HomeMy WebLinkAboutCT 15-08; SITE AND VILLAS 79, 77, 76 COORDINATION; 2016-07-06b\E.
STRUCTURAL ENGINEERING • CIVIL ENGINEERING • LAND SURVEYING • LAND PLANNING
July 6, 2016
Mr. Houston Arnold
Grand Pacific Resorts
Email: HArnold@gpresorts.com
Project: Site and Villas 79, 77, 76 Coordination
Dear Mr. Arnold,
Per your request, we can confirm that we have coordinated the design intent of the foundations with
the Civil drawings, including the deepening of the footings to avoid Geofabric surcharge. The attached
details are from our sheet 53.1 on the Villas which have been coordinated with these requirements.
Detail 2/S.1 covers the typical deepening requirements, and detail 15 addresses the conditions at the
end of Villa 79. This condition is noted to be 5'-O" max which exceeds the final design intent where Wall
G encroaches under the building a little less than 1'-0".
Please call if you have any questions or concerns.
Respectfully,
BWE, Inc
cLZ
Charlie Colvin
SE 5544
Principal
Tt REC E WED
AUG 012016
LAND DEVELOPMENT
ENG1NEERNG
9449 Balboa Avenue • Suite 270 • San Diego • CA • 92123
P 619 299 5550 • F 619 299 9934 • www.bwesd.com
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TYPICAL EXTERIOR BEARING WALL
LAN
Detail 15/S3.1