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DUMPSTER
DUMPSTER
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WALL SECTION to
THIS DETAIL 1
5'-4" 7'-2" 5'-4"
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2
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COLUMN SECTION I 'j_A
THIS DETAIL
GATE ANCHOR
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SEE DETAIL 4, L-9 0
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SLAB EDGE 0 OPENING 13 12 7<
SEE DETAIL 4, L-9
PLAN - TRASH ENCLOSURE
FRONT ELEVATION
1) TRASH ENCLOSURE
ELEVATION
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O" ID STEEL PIPE
O DIA. STEEL ROD
@) THICK STEEL HASP L1 „
O GATE FRAME
0 WELD PIPE TO FRAME A LATCH HOOK
O" PLATE LATCH
O x 5" x 6" BACKING PLATE
SECTION
METAL NOTES:
ALL CONNECTORS TO BE CONTINUOUS WELDED.
REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH.
ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH
(1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM
COLOR TO BE "BLACK"
Call Underground Service Alert
@ at least 2 days
before you dig
Know what's bBIOW. 2
Call before you dig.
GATE LATCH
3
15 17 \z@
FRONT ELEVATION
PLAN - OVERHEAD
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SIDE ELEVATION
O" PLATE LATCH HOOK
O" STEEL PIPE, TYP.
DIA. X 24" LONG CANE BOLT,
(1) PER DOOR EMBEDDED FLUSH
SURFACE LOCATED AT BOTH OPEN
AND CLOSE POSITIONS
® GATE FRAME
O" DIA. x j" STEEL PIN
WELD TO STEEL ROD
O FINISH GRADE
O7 #3 REBAR x 6" LONG
REINFORCING WELD TO RECEIVER
® 1" DIA. GALVANIZED STEEL PIPE
RECEIVER W/ BOTTOM PI ATF
MLIAL NUIU):
ALL CONNECTORS TO BE CONTINUOUS WELDED.
REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH.
ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH
(1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM
COLOR TO BE "BLACK"
CANE BOLT
—i
Oj 8" CMU SPLIT FACE BLOCK CONSTRUCTION. 17
GROUT FILL ALL CELL SOLID. REBAR PER
STRUCTURAL ENGINEER
O 16x8x16 CMU SPLIT FACE BLOCK COLUMN. 17
GROUT FILL ALL CELL SOLID. REBAR PER
STRUCTURAL ENGINEER
O 8x2x16 PRECISION WALL/COLUMN CAP 17
® 6" CONCRETE CURB WITH J" TOOLED RADIUS
ON EXPOSED EDGES
O5 #4 REBAR CONTINUOUS — TOP AND BOTTOM
O CONCRETE PAVING & EXPANSION JOINTS
O 4" SQ. T.S. GATE POSTS
O GATE LATCH, SEE DETAIL 2, SHEET L-9
O" DIA. TIE ROD WITH TURNBUCKLE,
WELDED CENTER OF CHANNEL
10 HEAVY DUTY HINGES. (2) PER GATE LEAF
11 CONCRETE FOOTING PER STRUCTURAL ENGINEER
12 CANE BOLT, SEE DETAIL 3, SHEET L-9
@GATE W/ CORRUGATED STEEL PANEL,
SEE DETAIL 2, SHEET L-9
14 ROOF MATERIAL, COLOR AND INSTALLATION TECHNIQUE
TO MATCH ADJACENT REC. AREA SHADE STRUCTURE
15 4" SQ. T.S. OVERHEAD POST. ATTACH TO COLUMN
PER STRUCTURAL ENGINEER
16 4"x6" TUBULAR STEEL BEAM
17 4"x6" TUBULAR STEEL FACIA
1g 2NIS" TUBULAR STEEL RAFTERS —SPACE AS SHOWN
19 COMPACTED SOIL
METAL NOTES:
ALL CONNECTORS TO BE CONTINUOUS WELDED.
REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS
SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED.
PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER
AND W/ (2) COATS RUSTOLEUM. COLOR TO MATCH
ARCHITECTURE BEAMS
8X8X16 CMU CONSTRUCTION,
SEE WALL SECTION
1/2 DIA. DIAGONAL
SWAY ROD W/
TURNBUCKLE —WELD
TO GATE FRAME
GATE ANCHOR
ENLARGEMENTS
16X8X16 CMU CONSTRUCTION,
SEE COLUMN SECTION
4"x4"x1/4" TUBE STEEL
EMBEDDED INTO CONC.
FOOTING. OF CMU WALL,
REFER TO STRUCTURAL
DRAWINGS.
GATE HINGE —WELD TO
FRAME AND TUBE
1/4" THICK PLATE STEEL PLATE
2" x 2" x 1/4" ANGLE
FRAME ® 4 SIDES OF GATE
WELD ALL CONNECTIONS
SHOP PRIME & PAINT.
CORRUGATED STEEL PANEL
2" x 2" x 1/4" ANGLE
FRAME ® 4 SIDES OF GATE
WELD ALL CONNECTIONS
1" DIA. DRAIN HOLES, TYP.
(3) PER DOOR
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COLUMN SECTION
LINE OF GATE
SUPPORT COLUMN
LINE OF CMU
WALL JAMB
BEYOND
10 X 10"
THICKENED SLAB
EDGE TYP.
LINES OF SUPPORT
COLUMN FOOTING
N G"
W W
a
E
'AVING
WALL SECTION
METAL NOTES:
ALL CONNECTORS TO BE CONTINUOUS WELDED.
REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH.
ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITHREI (1) COAT ZINC CHROMATE PRIMER AND W/ (2) COATS RUSTOLEU •
COLOR TO BE "BLACK"
SLAB EDGE @ OPENINGS
CITY OF FONTANA
PA-3 PARK SITE LANDSCAPE PLANS (CFD)
GABION RANCH AS
AS SHOWN
DESIRED M DATE,
CONSTRUCTION DETAILS
CHECKED BY, APPRDVED BTU DVG 18, q
KEDATE S`@ ®`Zr 1 °
�X 21 UU
S 9 T E C A P E i
Landscape Architecture
and Planning
3190 B2 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, License CA—#2782
(949) 644-9370 (714) 210-3140 FAX
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PC #
LSPC-19000018
DATE 4/ 12/ 19
JOB #
18-025
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