HomeMy WebLinkAboutCT 00-22; REDEEMER BY THE SEA LUTHERAN; SUB-GRADE APPROVAL; 2005-02-0757 INC February 7, 2005
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Mr. Greg Shull
Craftsman Development Company
1195 Linda Vista Road, Suite G
San Marcos, California 92069
FAX 760-510-6712
Subject Sub-grade Approval Fisherman Drive, Lots 1-12, La Suvera,
Redeemer by the Sea Project Carlsbad California
Reference
1 Preliminary Geotechnical Investigation, Proposed Church and Residentia
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Development, Redeemer by the Sea, Poinsettia Lane and Black Rail Road,
Carlsbad, CA, by Geopacifica Geotechnical Consultants, dated
November 20, 2000
2 Addendum Geotechnical Report, Proposed Church and Residential Development,
Redeemer by the Sea, Poinsettia Lane and Black Rail Road, Carlsbad, CA
CT 00-22, by Geopacifica Geotechnical Consultants, dated September 12, 2002
3 Grading Plans for Redeemer-By-The-Sea, Lutheran Church of Carlsbad, by
Sowers and Brown Engineering, Inc., 11 sheets, project no CT 00-22, stamp date
September 26, 2002 (Sheet 3)
4 Standards for Design and Construction of Public Works Improvements in the City
of Carlsbad, California
5 Pavement Section Design Recommendations for Fisherman Drive, Redeemer by
the Sea Project, Carlsbad, California, by geopacifica Inc.
, dated October 13, 2004 6 Review Comments Regarding Class II Base Submittal for Fisherman Drive, Lots
1-12, La Suvera, Redeemer by the Sea Project, Carlsbad, California, by
geopacifica Inc , dated February 4 2005
In conformance with your request and the requirements of the City of Carlsbad, we
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prepared this letter presenting our assessment of the sub grade for Fisherman Drive a
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subject site
3 0 6 0
INDUSTRY ST
- SUTE 105
OCEANSIDE
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CA..92054
TEL: 760.721.5488
FAX: 760.721.5539
GEOPACIFIA
EOTECHNICAL
CONSULTANTS
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FEB82005j
GEOPACIFICA
- GEO!ECHNICAL
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La Suvera
-- February 7, 2005
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The sub grade preparation (scarifying and moisture conditioning) has been monitored and
field testing performed on sub grade soils at the subject site
Field density testing has been performed with a nuclear test gauge Five tests were
performed along the alignment are roughly equal spacing. All test results have been