HomeMy WebLinkAboutREDLINED INFRASTRUCTURE PLAN 2 - 21-00589 - Madison Armory - Indoor Gun RangeAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : Madison Armory - Indoor Gun Range
Address : 870 N 2nd E
Application Type :
Document Filename : INFRASTRUCTURE Rev. (3) 9.15.2021 - 21-00589 - Madison Armory - Indoor Gun Range.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
5 SITE PLAN Callout Stan Crittenden : Fire Open 5 Fire Flow for this building will require a min. of 4 fire hydrants.
IFC 2018
appendix B table B105.1(2)
5 SITE PLAN Callout Stan Crittenden : Fire Open 5 Fire Hydrant need in this
area.
5 SITE PLAN Callout Stan Crittenden : Fire Open 5 Fire Hydrant need in this area.
5 SITE PLAN Callout Stan Crittenden : Fire Open 5 Fire Hydrant needed in
this area.
6 WATER MAIN
EXTENTON PLAN
AND PROFILE
Callout Joel Gray : PW Open 6 Must have 10 ft of separation
6 WATER MAIN
EXTENTON PLAN
AND PROFILE
Callout Joel Gray : PW Open 6 Road is superelevated (runoff to the West)
# 21-00589
New Commercial Building
Report Date: 10.07.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 1
Powered by TCPDF (www.tcpdf.org)
Date:
Connect Engineering
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:
STATE MAP
SHEET NO.
PLOT DATE: 9/15/2021 2:11 PM
Date:
The Civil Connection
1150 Hollipark Dr. Idaho Falls, ID 83401
208.881.0081 Date:Department of Environmental Quality
1 8
MADISON ARMORY REXBURG, ID
REXBURG, ID
REXBURG, ID
SITE PLAN FOR:
MADISON ARMORY REXBURG, ID
VICINITY MAP
SITE MAP
REXBURG, ID
PRINTING NOTE: DOCUMENT IS INTENDED TO BE PRINTED IN COLOR FOR
GREATER CLARITY IN DESIGN INFORMATION.
SURVEY NOTE:
This site plan conforms to an actual survey that was performed on the
ground by a licensed land surveyor in and for the State of Idaho. It is
the owner’s responsibility to construct all structures shown on this site
plan in accordance with said survey.
Sheet List Table
Sheet Number Sheet Title
1 COVER
2 NOTES
3 REFERENCE SHEET
4 EXISTING CONDITIONS
5 SITE PLAN
6 WATER MAIN EXTENTON PLAN AND PROFILE
7 BEST MANAGEMENT PRACTICES
8 BEST MANAGEMENT PRACTICES DETAILS
DocuSign Envelope ID: 6C44BF6B-31CC-4946-B734-B4EC966233FE
9/15/2021
N89°58'23"W 357.25'
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJAQT
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
21-045
DATE:DATE: September 15, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
1
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
MA
D
I
S
O
N
A
R
M
O
R
Y
RE
X
B
U
R
G
,
I
D
8
4
DocuSign Envelope ID: 6C44BF6B-31CC-4946-B734-B4EC966233FE
9/15/2021
1
4
1
.
7
1
f
t
4875
4876
487
6
48
7
3
48
7
0
48
7
4
4874
48
7
6
48
7
6
48
7
5
4
8
7
5
48
7
3
4
8
7
1
4875
4875
4876
SDMH-1
GRATE:4871.00
INV IN:4868.00
INV IN:4868.00
CB-2
SDMH-2
CB-3
1+
0
0
2+
0
0
3+
0
0
CB-4
GRATE:4874.49
INV OUT:4871.49
Install 210' of 12" ADS N 12 Storm Pipe @ 1.67%
CB-1
Install 96' of 12" ADS N 12 Storm Pipe @ 3.29%
Install 63' of 12" ADS N 12 Storm Pipe @ 1.43%
-2.
8
7
%
-3.
4
8
%
-2
.
5
7
%
-2
.
2
2
%
-2.04%
-3.37%
-3
.
3
0
%
-2
.
