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SCALE: �
1) ELEVATIONS N IN BOX (xxx.xx) ARE TO TOP OF CONCRETE.
Z3)ENCE
ML ENGINEER'S DRAWINGS FOR ELEVATIONS AND SLOPES. DISCREPANCIES S BROUGHT TO THE ATTENTION
L AND STRUCTURAL ENGINEERS IMMEDIATELY.
HEET S1 FOR GENERAL NOTESAND TYPICAL DETAILS.IS TO HAVE SOIL ENGINEER REVIEW FOUNDATION PLAN PRIOR TO GRADING TO VERIFY C NCE WrrH THE
GEOTECHNICAL REPORT'S RECOMMENDATIONS.
5) CONTRACTOR IS TO HAVE SOIL ENGINEER INSPECT ALL FOOTING AREAS PRIOR TO PLACEMENT OF REINFORC TO VERIFY
SOIL CONDITION AS DESCRIBED IN GEOTECHNICAL REPORT.
6) SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.
7) VAULT LIDS MUST BE IN PLACE PRIOR TO BACKFILLING AND COMPACTING SOIL BEHIND WALLS.
8) REFERENCE DETAIL K/S1 FOR S.O.G. JOINT DETAIL.
PLAN
1/8"=1'-0"
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VAULT A FOUNDATION PLAN
SCALE: 1 /8" =1'-0"
tee. 12-06-04
AO&1�
ENGINEERS, INC.
600 UNIVERSITY STREET -SUITE 1122
SEATTLE • WASHINGTON • 98101-4104
(206) 381.9900 • FAX (206) 381-9909
AKB JOB No. 202016
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DATE: 3/13/03
FOUNDATION
PLAN
S2
202016
R-437811