HomeMy WebLinkAboutSITE PLANS 2 REDLINED - 20-00648 - Valley Ag Fertilizer Plant - AdditionAuthor Name Author Email Author Phone No.:
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : Valley Ag Fertilizer Plant - Addition - SITE PLAN
Address : 2003 S Yellowstone Hwy
Record Type : Civil Site Plan
Document Filename : PLANS - 20-00648 - Valley Ag Fertilizer Rev. (1) 9.18.20.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 20-00722
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
20032_C-C1 Comment Joel Gray : PW Open 1 Not Applicable
20032_C-C2 Comment Joel Gray : PW Open 2 Not Applicable
Civil Site Plan
Approval of plans does not constitute approval of variance from code
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EXISTING
DRY
STORAGE
BUILDING
NEW
DRY
STORAGE
BUILDING
EX.
OFFICE
NEW
LOAD-OUT
S00° 0
0
'
0
7
"
E
3997.66
'
S89° 55' 11"W2640.93'
S89° 53' 11"W2640.96'
EX.
SHOP
20
0
.
0
0
'
N. POLELINE ROAD
85.
0
0
'
44.
6
8
'
52.
1
8
'
71.
1
9
'
42.
2
7
'
T
S00°
0
0
'
0
7
"
E
3997
.
6
6
'
S89° 55' 11"W2640.93'
T
C1
JOB CLIENT
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N O R T H W E S T ,
L L C G N
I
R E E
N
I G N
E
Scale: 1"=80'
OVERALL & DIMENSIONED SITE PLAN
LEGEND
T
GENERAL NOTES
Online at: www.digline.com
1
-
8
0
0
-
3
4
2
-
1
5
8
5
NOTICE TO
CONTRACTOR
1
KEY NOTES
2
3
4
5
6
SITE REQUIREMENTS (CITY OF REXBURG)
1)ZONING
LI - LIGHT INDUSTRIAL
2)MINIMUM SITE AREA
LI - 21,780 ft²
3)SET BACKS
FRONT = 10 ft.
SIDE = 0 ft.
REAR = 0 ft.
4)MAXIMUM LOT COVERAGE
NA
5)MINIMUM LOT WIDTH
50 ft
6)LANDSCAPING REQUIREMENTS
* 10' FRONT YARD REQUIRED
W/ LANDSCAPING FOR LIGHT
INDUSTRIAL *
HWY 20 CORRIDOR - 7'
7)PARKING REQUIREMENTS
WAREHOUSE = 0.2 spaces per
1,000 sq. ft. GFA, plus 3 spaces
per 1,000 sq. ft. GFA of office
33,758 sq. ft. GFA Warehouse
= 7 spaces
1,040 sq. ft. GFA Office
= 6 spaces
1
2
4
3
5
6
Scale: 1"=40'
ENLARGED SITE DEVELOPMENT PLAN1
7
7
A
C2
S89°
5
5
'
1
1
"
W
2640.9
3
'
S89°
5
3
'
1
1
"
W
2640.9
6
'
EXISTING
FINISH FLOOR
ELEV. = 4849.50±
EXISTING
FINISH FLOOR
ELEV. = 4849.50
BOTTOM OF SWALE ELEV. = 4847.00 BOTTOM OF SWALE ELEV. = 4846.50
A
C2 TOG = 4848.00±
MATCH EX.
TOG = 4849.00
TOG = 4847.50±
MATCH EX.
TOG = 4848.00±
MATCH EX.
TOG = 4849.00
TOG = 4847.50±
MATCH EX.
TOG = 4849.00
TOG = 4848.50
TOG = 4848.00±
MATCH EX.
TOG = 4847.00±
MATCH EX.
TOG = 4847.30±
MATCH EX.
B
C2
B
C2
B
C2
T
TOG = 4847.90±
MATCH EX.
C2
JOB CLIENT
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2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11 12
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N O R T H W E S T ,
L L C G N
I
R E E
N
I G N
E
Scale: 1"=60'
GRADING & DRAINAGE PLAN
GRADING & DRAINAGE NOTES
UTILITY NOTES
Scale: NTS
TYPICAL RETENTION SWALEA Scale: NTS
GRADING DETAILB