HomeMy WebLinkAbout006-94 World Wide Motors Retaining WallAI C"
7" 1'-6" 6"
1 1/2" RADIUS
TOP OF WALL/CASTING
Al =ELEV. 752.00 3/4" CHAMFER C I
A2=ELEV. 752.19
24"
<3" CLEAR
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CK 1=748.0
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AI=ELEV. 747.00 Of o GROUT)¢ ¢
U 0 2 x4"
A2=ELEV. 747.00 K Y
3" THK. SOLID CONCRETE BRICK
77 3" 3"t
#5 REBAR ® 12" O.C. EA. WAY
1'-0" 1'-0" 2'-6-
4'-6-
SECTIONS
'-6"4'-6"
SECTIONS Al & A2
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Specify:
1. Curb box style if other than standard. Give complete details.
Al =ELEV. 747.00
A n- ( ' r1 1 7 - --
C"
AMR
NOTES:
ALL REINFORCEMENT STEEL SPLICES SHALL BE A
MINIMUM OF TWENTY (20) DIAMETERS
ALL CONCRETE SHALL BE 4000 PSI AT 28 DAYS
#5 REBAR ® 6" O.C. ® 45' (TYP.)
3" THK. SOLID CONCRETE BRICK
SECTIONS BI & B2
CUP* BOX ADJUSTANLIE 's- TO 10'
:—:41 s} I
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23 24
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#5 REBAR ® 6" O.C. EA. WAY-/
5 box
AFTER LID IS POURED AND
NEENAH R-3150 CASTING IS SET,
FORM CONCRETE IN HATCHED AREA TO
MATCH CURB AND WALL
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SCALE 1/2" = 1'-0"
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