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12" O.C.
1-1H 911
1UCTURAL ENGIN
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CONCRETELUM S TOSUPPORT
1 1 "'POSTS WITH MASONRY TIES.
r3, QUICKRETET0 PROVIDE LATIEIRAL
SUPPORT FOR FI —STANDING
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V FIN. GRADE
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NOTE: CONTRACTOR TO PRUVIDE
�— i SHOP DRAWINGS FOR APPROVAL
SECTION BY LANDSCAPE ARCHITECT
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ROMENADE COLUMN
QLD E3A Ems;.
STEEL T BE - T ,
—1/4" AI VENT HOLE —
ONE PER TRELLIS MEMBER
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ELEVATION
ELEVATION
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A METAL LATTICE
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STEEL BEAN4S 6- Q. TUBULAR ST EEL BE fvl
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rO B=AV, WELD SOLID TO BEAM
l.; ALL 4 SIDES (TI1•)
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0 ENTAL PLAZA TRELLIS STRUCTURE
0 #4 VERT, REBAR @ 12" O.C.
#4 i— OR. DEBAR AS SHOWN
0 95% COMPACT SUBGPADE
FINISH GRADE
EXPANSION JOINT
6 COLD JOINT
12" DOWEL /PARAFIN
WRAPPED ON END, LOCATED @ 30.C.
08 ANTI—SKID INSERT W/CONTRASTI IG
COLOR MATERIAL
2" BAND
2` BAND _ 21 2` — 6
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PLAID VIEW
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" . TUBULAR
STEEL BEAM
6" . TUBULAR POST
" Q. STEEL BEAM
PRECAST CONCRETE
COLUMN, BY
U I DT
3X4 FETAL LATTICE
LD TO SUPPORT BEAM
ON TWO SIDES
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CAULK & SEAL EDGE
1" WIDE CONCRETE BAND,
COLOR NATURNL GREY MEDIUM
HAND TROWLED SURFACE -` 1
PLAN
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WELD -NDCAP @ EA. BEAMS ALL 4 ES
STEELTU - T R
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11' AIR VENT ':OLE —
ONE PER TRELLIS MEMBER
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STONE VENEER
CAMBRIA CLIFFST N
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PACKAGE ONE OF THREE
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