1
6
%
-2
.
3
2
%
-2.
2
8
%
-3.14%
-0.
6
1
%
-
2
.
6
2
%
-0.40%
-0.46%
-0.7
6
%
-2.
1
6
%
-0.6
1
%
-1.62%
-1.74%
-2.27%
-0.53%
-0.40%-0.46%
-0
.
4
9
%
-0
.
4
0
%
-2.24%
-2.34%
-0
.
4
0
%
-1
.
7
5
%
-0
.
6
8
%
-0
.
4
0
%
-0
.
8
6
%
-0
.
4
0
%
-0
.
7
1
%
-0
.
4
0
%
-
1
.
2
7
%
-
1
.
2
6
%
-2
.
0
6
%
-0
.
5
0
%
4877.06
TBC END
4875.35
TBC
4874.94
TBC-PI
4874.83
TBC-PC
4875.55
TBC-PC
4875.35
TBC-PC
4874.94
TBC-PC
4874.88
TBC-PC
4874.64
TBC-PI-LP
4874.68
TBC-PI-LP
4875.24
TBC-PI
4875.33
TBC-PC
4874.92
TBC END
48
7
6
.
5
0
FF
4873.18
EXISTING4873.97
EXISTING
4875.16
TBC-LP
4875.45
TBC END
4874.62
TBC-LP
4875.75
TSW
4876.38
TSW
4876.38
TSW
4876.20
TOA
4876.30
TSW
4876.40
TSW4876.40
TSW
4876.29
TSW
4876.02
TSW
4876.36
TSW
4876.38
TSW
4875.81
TBC END
4874.07
EXISTING4875.32
TBC 4869.89
BOTTOM
4873.89
TOP
4875.79
TOA
4875.90
TOA
4871.00
BOTTOM
4875.88
TOA
4875.88
TOA
4875.75
TOA
4875.88
TOA
4875.90
TOA
4876.00
TOA
4875.87
TOA
4875.92
TBC END
4873.21
EXISTING
4875.80
TOA
4873.41
EXISTING
4872.94
EXISTING
4872.94
EXISTING
4872.55
EXISTING
4872.85
EXISTING
4873.09
EXISTING
4876.00
TOA
4874.00
TOP
4874.00
TOP
4875.44
EXISTING
4873.49
EXISTING
4873.68
EXISTING
4876.06
TBC
4875.15
TBC-PC
4876.15
TSW
4875.37
TSW
4875.83
TBC
4875.73
TBC
4876.20
TSW
4875.00
TBC END
4875.82
TBC END
4876.90
TBC END
4874.55
EXISTING
4875.78
EXISTING
4876.57
EXISTING
4875.40
TBC-LP
4875.78
TBC-HP
4874.93
TBC HP
4876.05
TSW
4875.70
TOA
4875.00
TOA
L1
4875.79
TBC
4875.43
TOA
401-6 6" WATER MAIN
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
504-4 4" SEWER SERVICE
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
706-1 6" VERTICAL CURB
706-V1 CONCRETE VALLEY
GUTTER
706-D1 CURB DRAIN
706-A1 COMMERCIAL APPROACH
706-S1 CONCRETE SIDEWALK
SEE SHEET 3 FOR MORE
INFORMATION
706-R1 PEDESTRIAN RAMP
1103-1 STOP SIGN WITH
STREET NAMES
SEE SHEET 3 FOR MORE
INFORMATION
706-S2 INTEGRAL CONCRETE
SIDEWALK
402-8 8" WATER MAIN VALVE
707-T1 CURB TERMINUS
706-F1 FLUSH CURB
CONTROL POINT TABLE
Point #
1
2
Elevation
4873.42
4873.91
Northing
793550.30
793851.23
Easting
758883.91
759059.00
Description
RBPCS
RBPCS
SURVEY NOTE:
This site plan conforms to an actual survey that was performed on the
ground by a licensed land surveyor in and for the State of Idaho. It is
the owner’s responsibility to construct all structures shown on this site
plan in accordance with said survey.
