HomeMy WebLinkAbout43_P_Trash enclosure details_20260601_v13'
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6
"
4
'
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0
"
SMOOTH TROWELED TOP
6"Ø STEEL PIPE FILLED WITH CONCRETE &
PAINTED PER YELLOW
1' - 0" MIN.
3"
CONCRETE FILL
CONCRETE PAVING - REFER TO
SITE PLAN FOR EXTENTS
GRAVEL BASE PER CIVIL
CHECK THE CONSULTANTS
SET IF THEY HAVE
INCLUDED THIS DETAIL
3/8" THICK STEEL PLATE WITH HOLES FOR CANE
BOLTS - EMBED IN CONCRETE SLABASPHALT CONCRETE
PAVING
INTERIOREXTERIOR
3"
CONCRETE SLAB - SLOPE TOWARDS
EXTERIOR
WELD COLLAR ONTO CANE BOLT
BETWEEN GUIDES TO PREVENT CANE
BOLT FROM BEING REMOVED
PREMANUFACTURED METAL LOUVERED GATE,
PAINTED PER SPECIFICATIONS
PROVIDE HASP LATCH WITH LOCK
REINFORCED C.M.U. PER STRUCTURAL WITH
CONCAVE JOINTS
SWING GATE PER SPEC
G40 GALVANIZED STEEL GATE POST FILLED WITH
CONCRETE - SET MIN. 48" INTO GROUND WITH
18"Ø CONCRETE FOOTING (SIM. TO BOLLARD
DETAIL)
ALIGN
2"
PLAN VIEW
6" CONCRETE CURB - REFER TO SITE PLAN
PRE-FINISHED METAL COPING
NOTE:
1. TREAT WALLS WITH ANTI-GRAFFITI COATING
2. GRIND ALL WELD JOINTS SMOOTH
GATES WITH STEEL ANGLE FRAME AND
CORRUGATED METAL PANELS
(3) HEAVY DUTY HINGES PER GATE LEAF
REINFORCED C.M.U. WALL PER
STRUCTURAL WITH CONCAVE JOINTS
CANE BOLT WITH 3" SLEEVE EMBEDDED
IN CONCRETE
PREMANUFACTURED METAL LOUVERED GATE,
PAINTED PER SPECIFICATIONS
8'
-
0
"
PER PLAN
9'
-
1
1
1
/
4
"
16' - 0"
SELF CLOSING STEEL
GATE PER SPEC
6"Ø BOLLARD AT 4'-0" MAX AT
BACK OF ENCLOSURE
EXISTING? 4" THICK CONCRETE
SLAB - EXTEND TO ASPHALT
CONCRETE PAVING AND MATCH
PAVING ELEVATION
POUR NEW FOOTING ALONG THE
CMU WALLS.
8x8x16" REINFORCED C.M.U.
WALL - REFER TO ELEVATIONS
FOR HEIGHT & MATERIALS
NOTE:
1. TREAT WALLS WITH
ANTI-GRAFFITI COATING
CANE BOLT WITH 3" SLEEVE
EMBEDDED IN CONCRETE
1/
4
:
1
2
SL
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A1.11
8
6 1
/
2
"
4'
-
0
"
4'-0" GATE
REVIEW
T.S. FRAME- REF. STRUCTURAL,
FINISH PER ELEVATIONS
PREFINISHED METAL ROOF PANEL ATTACHED TO
T.S. STRUCTURE WITH EXPOSED FASTNERS (PER
MANUFACTURER'S INSTRUCTIONS) USE
NEOPRENE WASHERS
2 1/256"
UPDATE
PER PROJECT
4x6" T.S.- REF. STRUCTURAL,
FINISH PER ELEVATIONS
PREFINISHED METAL ROOF PANEL
MECHANICALLY FASTENED TO T.S. STRUCTURE
T.S. FRAME- REF. STRUCTURAL, FINISH
PER ELEVATIONS
PREFINISHED METAL ROOF PANEL ATTACHED TO
T.S. STRUCTURE WITH EXPOSED FASTNERS (PER
MANUFACTURER'S INSTRUCTIONS) USE
NEOPRENE WASHERS
2"
WELDABLE METAL GATE BOX FOR LOCKSET-
WELDED INTO FRAME, COORDINATE WITH
HARDWARE SET
2" X 2" X 1/8" HSS JAMB COMPONENTS MOUNTED
TO SOLID GROUTED CMU CELLS, GC TO
COORDINATE. 1/2" DIAMETER BOLTS RECESSED
INTO HSS, PROVIDE ACCESS HOLE- TYPICAL AT
EACH SIDE OF GATE
NOTE:
GATE SHOWN FROM EXTERIOR SIDE.
FINISH STEEL PER SCHEDULE.
GRIND ALL SHARP EDGES AND CORNERS SMOOTH.
PROVIDE DRAIN HOLES IN BOTTOM OF FRAME,
ALLOWING WATER CONDENSATION TO ESCAPE.
CMU WALL
4' - 0"
SPRING LOADED HINGES, WELDED TO
GATE FRAME AND GATE JAMB
COMPONENTS. FRAME AND HINGES TO
BE PAINTED
7'
-
0
"
JAMB HSS FABRICATED TO
ACCOMMODATE LATCH AND LATCH
PLATE. GC TO COORDINATE WITH
HARDWARE
+/-3'-8"
3'
-
4
"
2" X 1/8" THICK FLAT BAR WELDED TO SIDE OF
2X2 HSS TO STOP DOOR OVERSWING, SHOWN
DASHED
STEEL MESH TACK WELDED TO CENTERLINE
OF INSIDE HSS FACE-TYPICAL. MESH SHALL
BE MINIMUM 11 GA WITH 2X2 STACKED
OPENINGS
GATE FRAME - WELDED 2X2X1/8" HSS, TYP.
CAP WELDED TO HSS JAMB COMPONENTS
4" CONCRETE SLAB-ON-GRADE PER
STRUCTURAL
DE
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6x8" CONCRETE CURB
SOLID CONCRETE WALL CAP
REINFORCED C.M.U. PER STRUCTURAL WITH
CONCAVE JOINTS
CONCRETE FOOTING - SIZE AND
REINFORCEMENT PER STRUCTURAL
PROJECT NO.:
ISSUE DATE:
REVISIONS:
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SITE DETAILS-TRASH
ENCLOSURE
06.02.2026
A1.11
50
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1 1/2" = 1'-0"A1.11
10 STEEL BOLLARD 3" = 1'-0"A1.11
8 CANE BOLT AT GATE
1 1/2" = 1'-0"A1.11
7 GATE POST AT GENERATOR ENCLOSURE
1/4" = 1'-0"A1.11
5 C.M.U. TRASH ENCLOSURE - ELEVATION
1/4" = 1'-0"A1.11
1 ENLARGED TRASH ENCLOSURE
3" = 1'-0"A1.11
2 METAL DECK - CANOPY ROOF - BOTTOM EAVE (RAKE SIM)
3" = 1'-0"A1.11
4 METAL DECK - CANOPY ROOF - MID SECTION
3" = 1'-0"A1.11
3 METAL DECK - CANOPY ROOF - TOP EAVE
1/2" = 1'-0"A1.11
6 TRASH ENCLOSURE GATE
3/4" = 1'-0"A1.11
9 C.M.U. TRASH ENCLOSURE - WALL SECTION 02