shoring review including geotech.pdf


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ESI: Per excavation shoring notes on
A3.10A and A3.11A, typical vertical
shoring to be 1'-0" clear to existing
foundation and slab on grade construction

CL

CL

CL

TOP OF PILE

2785 WHITNEY DR.
FAIRFIELD CA 94533
TEL. (415) 889-0878

A
S2.0

ESI: Indicate maximum criteria for
sloped and benched excavations
- see excavation and shoring
notes per A3.10A and A3.11A

DETAIL A
SCALE:1":1.0'

CLARK LIBRARY
UCLA SHORING
PLAN
BOTTOM OF EXCAVATION

BOTTOM OF EXCAVATION

B
S2.0

DETAIL B
SCALE:1":1.0'

UCLA

BOTTOM OF PILE

01
S2.0

SHORING SECTION

BOTTOM OF PILE

C
S2.0

DETAIL C
SCALE:1":1.0'

SCALE:1/2":1.0'

ESI: Indicate reinforcing for
drilled pier and anchorage or
embedment for steel pile to
concrete pier

02
S2.0

SHORING ELEVATION
SCALE:1/2":1.0'

ABP

08/13/2015

ESI: Confirm item #7 with
University's Representative

Per KM's email on 9/17: University is okay with
leaving the piles in place, provided that they are
trimmed down to a minimum of 3' below grade and
noted on the as-built drawings.

S2.0
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