GENERAL NOTE:
1.ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG
ENGINEERING STANDARD SPECIFICATIONS AND
STANDARD DRAWINGS.
2.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL.
3.OWNER OR CONTRACTOR TO COORDINATE ALL POWER
RELOCATION AND NEEDS WITH ROCKY MOUNTAIN POWER.
706-1
706-S2
706-S2
706-S2
20
.
0
0
'
10.00'
3
0
.
0
0
°
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJAQT
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
21-045
DATE:DATE: September 15, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
1
SI
T
E
P
L
A
N
MA
D
I
S
O
N
A
R
M
O
R
Y
RE
X
B
U
R
G
,
I
D
8
5
706-S1
706-S2
706-1
706-1
706-1
706-1
706-1
706-D1
706-D1
602-2
602-2
602-1
602-12
403-1
401-8
504-4
404-1
TRANSITION AREA FROM
INTEGRAL SIDEWALK TO
FLUSH SIDE WALK
CAP END OF 8" WATER LINE
FOR FUTURE EXTENSION
30.00'ACCESS
E
A
S
E
M
E
N
T
30.00'
ACCESS E
A
S
E
M
E
N
T
R.O.W. LINE
N
2
n
d
E
N
2
n
d
E
HW
Y
3
3
100-1
STORM WATER AREA 1
STORM WATER AREA 2
CURRENT R.O.W. LINE
706-A1
R
1
9
.
3
7
'
401-8 706-V1
20
.
3
8
'
20.00'
10
.
0
0
'
29.96'
25
.
5
0
'
40.4
9
'
22
.
4
4
'
28.87'
30'
25
.
5
0
'
707-T1
707-T1
200-1
9
.
0
0
'
20
.
7
8
'
706-V1
CONTROL POINT # 1
CONTROL POINT # 2
706-1
706-1
602-2
REMOVE AND RELOCATE EXISTING OHP POLE AND CABLE BOX.
COORDINATE WITH ROCKY MTN. POWER
402-8
WATER RETENTION AREA 1:
WATER RETENTION AREA 2:
STORM WATER INFORMATION
STORM WATER AREA WATERSHED AREA (SQ. FT.)REQUIRED VOLUME (CU. FT.)
AREA*1.3÷12= REQ. CU. FT.
PROVIDED STORM WATER
VOLUME (CU. FT.)
1
2
TOTAL
86,407
13,910
100,317
9,361
1,510
10,871
9,392
1,604.34
10,996.34
40
.
0
0
'
602-1
706-F1
SDMH-2
GRATE: 4869.89
706-D1
EXISTING GRAVEL AREA
DUMPSTER ENCLOSURE
602-2
6.
0
0
'
TY
P
.
10.00'
706-D1
20.00'
602-1
SNOW STORAGE AREA
NO OVER NIGHT PARKING SIGN
DO NOT ENTER SIGN
706-S1
2nd E LANDSCAPE
1.LANDSCAPE SCREENING PER REXBURG CODE 3.04.060.A,5,C
NO OVER NIGHT PARKING SIGN
DO NOT ENTER SIGN
ONE WAY SIGN
ONE WAY SIGN
706-V1
707-T1
WATER METER
DocuSign Envelope ID: 6C44BF6B-31CC-4946-B734-B4EC966233FE
9/15/2021
Fire Flow for this building
will require a min. of 4 fire
hydrants. IFC 2018
appendix B table
B105.1(2)
Fire Hydrant need in this
area.
Fire Hydrant need in this
area.
Fire Hydrant needed in
this area.
401-6 6" WATER MAIN
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
504-4 4" SEWER SERVICE
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
706-1 6" VERTICAL CURB
706-V1 CONCRETE VALLEY
GUTTER
706-D1 CURB DRAIN
706-A1 COMMERCIAL APPROACH
706-S1 CONCRETE SIDEWALK
SEE SHEET 3 FOR MORE
INFORMATION
706-R1 PEDESTRIAN RAMP
1103-1 STOP SIGN WITH
STREET NAMES
SEE SHEET 3 FOR MORE
INFORMATION
706-S2 INTEGRAL CONCRETE
SIDEWALK
402-8 8" WATER MAIN VALVE
707-T1 CURB TERMINUS
706-F1 FLUSH CURB
4
2
.
