HomeMy WebLinkAboutSITE PLAN - 22-00070 - Barney Self Storage Plus - Bldg 19 Flood PlainSlo
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EXISTING
DRAINAGE
EXISTING
DRAINAGE
EXISTING DRAINS
EXISTING DRAINAGE
EXISTING DRAINS
80'130'60'20'25'40'20'20'5'
35
'
10
0
'
16
5
'
10
0
'
35
'
10
0
'
35
'
10
0
'
40'
10
5
'
14
9
'
54
'
75
'
75
'
50
'
40'-11"15'25'
25'25'25'
35
'
127'-6"105'65'
25'25'25'
Sidewalk Strip
Block Wall
EXISTING DRAINAGE
Existing Manhole
Fire Hydrant
Infiltrator For Drainage
(SEE DETAILS)
Existing DrainageExisting Drainage
Existing DrainageExisting Drainage
EXISTING DRAINAGE
EXISTING DRAINAGE
EXISTING WALL
EXISTING DRAINAGE
EXISTING DRAINAGEEXISTING DRAINAGE
EXISTING WALL
SNOW STORAGE
EXISTING DRAIN
EXISTING DRAIN
WALL
EXISTING DRAIN EXISTING DRAIN EXISTING DRAIN
EXISTING DRAIN
PROPOSED DRAINPROPOSED DRAINPROPOSED DRAIN
TEMPORARY
RV PARKING
APPROXIMATE WATER LINE EXTENSION, SEE
WILLIAMS ENGINEERING SITE PLAN FOR DETAILS
FIRE HYDRANT,
FIELD LOCATE
EXISTING DRAIN
EXISTING 3' WALL
EXISTING DRAIN
EXISTING DRAINAGE
PROPOSED DRAIN
EXISTING DRAIN
EXISTING DRAIN
PROPOSED WALL
20
'
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1
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'
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2
20
1
6
AI
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Existing
Building
US
H
W
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3
0
N
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CONCRETE RIBBON
SNOW STORAGE
RV
B
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1
7
12
X
5
4
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AG
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FUTURE RESIDENCE
SHADED WALL DEPICTS EXISTING
UNSHADED WALL DEPICTS PROPOSED
SNOW STORAGE
3 0 ' RA
D
I
U
S
4 5 ' RA
D
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S
AG
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U
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AG
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AREA 51 2.0
OFFICE
SHOP
CO
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T
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CO
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T
E
CONCRETE
EXISTING ASPHALT
FU
T
U
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E
A
S
P
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A
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2' VALLEY DRAIN
GRAVEL
AGRICULTURE
AREA
EX
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30'
R
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30'
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30'
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30'
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45'
R
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45'
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EX
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80'X100'
BUILDING #3
2016
80'X100'
BUILDING #4
2017
80'X100'
BUILDING #5
2018
60'X100'
BUILDING
#6
2018
75'X100'
BUILDING #7
2019
80'X100'
BUILDING #8
2019
60'X100'
BUILDING #9
2020
15
'
X
1
0
0
'
B
U
I
L
D
I
N
G
#
1
0
2
0
2
0
40'X100'
BUILDING
#11
2021
80'X100'
BUILDING #12
2021/2022
75'X100'
BUILDING #13
2021
GR
A
V
E
L
GRAVEL
30'
R
A
D
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U
S
30'
R
A
D
I
U
S
30'
R
A
D
I
U
S
30'
R
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I
U
S
45'
R
A
D
I
U
S
45'
R
A
D
I
U
S
45'
R
A
D
I
U
S
45'
R
A
D
I
U
S
75'X100'
BUILDING #19
2022
80'X100'
BUILDING #18
2022
40'X100'
BUILDING
#17
2022
40'X100' BUILDING #15 2021
15'X120' BUILDING #14 2021
25
'
X
8
0
'
BU
I
L
D
I
N
G
#
1
6
2
0
2
2
FUTURE ASPHALT
AG.
BUILDING
GRAVEL
GRAVEL
EX
I
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T
I
N
G
A
S
P
H
A
L
T
EXISTING ASPHALT
FIN. ELEV: 4853.3 ±0.2 FIN. ELEV: 4853.3 ±0.2
FIN. ELEV:
4853.3 ±0.2
FI
N
.
E
L
E
V
:
4
8
5
3
.
3
±
0
.
2
PR
O
P
O
S
E
D
AS
P
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A
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T
PR
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P
O
S
E
D
AS
P
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A
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PR
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E
D
AS
P
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A
L
T
"B" DIA
"A" DIA
4" (100mm)
6" (150mm)
"A" DIA
48" (1220mm)
72" (1830mm)
INSPECTION PORT
6" (150mm)
"B" DIA
53" (1345mm)
78" (1980mm)
UTILITY ANCHOR
(1) REQ'D IN 53" DIA. LID
WEIGHT
1,445# (655kg)
2,125# (965kg)
5" (130mm) DIA
KNOCKOUT
3'-0"
3"
"C" WEIGHT
755# (340kg)
2,445# (1,110kg)
"C"
UTILITY ANCHOR(3) REQ'D IN 78" DIA LID
PERFORATIONS( 1 1/2" DIA. ON 1'-0" CENTER )
METRIC EQUIVALENTS (SHOWN IN PARENTHESIS) ARE ROUNDEDTO NEAREST 5mm OR 5kg.
PERFORATIONS ARE SPACED AT APPROX. 12" (305mm) IN BOTH DIRECTIONS.
NORMAL HEIGHT IS 6'-0" (1830mm), (2 SECTIONS).
PERFORATIONS ARE 1 1/2" (40mm) IN DIAMETER.
4.
3.
1.
2.
NOTES:
Copyright
Manholes 48" & 72" Se epage Pit & Lid
Stack Assembly
ISO View
2011
OPENINGS MAY BE SIZED AND LOCATED AS REQUIRED.
MANHOLE SECTIONS ARE DESIGNED TO MEET ASTM C478.2.1.
NOTES:
DETAIL "J"
SEALANT
CONE OPTIONS
RING &
COVER
RINGSGRADE
BASE
RISER
RISER
BASE
INVERT
TYPE
AS REQ'D
48" MANHOLE - ISOMETRIC VIEW
FLAT LID OPTIONS(3' ECCENTRIC CONE)
(2' CONCENTRIC CONE)
(24" DIA. ACCESS OFFSET)
(24" DIA. ACCESS CENTERED)
( CUTOUT IN BASE, RISER, LID & CONE FOR VISUAL CLARIFICATION )
NOTE:
STACKING COMBINATIONS ARE AVAILABLE TO BETTER
MEET OVERALL STACK HEIGHT.
Copyright
Manholes 48" Dia. Manhole
Stack Assembly
ISO View
2011
SCALE: 1" = 30'1 SITE PLAN
0 30' 60'
SCALE: 3/8" = 1'-0"3 VICINITY MAP
INFILTRATOR NOTE:
1.MINIMUM 24" OVER DIG AROUND
INFILTRATOR AND FILL WITH WASHED ROCK
FOR DEPTH OF PERFORATED SECTIONS.
2. COVER WASHED ROCK WITH ROAD FABRIC
TYPE BARRIER TO PREVENT SILTING OF GRAVEL.
DE
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SHEET 1
S-301
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:
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