HomeMy WebLinkAboutPLANS REVISED - 20-00648 - Valley Ag Fertilizer Plant - AdditionEXISTING
DRY
STORAGE
BUILDING
NEW
DRY
STORAGE
BUILDING
EX.
OFFICE
NEW
LOAD-OUT
S00° 00' 07"E3997.66'
S89° 55' 11"W2640.93'S89° 53' 11"W2640.96'
EX.
SHOP
200
.
0
0
'
N. POLELINE ROAD
85.
0
0
'
44.
6
8
'
52.
1
8
'
71.
1
9
'
42.
2
7
'
T
S00° 00' 07"
E3997.66'
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
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0
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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° 55' 11"W2640.93'
S89° 53' 11"W2640.96'
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 = 4849.00TOG = 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
11
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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
Scale: 1/16"=1'-0"
BULK STORAGE OVER ALL FLOOR PLAN
Ç
Å Æ
È
Ç
Å Æ
È
Ç
Å Æ
È
Ç
Å Æ
È
Å Æ
Ç
Å Æ
È
Ç
Å Æ
È
Ç
Å Æ
È
Ç
Å Æ
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Ç
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È
Ç
Å Æ
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Ç
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Ç
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È
Ç
Å Æ
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Å Æ
Ç
Å Æ
È
Ç
Å Æ
È
Å Æ
G
16
16
1616
789101112
F
A
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B
131415
9
1012131415
0
0
11
C
F
A
H H
JOB CLIENT
FE
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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
S1.1
STRUCTURAL NOTES
Scale: 3/16"=1'-0"
PARTIAL CLERESTORY FLOOR FRAMING PLAN
6 1
2345
D
C
6
78
9
H
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H
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F
à
EXIT
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
S1.2
Scale: 3/16"=1'-0"
ENLARGED LOAD-OUT FLOOR PLAN01
Scale: 1/4"=1'-0"
OFFICE FLOOR PLAN02Scale: 1/4"=1'-0"
OFFICE FLOOR FRAMING PLAN
Scale: 3/32"=1'-0"
FOUNDATION PLAN
1616
789101112
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B
131415
78
9
101213141511
C
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16 6 1
A
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JOB CLIENT
FE
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1 2 3 4 5 6 7 8 9 10 11 12
S1.3
FOOTING SCHEDULE
FTG DETAIL FOOTING DIM'S FOOTING REINFORCEMENT T.O.F. ELV.A.B. SIZEPEDESTAL DIM'S PEDESTAL REINFORCEMENTHAIRPIN REINFORCEMENT
1/16"=1'-0"
BUILDING ELEVATIONN1/16"=1'-0"
BUILDING ELEVATIONS
DCA F HCDFAH
1/16"=1'-0"
BUILDING ELEVATIONW
0 1 6 16912
1/16"=1'-0"
BUILDING ELEVATIONE
1 0616
JOB CLIENT
FE
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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
S2.1
30 ft.
29 ft.
28 ft.
27 ft.
26 ft.
25 ft.
24 ft.
23 ft.
22 ft.
21 ft.
20 ft.
19 ft.
18 ft.
17 ft.
16 ft.
15 ft.
14 ft.
13 ft.
12 ft.
D C B AE
30 ft.
29 ft.
28 ft.
27 ft.
26 ft.
25 ft.
24 ft.
23 ft.
22 ft.
21 ft.
20 ft.
19 ft.
18 ft.
17 ft.
16 ft.
15 ft.
14 ft.
13 ft.
12 ft.
D C B AE
30 ft.
29 ft.
28 ft.
27 ft.
26 ft.
25 ft.
24 ft.
23 ft.
22 ft.
21 ft.
20 ft.
19 ft.
18 ft.
17 ft.
16 ft.
15 ft.
14 ft.
13 ft.
12 ft.
D C B AEF
D
D
Scale: 1"=1'-0"
TYP. BIN GATE FRAMING SECTION02
BIN GATE JAMB END CAP SEC
JOB CLIENT
FE
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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
S2.2
Scale: 1/4"=1'-0"
BULKHEAD WALL FRAMING ELEVATIONBH1
Scale: 1/4"=1'-0"
BULKHEAD WALL FRAMING ELEVATIONBH2
Scale: 1/4"=1'-0"
BULKHEAD WALL FRAMING ELEVATIONBH3Scale: 1/2"=1'-0"
BIN GATE WALL & SLOT ELEVATIONGT
Scale: 3/4"=1'-0"
T.O. GATE WALL PLAN01
Scale: 7/32"=1'-0"
BUILDING SECTIONA
DC
30 ft.
29 ft.
28 ft.
27 ft.
26 ft.
25 ft.
24 ft.
23 ft.
22 ft.
21 ft.
20 ft.
19 ft.
18 ft.
17 ft.
16 ft.
15 ft.
14 ft.
13 ft.
12 ft.
Scale:1/4"=1'-0"
BUILDING SECTIONB
6
C D
JOB CLIENT
FE
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1 2 3 4 5 6 7 8 9 10 11 12
S3.1
Scale: 1/2"=1'-0"
ENLARGED SECTIONES1Scale 1"=1'-0"
WALL TO BEAM DETAIL1
Scale: 7/32"=1'-0"
BUILDING SECTIONC
HGFEDCBA
30 ft.
29 ft.
28 ft.
27 ft.
26 ft.
25 ft.
24 ft.
23 ft.
22 ft.
21 ft.
20 ft.
19 ft.
18 ft.
17 ft.
16 ft.
15 ft.
14 ft.
13 ft.
12 ft.
7/32"=1'-0"
BUILDING SECTIOND
8 7 6989
7/32"=1'-0"
BUILDING SECTIONE
JOB CLIENT
FE
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1
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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
S3.2
JOB CLIENT
FE
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1
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B
A
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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
S4.1
JOB CLIENT
FE
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1
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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
S4.2
JOB CLIENT
FE
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B
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1
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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
S4.3
6
Gr
Gr
1
Gr
JOB CLIENT
FE
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B
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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
S4.4
Scale:1/4"=1'-0"
RECEIVING PIT SECTIONB
Scale:1/4"=1'-0"
RECEIVING PIT SECTIONA
JOB CLIENT
FE
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3
4
4
0
21
1
4
N
O
R
T
H
2
0
t
h
S
T
R
E
E
T
NA
M
P
A
,
I
D
A
H
O
8
3
6
8
7
C
B
A
D
E
F
1
C
B
A
D
E
F
2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11 12
S5