0
0
'
461.28'
18.00'
4876
4876
4875
487
5
4873
487
1
4
8
7
5
CB-2
SDMH-2
CB-3
1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+97
CB-1
Install 63' of 12" ADS N 12 Storm Pipe @ 1.43%
-2.22%
-2
.
0
4
%
-3
.
3
7
%
-3.30%
-2
.
1
6
%
-
0
.
6
1
%
-1
.
6
2
%
-1
.
7
4
%
-2
.
2
7
%
-
0
.
5
3
%
-
0
.
4
0
%
-2
.
2
4
%
-2
.
3
4
%
-0.40%
-1.75%-0.68%
-0.40%
-0.86%
-0.40%
-0.71%
-0.40%
-1.2
7
%
-0.50%
4877.06
TBC END
4875.35
TBC
4874.94
TBC-PI
4874.68
TBC-PI-LP
4875.24
TBC-PI
4875.33
TBC-PC
4874.92
TBC END 4873.97
EXISTING
4875.16
TBC-LP
4875.45
TBC END
4875.75
TSW
4876.38
TSW
4876.02
TSW
4876.36
TSW
4876.38
TSW
4875.81
TBC END
4875.88
TOA
4875.75
TOA
4875.88
TOA
4875.87
TOA
4875.92
TBC END
4875.80
TOA
4876.06
TBC
4875.15
TBC-PC
4876.15
TSW 4875.37
TSW
4875.83
TBC 4875.73
TBC
4875.00
TBC END
4875.82
TBC END4875.78
EXISTING
4876.05
TSW
4875.70
TOA 4875.00
TOA
L1
L2 L3
4875.79
TBC
4875.43
TOA
DATUM ELEV
4865.00
4868
4872
4876
4880
4884
1+00
48
7
5
.
7
48
7
5
.
7
3
2+00
48
7
6
.
6
48
7
6
.
5
9
48
7
6
.
8
48
7
6
.
8
5
3+00
48
7
7
.
1
48
7
7
.
0
8
4+00 5+00 6+00 7+00 8+00
Install 166' of 8" C50 DI Pipe @ 6' Min Cover Install 129' of 8" C50 DI Pipe @ 6' Min Cover
Install Hydrant
Flange: 4876.27'
Station: 1+11.30
Offset: 9.110
Install 31' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 86' of 12" ADS N 12 Storm Pipe @ 0.22%
CB-1
Sta:2+07.22 OFF:16.45R
Rim:4874.66
INV OUT:4871.60
SDMH-2
Sta:1+24.43 OFF:38.52R
Rim:4875.27
INV IN:4871.41
INV IN:4871.41
INV OUT:4871.31
CB-3
Sta:1+19.37 OFF:-24.02L
Rim:4875.31
INV OUT:4872.31
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJAQT
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
21-045
DATE:DATE: September 15, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
1
WA
T
E
R
M
A
I
N
E
X
T
E
N
T
O
N
P
L
A
N
A
N
D
P
R
O
F
I
L
E
MA
D
I
S
O
N
A
R
M
O
R
Y
RE
X
B
U
R
G
,
I
D
8
6
401-8
401-8
401-8
403-1
402-8
401-8
CAP END OF WATER
LINE FOR FUTURE
CONNECTION
CONNECT TO EXISTING WATER LINE
CONTRACTOR TO FIELD VERIFY
LOCATION AND BURY DEPTH
EXISTING WATER LINE
EXISTING SURFACE
DESIGN SURFACE
WATER LINE EXTENSION - PLAN VIEW
WATER LINE EXTENSION - PROFILE VIEW
602-1
602-2
602-2602-2
706-S1
DocuSign Envelope ID: 6C44BF6B-31CC-4946-B734-B4EC966233FE
9/15/2021
Must have 10 ft
of separation
Road is superelevated
(runoff to the West)