18136 - Excalibur-Plans - A-1.1 Site Details3'-0''
ONE-PIECE 2 3/8'' O.D. STEEL PIPE
RACK (PAINTED)
4'' CONCRETE SIDEWALK OVER
COMPACTED FILL (95% MIN.)
12''~ x 1'-0'' DEEP CONCRETE BASE
3/8'' PREMOLDED JOINT FILLER
1 SCALE : 1-1/2'' = 1'-0''
BIKE RACK DETAIL
7 SCALE : 1/2'' = 1'-0''
TRASH ENCLOSURE FRONT ELEVATION
6'-0"
DIAGONAL BRACING
POWDER COATED
C5X9 CHANNEL
8" CLR.
5'-4"
13'-4"
8"
12'-0" 8"
11'-2" 7'-0"
13'-4"
HOLE FOR DROP BAR LATCH
6" CONCRETE
SLAB
HOLE FOR DROP
BAR LATCH
NOTES:
· CONC. SLAB AND APRON.
· CONSTRUCT TRASH ENCLOSURE W/8"X8"X16" PRECISION SINGLE SCORE CONCRETE BLOCK
· TRASH ENCLOSURE TO HAVE SPLIT FACE CMU.
· GATES TO OPEN 120 DEGREES.
8" 6" 9" 8'-7" 8"
3'-6" 8"
8" 3'-6" 5'-0"
1'-4" 5'-4" 5'-4" 1'-4"
13'-4"
GROUT CAP
6" SLAB REINF. W/
#3@18" O.C. EACH
WAY (3,500 PSI
CONC.)
T.O. SLAB
REF. CIVIL
FINISHED GRADE,
RE: CIVIL
1'-6"
12"
5 15/16" CLR.
5 15/16" CLR.
6'-0"
8" BOND BEAM WITH
2-#5 CONT. FILLED
WITH 2,500 PSI
CONCRETE.
DURAWALL HORIZONTAL
REINFORCING @ 16"
O.C.V.
PAINT; WHITE PER SPECS.
1/2" PRE-MOLDED EXP. JT.
WHEEL STOP, 6" THICK
X 9" WIDE X 5' MIN.
LENGTH
2'-6"
8" CONC. STEM WALL
W/#5 VERT. DOWELS
@ 16" O.C. & #5
HORIZ. CONT. @ 12"
O.C.
8" SPLIT FACE CMU WALL
REINF. W/ #5 AT 32" O.C.
VERTICAL AT GROUTED
CELLS
INTERIOR
6" THICK X 9" WIDE X 5' MIN. LENGTH
CONCRETE WHEEL STOP. (CENTERED
ALONG WALL, TYP.) ATTACHED TO CONC.
SLAB PER MANUF. RECOMMENDATIONS.
2"
SLOPE
MIN 1/4" PER FOOT
8 SCALE : 1/2'' = 1'-0''
TRASH ENCLOSURE PLAN
6 SCALE : 1/2'' = 1'-0''
TRASH ENCLOSURE WALL SECTION
3"
6" 8"
2'-3"
3'-2"
L2x2x1/4 ANGLE FRAME
WITH MITERED CORNERS
1 3/4"x16 GA. GALV. RIBBED
STEEL DECK, SPOT WELDED
TO FRAME 2" O.C. MAX.
1/2" CANE BOLT
AT EACH GATE.
HOLD FOUNDATION WALL DOWN
4" AT ALL GATES
STEEL 6" CHANNEL SHOWN DASHED
SET IN 18" DIA. CONC. FOOTING
FOUNDATION WALL SHOWN DASHED
3'-6"
2"x2"x3/16" STL
STUB AT CENTER
4x4 1/2 HD. STL. BUTTS
TOP, MIDDLE, & BOTTOM
WELD TO ANGLE
1/4" PLATE-ANGLE &
WELD TO 2x2 TUBE &
2x2 ANGLES EA. END
4
A-1.1
5
A-1.1
CLR.
2
A-1.1
1 1/2"
5/8"
4"
4"
5/8"
B
A
B
AA BB
DRILL 3/8" DIA. HOLE
THRU BOTH PLATES FOR
PADLOCK
BENT FB 3/16"
BENT FB 1/4"x1
1/2"x15"
FB 1/4"x1 1/2"x1
1/2"
1/4"x3"x1 1/2" FB BEYOND
AT PERSONNEL GATE
LATCH ONLY
BENT FB 3/16"x
DIM. SHOWN
SHAPE
PLATE
1/4"x4"x4"
1 3/4"x16 GA. GALV.
RIBBED STEEL DECK
2x2x1/4 ANGLE
FRAME
CONCRETE BLOCK, GROUT CELLS
FULL AT GATE OPENING.
#4 BAR x24" AT 24" O.C. PLUG
WELD TO CHANNEL
5x9x8'-0" CHANNEL LONG FLUSH
w/TOP OF WALL. EMBED CHANNEL
2'-0" INTO GROUND. FILL VOID
W/ SOLID GROUT
4x4 1/2 HD. STL. BUTTS TOP MIDDLE &
BOTTOM WELD TO ANGLE
2x2 w/ 1/4" PLATE TO ANGLE
POWDER COAT GATE TO
MATCH EXTERIOR FINISH PER
SPEC. ON SHEET A-4.0.
1" DIA. STEEL PIPE
SLEEVE
ROUND BAR
DROP LATCH
(MAX. DIA. = 3/4")
CANE HOLDING PIN,
1/4" DIA. ROD
WELDED TO ANGLE
16 GA. STEEL GATE
L 2" x 2" x 1/4" STEEL
ANGLE FRAME
CONCRETE SLAB AT
SCREEN WALL,
SEE CIVIL DRAWINGS.
1/4
3"
8"
CMU WALL BEYOND
3"
1'-0"
MIN.
VARIES
9"
MAX.
4 SCALE : 2'' = 1'-0''
DROP LATCH DETAIL
5 SCALE : 3'' = 1'-0''
LATCH DETAIL
2 SCALE : 3'' = 1'-0''
GATE HINGE DETAIL
3 SCALE :1/2'' = 1'-0''
STEEL GATE DETAIL
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
D
C
B
A
A-1.1
1 -- 1
SITE
DETAILS
DELTA DATE DESCRIPTION- COMMENTS
EXCALIBUR METAL DESIGN
HATCH DESIGN
ARCHITECTURE
6126 W. STATE ST.
BOISE, IDAHO 83703
OFFICE: (208) 475-3204
FAX: (208) 475-3205
THIS PLAN AND/OR DESIGN ARE NOT TO BE CHANGED OR
COPIED IN ANY FORM, NOR ARE THE DOCUMENTS TO BE
ASSIGNED TO A THIRD PARTY WITHOUT WRITTEN CONSENT
AND PROPER COMPENSATION TO HATCH DESIGN
ARCHITECTURE.
THE USE OF THE PLANS SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY WERE PREPARED.
DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS,
INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BY
THE DESIGNER AND THE DESIGNER'S CONSULTANTS ARE
INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT
TO THIS PROJECT. THE DESIGNER AND THE DESIGNER'S
CONSULTANTS SHALL BE DEEMED THE AUTHORS AND
OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE
AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.
SHEET TITLE
SHEET NUMBER
SHEET
NEW CONSTRUCTION FOR:
1322 E. WATER TOWER ST. MERIDIAN, ID, 83642
DATE:
JOB NUMBER: 18136
DEC 2018
DRAWN BY:
CHECKED BY: JLH
NJM
C O P Y R I G H T 2 0 1 8
H A T C H D E S I G N
A R C H I T E C T U R E