07-09-26 Site Development Review Committee Agenda and MaterialsCc: Police City Manager City Clerk
Building Fire Community Development
Planning Parks Public Works MDT
Development Services Department
201 1st Avenue East
Kalispell, MT 59901
Phone: (406) 758-7940
Fax: (406) 758-7739
www.kalispell.com/planning
The City of Kalispell does not discriminate based on disability in its programs, services, activities, and
employment practices. Accessible parking is available at the rear entrance to City Hall off the alley, where
there is an accessible entrance, and accessible restrooms are available. If you need auxiliary aids or services
for effective communication or other reasonable accommodation to participate in the meeting or hearing,
please contact the Development Services front desk at (406)758-7940 as soon as possible, preferably at least
two working days before the meeting date.
SITE DEVELOPMENT REVIEW COMMITTEE AGENDA
Thursday, July 9, 2026 @ 10:00 a.m.
First Floor Conference Room
201 First Avenue East
Hear the Public:
Performance Bond Reminders:
Old Business: Flathead County Detention Center – 225 Snowline Lane
Kalispell Outpost Apartments – 40 Appleway Drive
Northwestern Energy Shop Addition – 890 N Meridian
Chick-Fil-A – 355 Treeline Rd – remodel/site improvements
New Business: Timberwolf Residences – Stillwater Bend Rd – 6 apt bldgs/1 clubhouse
Other: PRELIMINARY COMMENTS – 385 Cascade Loop – Farmers Bank
PRELIMINARY COMMENTS – 1430/1440 Hwy 2 W – Car Wash/Coffee
PRELIMINARY COMMENTS – 2845 US 93 S – old Toyota bldg
PUD Amendment Request – Stillwater Bend Ph 2
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B
S1
3
,
T
2
8
N
,
R
2
2
W
FL
A
T
H
E
A
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C
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EX
I
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C
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A
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DE
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14
3
0
U
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2
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V
E
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M
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T
ML
BC
ML
-
25-112
93
(E) CELLULAR
COMMUNICATIONS
TOWER
(E) 30' UTILITY EASEMENT
(E) SEWER MAIN (TYP)
(E) SEWER MANHOLE (TYP)
US
H
I
G
H
W
A
Y
2
(E) SUBJECT PROPERTY BOUNDARY
(E) ADJACENT PROPERTY BOUNDARY (TYP)
(E) GRAVEL DRIVEWAY (TYP)
(E) ASPHALT ROAD
(E) FENCE (TYP)
(E) WATER MAIN
R
A
I
L
S
T
O
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R
A
I
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S
(E) STORMWATER MAIN
(E) STORMWATER
CATCH BASIN
PARCEL A
±4.051 AC
(E) WELL (TYP)
(E) 50' AND 100' WELL ISOLATION ZONE (TYP)
(E) HOME (TYP)
(E) FIBER OPTIC LINE (TYP)
(E) POWER POLE (TYP)
(E) GAS LINE (TYP)
(E) GUY WIRE (TYP)
(E) OVERHEAD POWER LINE (TYP)(E) CURB INLET (TYP)
(P) DEMO TO REACH EDGE OF NEW PAVEMENT
(E) ELECTRICAL TRANSFORMER (TYP)
(P) EXISTING ELECTRIAL TRANSFORMER
TO BE RELOCATED OR DEMO
(P) EXISTING COMMUNICATIONS BOX
TO BE RELOCATED OR DEMO
(P) EXISTING WELL TO BE ABANDONED
(P) EXISTING COMMUNICATIONS BOX
TO BE RELOCATED OUTSIDE OF
PROPOSED SIDEWALK
(P) DEMO EXISTING GRAVEL AND ASPHALT INSIDE PROPOSED PAVEING AREA (TYP)
LINCOLN STREET
CA
S
C
A
D
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L
O
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P
60.00' WIDE
60
.
0
0
'
W
I
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E
WGM GROUP
OF
FI
L
E
:
W:
\
P
r
o
j
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c
t
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\
2
5
1
2
0
8
\
2
0
D
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a
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C
A
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\
0
1
D
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s
i
g
n
\
2
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1
2
0
8
B
A
S
E
-
P
.
