Two Mile Storage_Prelim_Site_ReviewBUILDING 6
BU
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L
D
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1
BUILDING 7
BUILDING 7
BUILDING 5
BUILDING 3
BUILDING 2
BUILDING 9
OWNERS
UNIT AND
EQUIPMENT
STORAGE
BUILDING 4
CB
CB
CB
CB
EM
T
SS
SS
SD
TR
A
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H
NO
PA
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CB
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bb
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2
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FINANCIAL DRIVE
CB
SS SS SS
W
X
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X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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X X X X X X X X X X X X X X X X X X X X X X X X X X X
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26
.
0
'
32
.
0
'
30
.
0
'
46.0'
20
.
6
'
21
.
4
'
50.0'
30.0'30.0'
26
.
0
'
30
.
0
'
30
.
0
'
26.0'
26.0'
24.9'
40
.
0
'
25.1'
15
.
0
'
F
R
O
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T
SE
T
B
A
C
K
10
.
0
'
B
A
C
K
SE
T
B
A
C
K
5.0' SIDE
SETBACK
15.0' SIDE
CORNER
SETBACK
VERTICAL PIVOT GATE
BOLLARD, TYP. AT EACH BUILDING
CORNER ADJACENT TO DRIVE AISLE
PERIMETER SECURITY FENCE, TYP.
SITE SUMMARY:
SITE AREA - ### AC
ZONE: B-2 GENERAL BUSINESS
MINIMUN SETBACKS:
FRONT - 15 FT
SIDE - 5 FT
SIDE CORNER - 15 FT
REAR - 10 FT
KEY NOTES
1.PAVEMENT SECTION PER DTL 1/C2.00
2.BOLLARDS, TYP AT EACH BUILDING CORNER PER DTL 3/C2.00
3.PAVEMENT STRIPING PER DTL 4/C2.00
4.VERTICAL PIVOT GATE PER DTL X/2.00
LEGEND
ASPHALT
CONCRETE
LANDSCAPE, SEE LANDSCAPING PLANS
SITE PLAN11" = 20'10-10 20 40
SCALE: 1" =
0
20'
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
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NOT FOR CONSTRUCTION
SCHEMATIC
DESIGN
C1.1022
0
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0
6
01-05-24
JEMANM
SITE PLAN
2
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BUILDING 6
BU
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1
BUILDING 7
BUILDING 7
BUILDING 5
BUILDING 3
BUILDING 2
BUILDING 9
OWNERS
UNIT AND
EQUIPMENT
STORAGE
BUILDING 4
CB
CB
EM
T
SS
2969
296
8
2969
297
0
29
6
8297029
6
7
2
9
6
7
2
9
6
8
2970
2969
2
9
6
8
29
6
7
SS
SD
TR
A
S
H
NO
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SS
T
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29712972
29
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3
29
7
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297
4
29
7
3
29
7
2
29
7
1
29712971
2
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9
2
9
7
1
2
9
7
2
29
7
2
2974
2969
bb
q
T
2
M
I
L
E
D
R
I
V
E
FINANCIAL DRIVE
CB
SS SS SS
W
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
SD
CB
SD
CBSD
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
SD
SD
CB CB
CBCB
SD
SD SD SD
SD
SD
SD SD SD
SD
SD
SD SD SD SD SD
SD
SD
SDSDSDSD
SDSDSDSD
SDSDSD
SD SD
STM-MH-01
STM-CB-15
STM-FC-01
STM-CB-19STM-CB-17
STM-CB-07
STM-CB-01
STM-CB-13
STM-CB-06
STM-CB-09
STM-CB-03
STM-CB-18
STM-CB-16
STM-CB-08
STM-CB-14
STM-CB-02
STM-CB-10
STM-CDS-01
STM-CB-11 STM-CB-12
STM-CB-05STM-CB-04
12" PVC L=40.51 S=0.50%12" PVC L=73.26 S=0.50%
12
"
P
V
C
L
=
2
7
.
8
1
S
=
0
.
5
0
%
12
"
P
V
C
L
=
4
0
.
9
3
S
=
0
.
5
0
%
12" PVC L=40.16 S=0.50%12" PVC L=73.60 S=0.50%12" PVC L=68.46 S=0.
5
0
%
12" PVC L=39.81 S=0.50%12" PVC L=73.94 S=0.50%12" PVC L=68.25 S=0.50%
12
"
P
V
C
L
=
6
5
.
