HomeMy WebLinkAbout017 SITE DETAILS2" 3' - 10" 2" 5' - 10" 5' - 10" 2"
8 YARD
S
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P
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RECY.
SP101
5
2"
4'
-
1
0
"
4'
-
1
0
"
2"
10
'
-
0
"
4' - 0" 12' - 0"
2"
2'
-
8
"
3'
-
4
"
3'
-
8
"
2"
EQ 4' - 0" EQ
CONCRETE FILLED 6" O.D.
STEEL PIPE BOLLARD, 36"
ABOVE SLAB, MATTE BLACK
PAINT FINISH, TYP.
CONCRETE PIER (TYP.)
180 DEG. MIN. GATE
SWING (TYP.)
CONCRETE SLAB,
THICKENED EDGE @
PERIMETER
1/8" PLATE STEEL,
MATTE BLACK PAINT
FINISH, (TYP.)
4"X4"X3/16" STEEL TUBE
COLUMN W/ EXPOSED END
CAP - MATTE BLACK PAINT
FINISH (TYP.)
4"X4"X3/16" TUBE
STEELCOLUMN WITH
EXPOSED END CAPPED,
MATTE BLACK PAINT
FINISH (TYP.)
M I N .
3'
-
0
"
10
'
-
0
"
3/4" GATE HINGE BOLT
1/8" PLATE STEEL, BOLTED
TO STRUCTURE, NATURAL
FINISH, TYP.
WELD HINGE TO GATE
2"X3"X1/8" TUBE STEEL
FRAME, MATTE BLACK
PAINT FINISH, TYP.
2"X2"X1/8" STEEL TUBE FRAME,
MATTE BLACK PAINT FINISH, TYP.
1/8" PLATE STEEL, NATURAL FINISH
4"X4"X3/16" HSS TUBE
GATE POST, MATTE
BLACK PAINT FINISH, TYP.
EQ
EQ
EQ
EQ
EQ
1' - 0" 11' - 8" 1' - 0"
FRONT OF DUMPSTER
REAR OF DUMPSTER
7/8" 24 GA. PREFINISHED
CORRUGATED METAL
ROOF
4"X4"X3/16" TUBE STEEL COLUMN
WITH EXPOSED END CAP, MATTE
BLACK PAINT FINISH (TYP.)
3"X3"X3/16" TUBE STEEL BEAM
WELDED TO COLUMN W/
EXPOSED END CAP - MATTE
BLACK PAINT FINISH (TYP.)
2"X2"X3/16" TUBE STEEL
PURLIN W/ EXPOSED END
CAP - MATTE BLACK PAINT
FINISH (TYP.)
10
'
-
4
"
MIN. OVERHANG AT
FRONT & REAR OF
DUMPSTER
4X4 HSS POST
1/8" STEEL PLATE
SCREEN, NATURAL FINISH
2X2X1/8" HSS HORIZONTAL SUPPORTS,
MATTE BLACK PAINT FINISH (TYP.)
6"
5'
-
1
1
"
4"X4"X3/16" TUBE STEEL COLUMN W/
EXPOSED END CAP, MATTE BLACK
PAINT FINISH (TYP.)
6"X8"X1/2" BASE PLATE WITH (4) 1/2" X 8"
EPOXY SET ANCHOR BOLTS WITH
LEVELING NUTS AND LOCK WASHERS
NON-SHRINK STRUCTURAL
GROUT PACK (TYP.)
CONCRETE SLAB THICKENED AT
POST LOCATIONS AS INDICATED
1"
2'
-
5
1
/
2
"
2'
-
5
1
/
2
"
1'
-
0
"
6'
-
0
"
1'
-
0
"
1'
-
6
"
THICKEN SLAB AT GATE POST
FOR ANCHORS
EQ EQ 1/2" EQ 1/2"
5'
-
1
0
"
4"
M
I
N
.
5'
-
0
"
1'
-
0
"
B .O . S T R U C T U R E
+/-
9
'
-
6
"
1/2" / 12" SLOPE
B.
O
.
S
T
R
U
C
T
U
R
E
(
M
I
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)
10
'
-
0
"
4"
FRONT REAR
9' - 8"
1'
-
0
"
MIN
.
1'
-
2
"
EQ 2" EQ
3"
1' - 0"
5'
-
1
0
"
4"
M
I
N
.
1' - 0" (11' - 8") COORD. DUMPSTER SELECTION
4"X4"X3/16" TUBE STEEL POST WITH
EXPOSED END CAPPED (TYP.),
MATTE BLACK PAINT FINISH, (TYP.)
6"X8"X1/2" BASE PLATE WITH (4) 1/2" X 8"
EPOXY SET ANCHOR BOLTS WITH
LEVELING NUTS AND LOCK WASHERS
NON-SHRINK STRUCTURAL
GROUT PACK (TYP.)
CONCRETE SLAB THICKENED AT
POST LOCATIONS AS INDICATED 6"
1'
-
6
"
8"
6"
EQ EQ
EQ EQ
EQ
EQ
EQ
EQ
EQ EQ
Ø 9/16" HOLE IN BASE PLATE (X4)
6"X8"X1/2" STEEL BASE PLATE
CAST IN PLACE CONCRETE SLAB;
SEE ARCH SITE PLAN, STRUCT., &
CIVIL FOR BALANCE OF INFO.
1/2" X 8" EPOXY SET ANCHOR
BOLTS W/ LEVELING NUTS & LOCK
WASHERS (X4). NO MORE THAN 1/2"
OF BOLT TO BE EXPOSED ABOVE
NUT - ENSURE CLEAN CUT OR
GRIND T.O. BOLT TO AVOID SHARP
EDGES (TYP.)
HSS 4"X4"X3/16" POST - WELD TO
BASE PLATE (TYP.)
SHEET NUMBER
PROJECT CODE
PROJECT ADDRESS
ARCHITECT RETAINS COPYRIGHT TO THESE DRAWINGS.
DRAWINGS ARE ONLY FOR USE FOR PROJECT NAMED ON
DRAWING SHEET AND MAY NOT BE REPRODUCED OR USED
FOR OTHER PURPOSES WITHOUT WRITTEN PERMISSION FROM ARCHITECT.
PRELIMINARY
NOT FOR
CONSTRUCTION
106 EAST BABCOCK STREET
SUITE 1A
BOZEMAN, MT 59715
SHEET NAME
PROJECT NAME
DRAWING REVISIONS
DRAWING ISSUE DATE
DRAWING ISSUED FOR
PHONE: (406) 582-8988
SP101
ANE
9TEN
MIXED -USE
SITE DETAILS
802 -910 NORTH 8TH
AVENUE
SITE PLAN
12 -01 -2021
1/2" = 1'-0" SP101
1 DUMPSTER ENCLOSURE - PLAN
3" = 1'-0" SP101
5 DUMPSTER ENCLOSURE GATE/HINGE DETAIL
1/2" = 1'-0" SP101
2 DUMPSTER ENCLOSURE (2) - RCP/ROOF PLAN
1/2" = 1'-0" SP101
7 TYP. DUMPSTER ENCLOSURE SECTION
1/2" = 1'-0" SP101
3 DUMPSTER ENCLOSURE SIDE ELEVATION
1/2" = 1'-0" SP101
4 DUMPSTER ENCLOSURE FRONT ELEVATION
1/2" = 1'-0" SP101
6 DUMPSTER ENCLOSURE GATE POST DETAIL
3" = 1'-0" SP101
8 DUMPSTER ENCLOSURE POST BASE DETAIL