HomeMy WebLinkAboutPA2022-167_20220808_Addendum to Preliminary Geotechnical Investigation_Engineering Geologic Evaluation Report and Coastal Hazards Evaluation _ Geologic Stability ReportMEMORANDUM
Scott Schwartz August 8, 2022
2050 East Oceanfront Project No. 1-1201
Newport Beach, CA 92661
Attention: Mr. Scott Schwartz
Subject: Addendum to Preliminary Geotechnical Investigation /
Engineering Geologic Evaluation Report and
Coastal Hazards Evaluation / Geologic Stability Report
Proposed New Residence Construction
2050 East Oceanfront
Newport Beach, California
References: G3SoilWorks, Inc., Preliminary Geotechnical Investigation / Engineering Geologic
Evaluation, Proposed New Residence Construction, 2050 East Oceanfront,
Newport Beach, California, Project No. 1-1201, dated December 20, 2021.
G3SoilWorks, Inc., Coastal Hazards Evaluation / Geologic Stability Report,
Proposed New Residence Construction, 2050 East Oceanfront, Newport Beach,
California, Project No. 1-1201, dated December 20, 2021.
Pleskow Architects, Architectural Plans and Sections Issued for Coastal
Commission Review, Sheet Nos. A-200.00 through A-203.00, A-300.00 through
A-303.00, and A-400.00 through A-403.00, dated July 19, 2022, received
August 4, 2022.
Dear Mr. Schwartz:
In accordance with the request of the Project Architect, G3SoilWorks, Inc. (G3), has prepared this
memorandum as an addendum to our above referenced reports for the proposed new residence
project located at the subject address. Based on review of the most recent architectural plans and
sections issued for Coastal Commission review (referenced above), we acknowledge that the
proposed Basement Floor elevations and required depths of excavation for the project have been
updated to accommodate a subterranean car lift, garage, and recreational room. The updated
architectural plans / sections show that floor levels for the new garage and recreational room have
been set to Elevation (El.) +5.20 feet and +3.87 feet (NAVD 88), respectively, requiring
excavations depths ranging between approximately 12 feet and 18 feet below adjacent site
grades to accommodate installation of the proposed mat slab and sub-slab waterproofing system.
SoilWorksG
GEOLOGY GEOTECH GROUNDWATER
3
350 Fischer Ave. Front Costa Mesa, CA 92626 P: 714 668 5600 www.G3SoilWorks.com
PA2022-0167
PA2022-0167