1
1
S
=
0
.
5
0
%
12" PVC L=77.22 S=0.50%12" PVC L=45.05 S=0.50%
12" PVC L=77.22 S=0.50%
12" PVC L=45.00 S=0.50%
12" PVC L=61.46 S=0.50%
42" PVC L=123.25 S=0.00%
42" PVC L=95.00 S=0.00%12" PVC L=45.13 S=0.50%
12" PVC L=68.24 S=0.50%
42
"
P
V
C
L
=
7
3
.
4
6
S
=
0
.
0
0
%
42" PVC L=95.24 S=0.00%
UTILITY KEYNOTES:
1.STORM CATCH BASIN PER DTL
2.STORM MANHOLE PER DTL
3.CONTECH CDS UNIT PER DTL.
4.BURIED STORMWATER RETENTION FACILITY PER DTL.
5.STORMWATER FLOW CONTROL STRUCTURE PER DTL
GENERAL UTILITY NOTES:
REFER TO ELECTRICAL PLANS FOR SITE LIGHTING, POWER ROUTING,
AND LOW VOLTAGE ROUTING. CONTRACTOR SHALL COORDINATE
INSTALLATION OF ALL DRY UTILITIES WITH SERVICE PROVIDER.
#
STORM STRUCTURE TABLE
STRUCTURE
NAME
STM-CB-01
STM-CB-02
STM-CB-03
STM-CB-04
STM-CB-05
STM-CB-06
STM-CB-07
STM-CB-08
STM-CB-09
STM-CB-10
STM-CB-11
STM-CB-12
STM-CB-13
STM-CB-14
STM-CB-15
STM-CB-16
STM-CB-17
STM-CB-18
STM-CB-19
STM-CDS-01
STM-CMP-01
STM-CMP-03
STM-FC-01
STM-MH-01
XCB-01
RIM
2969.00
2968.85
2968.90
2968.71
2968.75
2968.95
2969.00
2968.85
2968.90
2968.80
2968.78
2968.76
2969.00
2968.85
2969.20
2968.86
2969.00
2968.89
2969.15
2968.79
2969.20
2966.75
2969.19
2969.42
2967.00
INLET
12" PVC 2966.47'
12" PVC 2966.00'
12" PVC 2965.56'
12" PVC 2965.56'
12" PVC 2965.88'
12" PVC 2966.04'
12" PVC 2965.57'
12" PVC 2965.13'
12" PVC 2965.13'
12" PVC 2965.13'
12" PVC 2965.46'
12" PVC 2966.44'
12" PVC 2965.98'
12" PVC 2965.53'
12" PVC 2965.30'
12" PVC 2965.40'
12" PVC 2965.72'
12" PVC 2964.99'
12" PVC 2964.99'
12" PVC 2964.81'
12" PVC 2962.26'
12" PVC 2962.02'
12" PVC 2962.12'
12" PVC 2961.98'
OUTLET
12" PVC 2966.67'
12" PVC 2966.37'
12" PVC 2965.90'
12" PVC 2965.46'
12" PVC 2965.78'
12" PVC 2966.27'
12" PVC 2966.24'
12" PVC 2965.94'
12" PVC 2965.47'
12" PVC 2965.03'
12" PVC 2965.36'
12" PVC 2965.76'
12" PVC 2966.64'
12" PVC 2966.34'
12" PVC 2965.88'
12" PVC 2965.43'
12" PVC 2965.19'
12" PVC 2965.62'
12" PVC 2966.11'
12" PVC 2964.89'
42" PVC 2962.31'
42" PVC 2962.31'
12" PVC 2962.15'
12" PVC 2962.02'
SITE UTILITY PLAN11" = 20'10-10 20 40
SCALE: 1" =
0
20'
ADDENDUMA
REVISION --/--/--1
--/--/--
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAWN:CHECKED:
info@jackola.com jackola.com
PR
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l
e
n
w
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d
_
C
1
.
2
0
.
d
w
g
NOT FOR CONSTRUCTION
SCHEMATIC
DESIGN
C1.2022
0
7
0
6
01-05-24
JEMANM
SITE UTILITY PLAN
2
M
I
L
E
D
R
-
K
A
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S
P
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L
L
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M
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A
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5
9
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