shoring review including geotech.pdf


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ESI: Typical, coordinate
excavation shoring with
shoring/formwork for suspend
pavilion slab per submittal
031000-001

CL

ESI: Protect
existing stair wall in
place during drilling
for vertical shoring
systems

CL

CL

TOP OF PILE

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

A
S3.0

DETAIL A
SCALE:1":1.0'

CLARK LIBRARY
UCLA SHORING
PLAN
BOTTOM OF EXCAVATION

ESI: Following excavation and confirmation of stepped footing
condition at stair wall, submit elevation sketch to University's
Representative showing stepped footing locations and any
locations where steel shoring framing is to remain - University's
Representative (SEOR) will confirm final detailing requirements for
concrete underpinning at stair wall foundation per plan note 8/S2.00

BOTTOM OF EXCAVATION

B
S3.0

DETAIL B
SCALE:1":1.0'

UCLA

BOTTOM OF PILE

BOTTOM OF PILE

C
S3.0

01
S3.0

DETAIL C
SCALE:1":1.0'

STAIR SUPPORT SECTION

02
S3.0

SCALE:1/2":1.0'

STAIR SUPPORT ELEVATION
SCALE:1/2":1.0'

ABP

08/13/2015

D
S3.0

DETAIL D
SCALE:1":1.0'

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

S3.0
16055