522 w/MOD, Extension to previously approv, Studies & Reportsy . P
Sheet 1 of 1
STATUS CHECKS (818) 458-4932
Tract/PM/Address
Lot(s) 3
Parent Tract/PM
Geologist Keith E h l e r t
Geotechnical Engineer AGI
• Los Angeles County Department of Public orks
MATERIALS ENGINEERING DNISII
GEOLOGIC REVIEW SHEET
900 S. Fremont Ave., Alhambra, CA 91803
T L. (818) 458-4923
T R 3 0 3 4 5 (-1')
Location City of Rolling trills
Developer Del Amo Savings
Englneer/Arch, South B a y
Review of: ROUGH GRADING AND FINAL GEOTECHNICAL REPORTS
✓Geologic Report(s) Dated (FINAL) 8 / 2 6 / 9 4 , 12 / 12 / 9 4 , 12 / 2 3 / 9 4
✓Geotechnical Engineering Report(s) Dated (FINAL) 1 7/ 1 4/ 94 , 1 2/ 2 R/ 9 4
Geology and Geotechnical Engineering Report(s) Dated (FINAL)
References:VGrading P.C. No. 4 3 4 8 Building P.C. No. For:
Dist. Office 12.02
F NF
DISTRIBUTION
2 Dist. Engineer
_j Geologist
Geotech. Engineer
_I Geo/Soils File
a Processing Center
_ Health Dept.
S FR
On the basis of information in the above referenced report(s) rough grading is approved for Building Permits, from the
standpoint of geology only, subject to those conditions checked below, for lot or address listed above.
The above regort(s) contains recommendations that must be enforced,
(Graded Subdivisions) Do not submit building plans to the Geology and Soils Section for structures on the pads
created by the subject grading (no review required), provided code requirements and the consultant's
recommendations are followed.
All building plans for this lot(s), including the subject graded area, must be reviewed by the Geology and Soils
Sections.
The proposed building/structure site, as described in above referenced geology and/or sods reports, is geologically
approved provided conditions contained in this review are followed.
A private onsite sewage disposal system will be utilized. ; t4L/, L.
k,,...J. f?.✓I;I;G.:, -�.i
Special slope setbacks are required. Refer to the above referenced report dated
setback requirements on building plans in detail and/or on plot plan.
,
for requirements. Show
Foundation and/or wall/pool excavations must be respected and approved by the consulting ✓geologist,
geotechnical engineer, prior to the placing of steel or concrete.
The Geotechnical Engineering Units approval is attached (dated 1/17/95 ).
Reviewed by Date 1 / 13 / 9 5
48-0052
9-6-94
F-RS:FORM.7
GITECHNICAL ENGINEERING REVI� SHEET
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
MATERIALS ENGINEERING DIVISION
Address: 900 S. Fremont Ave.
Alhambra, CA 91803
Telephone: (818) 458-4925
Buttress
Tract 30345 Lot 3
Location #4 Canvon Mesa Lane, Rollina Hills
Developer/Owner Del Amo Savinas
Engineer ---
Geotechnical Engineer AGI (4-1629-10)
Geologist Ehlert (3171-94-AG)
Final Grading Report
(Grading Plan Check No. 4348 )
Review of:
District Office
Sheet 1 of 1
DISTRIBUTION:
12.02
I Drainage and Grading
I Geo/Soils Central File
_ District Engineer
Geologist
Geotechnical Engineer
Engineer
Geotechnical Addendum Dated 12/28/94 Geologic Addendum Dated 12/23/94
Geotechnical Addendum Dated 1/13/95
Refer to references in review sheet dated 12/20/94
ACTION:
Plans are approved from a Geotechnical Engineering Standpoint.
Prepared by
r;e-e(
Scott T. Ezell
Date 1/17/95
NOTICE: Public safety, relative to geotechnical subsurface exploration, shall be provided in accordance with current codes for excavations, inclusive
of the Los Angeles County Code, Chapter 11.48, and the State of California, Title 8, Construction Safety Orders.
SR9.FGR4348