HomeMy WebLinkAboutCT 76-15; Palisades Point Stabilization Fill; Soils Report; 1983-10-12-
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October 12, 1983
ENGINEERING OTECHNY-AL CONSUCTANTS
W.O. 386904
Mola Development 808 Adams Avenue Huntington Beach, California 92648
Attn: Mr. Chris Christie Mr. John Millet
Subject: Stabilization Fill Illustration, Palisades Point Project in
Gentlemen:
Carlsbad, California
As requested, we have prepared an illustration outlining geotechnical
requirements for a proposed cement treated stabilization fill for
Lots 133 through 136.
Construction procedure is anticipated to be similar to the other
cement treated stabilization fills already constructed. Again,
a two (2%) percent cement mix, temporary backcut of 0.75 to 1, and
a six (6") inch perforated subdrain wrapped in filter paper and placed
in sand bedding along the backcut may be used.
Keyway width is variable, and may be determined by use of the
accompanying illustration.
If there are any questions, please feel free to contact us.
Respectfully submitted:
ACTION ENGINEERING CONSULTANTS
&BP& BRUCE A. PACKARD RCE 13801 VICE PRESIDENT - ENGINEERING
GW:ss attachment: Fill Illustration
STAFF GEOLOGIST
1630-G South Sunkist St.. Anaheim, Ca. 92806 (213) 852-4710 (714) 634-2092 L3P3- 93
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STABILIZATION FILL - KEY LOCATION
WO 3869
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PROPOSED 1.5:1 FILL SLOPE LOTS 128, 129 AND 130 PALISADES POINT PROJECT CARLSBAD, CALIFORNIA
CONDUCTED FOR:
MOLA DEVELOPMENT 808 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92648
W.O. 386905 DECEMBER 12, 1983
1630-G South Sunkist Street Anaheim, California 92806 (714) 634-2092 (213) 852-4710