5655 - INSP " CITY OF CUPERTINO INSPECTION RECORD r
(OFFICE COPY)
PERMIT NO. AUJ
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PERMIT ISSUED DATE "ELECTRICAL DATE INSP.
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Pre-Gunite DATE INSP.
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C N K D. BY............ . DATE.................. __.1�.�!1./..-L v.C.'��...._.�e__ ......_..._......-_.. JO B NO.49r_ [072- ...
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CIVIL 6 CONSTRUCTION CONSULTANTS, INC.
7246 Sharon Drive
San Jose, California 95129 Telephone 257-7083
References: (1) 1q,92 Ed. UBC
(2) .50I/ repo'. .6y E/iyeofech Inc• /21/9163
"0. E7-3 -0276-S/
Backfill behind retaining wall (12" min. thickness) to be Class II permeable
material crushed rock or gravel, for the lower two thirds of the height of
the wall. Balance of backfill to be compacted native soil. 4" dia. perforated
drain pipe, laid with perforations down, shall be installed at base of wall
and sloped to drain. The finished slopes shall be graded to divert all surface
drainage away from the wall and toward natural drainage facilities.
All concrete blocks shall be grade "A" open end i}nits as specified by-ASTM
Spec. C-90. All reinforcing shall be deformed intermediate grade bars con-
forming to ASTM A-615 grade 40, lap bars 32 diameters in concrete, 48 dia-
meters in concrete block.
All transite mixed concrete shall conform to ASTM Spec. C-94 and shall attain
an ultimate strength at 28 days of 2000. psi.
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CIVIL & CONSTRUCTION CONSULTANTS, INC.
7246 SHARON DRIVE
SAN JOSE (408) 257-7083 CALIFORNIA 95129
CLIFFORD C.BECK,R.C.E.
KENNETH NELSON,R.C.E.
Job No. 83079-1
September 3, 1985
KN-85-57
Building Inspection Department SEP i,D
City of Cupertino tfa.U(;, I � •
10300 Torre Ave. ) �tl' I� utrHHlMEryr
Cupertino, CA 95014 CITY OF CUpERTIno
Attn: Mr. Joe Antonucci
Subject: Cupertino Town Center Condominium- Phase III
Gentlemen:
At the request of the Contractor, an inpection of the subject project
was made by the undersigned.
The inspection was made on August 26, 1985 to examine the drilled
pier foundation excavations for the retaining wall along the East property
line. The pier holes, in general, were drilled to 10 feet, however, two
isolated piers could only be drilled to 5 feet due to encountering rock,
Upon review of the grading plan, I find that the proposed finished grade
at those two shallow piers is approximately 3 feet above existing and
therefore the 5 feet deep pier would be adequate as per the approved
construction details and calculations (see enclosed) ,
I therefore approve the pier depths as drilled,
If there are any questions regarding this subject, please contact my
office.
Very truly yours,
ce neth Nelson
Registered Civil Engineer
CC: Landmark Developement Co.
CIVIL & CONSTRUCTION CONSULTANTS, INC.
7246 SHARON DRIVE
SAN JOSE (408) 257-7083 CALIFORNIA 95129
CLIFFORD C.BECK,R.C.E.
KENNETH NELSON, R.C.E.
Job No. 83079-1
September 3, 1985
RN-85-57
r
l� L, V� C? L:.� P Building Inspection Department UCry r '3 - 1985
City of Cupertino
10300 Torre Ave.
Cupertino, CA 95014 BLDG. INIA" 11014 DEPARTMENT,
Attn: Nr. Joe Antonucci CITY OF CUPERTINQ
Subject: Cupertino Town Center Condominium - Phase III
Gentlemen:
At the request of the Contractor, an inpection of the subject project
• was made by the undersigned.
The inspection was made on August 26, 1985 to examine the drilled
pier foundation excavations for the retaining wall along the East property
line. The pier holes, in general, were drilled to 10 feet, however, two
isolated piers could only be drilled to 5 feet due to encountering rock.
Upon review of the grading plan, I find that the proposed finished grade
at those two shallow piers is approximately 3 feet above existing and
therefore the 5 feet deep pier would be adequate as per the approved
construction details and calculations (see enclosed) ,
I therefore approve the pier depths as drilled.
If there are any questions regarding this subject, please contact my
office.
Very truly yours,
W�
e neth Nelson
Registered Civil Engineer
Cc: Landmark Developement Co. .
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BLDG. INSPECTION DEPARTMENT
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CIVIL & CONSTRUCTION CONSULTANTS , INC, �'