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SECTION__ 31
1/411-110 4
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THE CONTRACTOR 5HALL: (I) PLACE NON - SHRINK MORTAR (EMBECO 167 MORTAR
ON TOP OF PILE BUTT PRIOR TO PLACING
PILE CAP ON PILE5.
THE- COMITRACTOR 5HALL: (2)4ROUT OGLON4 SLOT FULL WITH EMSECO 636 GROUT
9, ALLOW GROUT TO REACH DE514N 5TRENCTH
.PRIOR TO PLACIN4 PIPE ON PILE CAP.
0e510N 5,1,10714 FOR GROUT IS 9000 P5I -zj
THE CONTRACTOR SHALL.:(3)4ROUT PIPE SUPPORT SLOT WITf-I NON - SHRINK
CONCRETE (EMGECO 636 GROUT WITH 3/y" CGIVCRETIC
A441RE4ATE) 4 ALLOW 4ROUT 70 REACH DESIGN
STRENCTTH PRIOR TO GACKF I LLING TRENCH.
THE CONTRACTOR 5HALL ALLOW CAST IN PLACE PILE CAP TO PEACH 75) OF
PF516N STRENGTH PRIOR TO PLACING MANHOLE ON PILE CAP.
THE _._ CONTRACTOR 5HALL ALLOW MORTAR BETWEEN CA57 IN PLACE
PILE CAP $ PRECAST MANHOLE5 TO REACH DEf KCN STRENGTH PRIGR TO
[TACK FILLING TRENCH.
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APPROVED DATE
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634001.3
52750
SHEET IL
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