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'THE CONTRACTOR 5HAI L-: (1) PLACE NON- SHRINK MORTAR (EM13ECO 167 MOR�"HR)
ON TOR OE PILE BUTT PKIGR TG? PLACING
PILE CAP 01V PILES.
THE CON-TTRACTOR 5Hf\LL: (44 ROUT (OBLONG; SLOT FULL- WITH EEMBECC (o3(o GROUT
4, ALLOW CiPOU-T TO REACH 5TREN47H
r i pig n i n•
De5l0t'i 5TRENGTN FOR GROUT 15 3000 PS 1. 0
THE CON-tRAC-TOP, SHALL .(3)6.P6U`-f- I')Pt. 5UF'PORT SLOW V',i I"I-I NCUN- SHRINK
GUNC-RE:TE (EMBECO (636 CgROU-r \A/lTH Ye" CONCRE~rE
AeA-6RECAA-TE.) i ALLOW c-mROU-r 70 REACH DE516N
5TREN64TH PRIOR TO 3ACKFILLIN64 TRENCH.
THE GONTRACTCR 3HAL L ALLOW CAST IN P(_ C-F PILE CAP TO LEACH 750Ta OF
DE616N STRENC-�TH PRIOP, TO PLACING MANHOL-E ON PILE CAP?
THE CONTRACTTOR 5HAL.L ALLOW MORTAR 3ETWEEN CAST IN PLACE
PILE GAP * pRCC.AS-T MANHOL-F-5 70 LEACH DE516N STRF-NCaTH PRIOR TO
BACK FILLIN(q TRENCH.
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D-/?6905
DATE
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consulting engineers
wattle washington
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DESIGNED: LLfU.jJA
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CHECKED: !- L N
REVISED: i 8123I82 PER
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