d
w
g
PROJECT:
SURVEYED:
DESIGN:
DRAFT:
APPROVE:
DATE:
SH
E
E
T
LAYOUT:
REVISIONS:
NO. DESCRIPTION DATE
WWW.WGMGROUP.COM
SI
T
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P
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A
N
FA
R
M
E
R
S
S
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A
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B
A
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K
KA
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I
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P
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M
O
N
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A
N
A
25-12-08
D-SIZE (2)
Initials
JCN
JCN
MJB
JULY 2026
01 01
N
0
SCALE - FEET
20 20 40
WGM GROUP
WWW.WGMGROUP.COM
OV
E
R
A
L
L
L
A
N
D
S
C
A
P
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P
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A
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FA
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A
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O
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A
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A
JULY 2026
L1.0
PRELIMINARY
PLOTTED:
SAVED:
6/30/26
6/30/26
0
SCALE - FEET
20 20 40
N
OVERALL LANDSCAPE PLAN1PLAN
SCREENING SHRUBS TO
BLEND INTO EXISTING
LANDSCAPE BUFFER ON
COSTCO'S PROPERTY
SMALL SHRUB BEDS AT ENTRANCE
DRIVEWAY TO PROVIDE A POP OF
SEASONAL COLOR
COLUMNAR TREES
TO ADD VERTICAL
ACCENT TO
ARCHITECTURE
SHADE TREES
XERIC PERENNIALS,
GRASSES AND
SHRUBS
SCREENING
SHRUBS
ORNAMENTAL
TREE
LAWN
LAWN
NATIVE
GRASS
LAWN NATIVE
GRASS
LAWN
PROPOSED
BUILDING
PATIO 1
PATIO 2
CA
S
C
A
D
E
L
O
O
P
SEATWALL
NOB HILL LOOP
SMALL SHRUB BEDS AT ENTRANCE
DRIVEWAY TO PROVIDE A POP OF
SEASONAL COLOR
EW
EW
EW
G
G
G
EW EW EW EW EW EW EW EW EW EW EW
S
OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
FO
FO
FO
FO
X
X X X X X X X X X X X X
G
G
G
G
G
G
G
G
EW E
W
E
W
EW EW EW
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
U
E
P
U
E
P
G G G G G G G
G
GTIE INTO EXISTING
ASPHALT
REROUT ELECTRIC
TO EXISTING LIGHT
(AS NECESSARY)
TIE INTO EXISTING
ASPHALT
2928.4'2928.0'
SEE DWG. C-4 FOR
SWALE PROFILE
INSTALL 3' WIDE VALLEY
GUTTER @ 1.3% 66' LONG
SEE MPWS 2529-1
INSTALL FRENCH DRAIN
INSTALL 4' WIDE x 1' DEEP LAYER OF
12" MINUS RIPRAP FROM CULVERT
INVERT TO POND BOTTOM
2928.85'2928.85'
2929.70'
2929.00'
2933.20'
2933.20'
2933.20'
2933.56'
2929.70'
2929.39'
2930.16'
2929.28'
2929.33'
2929.84'
2928.4'
2930.18'2929.76'2929.20'
2932.58'2931.91'2931.68'2929.97'
2929.98'
2929.04'
2928.75'
-
1
.
3
7
%
-1
.
3
2
%
-1.5
7
%
-1.
8
9
%
-2.
6
0
%
-4:1
-4:
1
-4
:
1
-4:1
29
2
1
2
9
2
5
2932
2931
293
3
BOTTOM OF POND
ELEVATION = 2920.5
2
9
2
8
2930
2
9
2
9
2
9
2
8
293
0
293
1
292
9
2932
2934
INSTALL 4' WIDE DIKE TOP AS
SHOWN ELEVATION = 2924.4
2927
2
9
2
8
2928.0'
-
1
.
5
9
%
2929.08'
-1.3
2
%
2928.75'
2928.80'
TIE INTO EXISTING
ASPHALT
-3
:
1
-3
:
1
-3
:
1
2929.79'
MATCH BOTTOM OF POND
ELEV = 2920.50SLOPE SIDES AS
NECESSARY
FOR EXCAVATION
DIG 5'x5'x5' HOLE AND FILL
WITH LANDSCAPE ROCK
EW
EW
EW
EW
EWE
W
E
W
EW EW EW EW EW
FO
FO
2928.4'2928.3'
2928.4'2927.9'
2927.5'
2927.2'
2928.85'
2927.15'
2928.03'
2927.63'
2927.79'2927.94'
2927.02'
2927.46'
-1.
8
9
%
-2.
6
0
%
2927
2
9
2
8
2928.75'
2928.80'
TIE INTO EXISTING
ASPHALT
INSTALL 43 LF OF 12"
HDPE CULVERT @ 7.6%
INV. = 2924.4
INV. = 2927.65
INSTALL PIPE BOLLARDS
8" SCHEDULE 40
STEEL PIPE
PAINT HIGH
VISIBILITY YELLOW
FILL WITH CONCRETE
SURFACE TYPE AS
INDICATED ON THE PLANS
CONCRETE ENCASEMENT
Jun 27, 2014 - 3:53pm - Z:\PRIVATE\15614009 - Kalispell Toyota\02_Final Design\01_CADD\Plan Set\Grading Plan Sheet.dwg
N
30 0 30 60
SCALE FEET
ISSUE DATE
PROJECT NUMBER
REVIEWED
DRAFTED
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
SHEET
C-3
1 2 3
KA
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15614009
--
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ADE
PTJ
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M
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A
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A
FRENCH DRAIN
C-3
1
CROSS SECTION
PLAN VIEW
5'
5'
5'
G
R
A
D
E
B
R
E
A
K
SEE
EAST APPROACH
C-3
2
GR
A
D
E
B
R
E
A
K
06/30/2014
10 0 10 20
SCALE FEET
G
R
A
D
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B
R
E
A
K
5'
-
0
"
3'
-
0
"
BOLLARD DETAIL
C-3
3
C-3
2
C-3
1
C-3
3