HomeMy WebLinkAboutREDLINED SITE PLAN - 21-00717 - Metal Office Building Vet ClinicAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Description : RP05N39E144212 - Metal Office Building
Address : RP05N39E144212
Application Type :
Document Filename : J.D. FOLSON THORNTON 7-21-21.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
4 SITE OVERVIEW Callout Stan Crittenden : Fire Open 4 Building square footage calls out 5000 sq.ft. What is the
additional 25' shown?
4 SITE OVERVIEW Callout Stan Crittenden : Fire Open 4 Need to verify "Heavy Truck" rating. Required to be rated for
over 75,000 lbs.
4 SITE OVERVIEW Free text Stan Crittenden : Fire Open 4 Fire Department Notes:
- Building Type and Occupancy classification?
- Fire Suppression? If this is a IIB construction
type, 5000 sq.ft. will require 1500 gpm for 2
hours duration water supply.
# 21-00717
Madison County - Commercial
Report Date: 10.21.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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SITE MAP
VICINITY MAP
Date:
Connect Engineering
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:
STATE MAP
SHEET NO.
PLOT DATE: 7/21/2021 4:46 PM
Date:
The Civil Connection
1150 Hollipark Dr. Idaho Falls, ID 83401
208.881.0081
1 8
J.D. FOLSON THORNTON
MADISON COUNTY, ID
MADISON COUNTY. ID
PRELIMINARY FOR
REVIEW ONLY
THORNTON, ID
Sheet List Table
Sheet Number Sheet Title
1 COVER
2 NOTES
3 REFERENCES
4 SITE OVERVIEW
5 SEPTIC SYSTEM
6 SEPTIC SYSTEM DETAILS
7 BEST MANAGMENT PRACTICES
8 BEST MANAGMENT PRACTICES DETAILS
100-1 RETAIN AND PROTECT
706-S1 4' SIDEWALK
SEE SHEET 3 FOR MORE
INFORMATION
706-F1 1.00' FLUSH CURB
707-T1 INSTALL CURB
TERMINUS
706-1 6'' CURB AND GUTTER
PER ISPWC
4851.11
BTM
4851.91
BTM
4851.92
BTM
4853.92
TOP
4853.91
TOP
4853.11
TOP
4854.60
TBC-MATCH
4854.60
TBC-MATCH
4854.42
TBC-PI
4855.28
TBC
4855.67
TBC-PI
4855.50
TBC
4854.89
TBC-PC
FF: 4856.25
4855.30
GB HP
4854.86
TOA
4
8
5
5
48
5
4
4853
4852
48
5
4
48
5
3
48
5
3
4853
48524852
4
8
5
6
-3.91%
-3.45%
-2.38%
-0.46%
-3.37%
-5.89%
-2.01%
-2
.
3
1
%
-2
.
0
2
%
-2.18%
-2.62%
-3.06%
-
2
.
3
6
%
-2
.
5
4
%
-3
.
0
5
%
-0
.
2
5
%
4856.27
EXIST ELV
4856.49
EXIST ELV
4854.39
EXIST ELV
4854.01
EXIST ELV
4853.93
EXIST ELV
4854.92
EXIST ELV
4855.31
EXIST ELV
53
.
3
6
'
4855.19
EXIST ELV
4855.48
EXIST ELV
4855.42
EXIST ELV
-3.01%
-2
.
0
0
%
-2
.
0
0
%
-5
.
4
4
%
4856
4854.85
TBC END
4855.09
TBC END
4855.09
TBC
4855.09
TOA
4856.25
TBC END
-0.40%
-0
.
6
5
%
-0
.
5
9
%
-2
.
1
8
%
4854.85
GB HP
4853.95
GB LP
4851.92
BTM
4854.92
TBC END
33
.
3
7
'
20
.
0
0
'
10.00'
4856.12
TBC HP
4853.91
TOP
4855.77
TOA
4855.77
TOA
-
2
.
8
1
%
-
0
.
3
4
%
4855
4855
Control Point Table
Point #
1
Elevation
4856.33
Northing
766238.18
Easting
741815.30
Description
1/2IP
APPROVED BY ________________________DATE:____________
MADISON COUNTY
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.
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
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2020-101
DATE:DATE: July 21, 2021
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PRELIMINARY FOR
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706-F1
SEE SEPTIC SYSTEM DETAILS SHEET 7
AREA 1
AREA 2
AREA 3
10
0
.
0
0
'
50.00'
20
.
0
0
'
10.00'
37.17'
AREA: 40,147 SQ FT (0.92 ACRES)
ZONE: C-COMMERCIAL
BUILDINGS: 1 TOTAL
-BUILDING SQ FT: 5000 SQ FT
-BUILDING HEIGHT: 20 FT
SITE INFORMATION
STORM WATER STORAGE NOTE:
TOTAL REQUIRED: 7820*1.3/12= 847.2 CU FT
TOTAL PROVIDED: 919.6 CU FT706-F1
706-1
706-1
706-F1
TOTAL REQUIRED: 7377*1.3/12= 799.2 CU FT
TOTAL PROVIDED: 881.01 CU FT
TOTAL REQUIRED: 24950*1.3/12= 2703 CU FT
TOTAL PROVIDED: 2706.8 CU FT
AREA 1 -
AREA 2 -
AREA 3 -
707-T1
706-F1
PROPOSED WELL
PROPOSED SERVICE LINE
25.00'
54
.
6
6
'
34
.
6
5
'
24.07'
100-1
EXISTING DITCH
707-T1
STORM WATER INFORMATION
SCALE 1'' = 70'
100-1
100-1
706-F1
706-F1
Building square footage
calls out 5000 sq.ft. What
is the additional 25'
shown?
Need to verify "Heavy
Truck" rating. Required
to be rated for over
75,000 lbs.
Fire Department Notes:
- Building Type and Occupancy classification?
- Fire Suppression? If this is a IIB construction
type, 5000 sq.ft. will require 1500 gpm for 2
hours duration water supply.