: Jim Hansz, Director of Public Works
From: Dick Amerman, Assistant City Engineer
Subject: Sanitary and Storm Sewer For Daley Field Subdivision for Rosauers
Supermarkets, INC. per Development Agreement Dated December 24, 1997.
Attached is a preliminary design for the referenced. The sanitary sewer was sized at 10"
which will allow for a minimum grade of 0.28%. This will take the end of the line to
within 70ft.. of the southerly boundary of Lot 1, at which point, the flow line is at a depth
of 4ft., which is the minimum allowed by our standards. The attached drawing shows a
100 ft. by 100 ft. storm water retention facility that would serve Lot 2. A retention
facility for all three lots would be approximately 500 ft. long and would be constructed as
a shallow swale between the taxiway and the sanitary sewer. Following is a preliminary
cost estimate for the sanitary'sewer and the storm water retention systems for Lot 2 and
all three lots:
I. Sanitary Sewer:
A. Sewer Main; 1,200 LF @ $30/LF- $36,000
B. Manholes; 3 EA @ $2,000- $6,000
C. Connect to Existing Hanhole- A1,000
SUB TOTAL $43,000
Contingence @ 15% $6,450
Engineering and Inspection @ 10% $4,945
TOTAL FOR SANITARY SEWER = $54,400 G
Post Office Box 1997 - Kalispell, Montana 59903-1997
Telephone (406) 758-7700 - FAX (406) 758-7758
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07/20/98 15:57 STATION
MEMO, Dom► EWd Fnh&ision Qtilitks, (cant)
...................................................................
(123)456-7890 P. 004
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1 E Sane W&W Rete 160% System fat Lot 2:
A. Exavaden; 750 CY S SUM
B. Sin fin; 5001Y 1r CMP @ 9 MY.
C. Storm Drain I+nM*, I EA @ $2,000-
SUB-TOTAL.
confingefW7 @ 15%
TOTAI. MAR WATFA LOT 2 Z
April 29, IDS
MJ50
S10,000
MOOD
Vim.
V,363
$1,8I1
$20g '*=
III. Sta m Watt System ftff All 7bro (3) Lots;
A. Exmvgdoz6 1,500 CY @ SS/CY- $7.500
B. SR= brain; 500 L>: 18" CW @ $20&S- $10,0M
C. Sim Drain Manhole I EA. @ A000- n000
SUS -TOTAL ,S12,
condrigovicy @ I56/6 A925
p4n*W4 old 'oa 010% $2,243
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