HomeMy WebLinkAboutParcel Map 20873-2 Geotech Report Final Grading
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I SOiL TiECHJ INC.
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Geotechnical Soli
Consultants . Geology . Engineering
Inspection
& Testing
Material
Testing
GEOTECHNICAL REPORT OF FINAL GRADING
Proposed Commercial Development
Parcel 2 of Parcel Map 20873, Westpark
43250 Business Park Drive,
Temecula, Riverside County, California
Project Number: T3704-C
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Prepared For:
Wescon Properties
18102 Sky Park South, Suite A-1
Irvine, CA 92714
Corporate Ollice:
41607 Enterprise Circle North
Fbst Office Box 1568
Temecula, California 92390
(714) 676-2745 I FAX, (714) 699-1757
Lancaster Office:
647 West Avenue L-14
Suite A
Lancaster, California 93534
(805) 942-0991 I FAX, (805) 723-3685
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I SOiL TiECHJ INC.
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May 8, 1992
Geotechnical Soli Inspection Material
Consultants . Geology . Engineering . & Testing . Testing
Wescon Properties
Attn: Mac McNulty
181 02 Sky Park South, Suite A-1
Irvine, CA 92714
(714) 250-5960
Regarding:
References:
Geotechnical Report of Final Grading
Proposed Commercial Development
Parcel 2 of Parcel Map 20873, Westpark
43250 Business Park Drive,
Temecula, Riverside County, California
Project Number: T3704-C
1)
Soil Tech, Inc., March 13, 1990, Addendum 1 - Geotechnical testing I
Precise Grading Report, Parcel 2 of Parcel Map 20873, Project Number
T3425-C.
2)
,Soil Tech, Inc., December 13, 1990, Pad ReCertification, Parcel 2 of Parcel
,Map 20873, Westpark, Project Number T3704-C.
3)
Soil Tech, Inc., December 20,1990, Pad Re-Certification, Parcel 2 of Parcel
Map 20873, Building E, Westpark, Project Number T3704-C.
4)
Soil Tech, Inc., December 21, 1990, Pad Re-Certification, Parcel 2 of
Parcel Map 20873, Building E, Westpark, Project Number T3704-C.
5)
,Soil Tech, Inc., January 2, 1991, Addendum to Letter Dated, December
21, 1990, Pad Re-Certification, Parcel 2 of Parcel Map 20873, Buildings
A, B, C, D, Westpark, Project Number T3704-C.
6)
Soil Tech, Inc., January 15,1992, Addendum to Letter Dated January 2,
1991, Footing Retest / Building A, Parcel 2 of Parcel Map 20873, Project
Number T3704-C.
7)
Robert H. Parlee, Precise Grading Plan, dated August 19,1989.
Corporate Office:
41607 Enterprise Circle North
Post Office Box 1568
Temecula, California 92390
(714) 676-2745 I FAX, (714) 699-1757
Lancaster Office:
647 West Avenue L-14
Suite A
Lancaster, California 93534
(805) 942-0991 I FAX, (80S) 723-3685
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Wescon Properties
Parcel 2 of PM 20873, Westpark
Project Number: T3704-C
May, 1992
Page 2
Gentlemen:
Transmitted herewith are the results of relative compaction testing conducted by Soil Tech,
Inc. for the finish pad grade verification for buildings A through E, on-site water, sanitary sewer,
and electrical utility trench backfill as well as the subgrade and aggregate base testing for the
pavement areas on the subject site.
Relative compaction testing was conducted for the finish pad grade verification and during the
utility trench backfill and pavement grading operations performed from December 6, 1990
through February 3, 1992 on the subject site. Maximum dry density - optimum moisture
content relationship tests were conducted on samples of the materials used for backfill. The
tests were performed in general accordance with ASTM D1557-78 procedures. The test results
are presented on Exhibit I. Relative compaction testing was performed in general accordance
with ASTM D2992-81 and D3017-78 procedures for determining in-place density and moisture
content, respectively, using nuclear equipment. Test results are presented on Exhibit II and
III.
Laboratory and field testing results indicate relative compaction greater than or equal to ninety
(90%) percent within the referenced pad areas, utility trench backfill and pavement subgrade
and relative compaction greater than or equal to ninety-five (95%) percent within the pavement
aggregate base material. The finish pad verification, water, sanitary sewer, and electrical utility
trench backfill, pavement subgrade and pavement aggregate base grading operations were
performed in accordance with the referenced geotechnical report and meet the minimum
standards and requirements of the City of Temecula Building and Safety Department. The
findings of this report are based on generally accepted engineering principles and practices.
Soil Tech, Inc.
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Wescon Properties
Parcel 2 of PM 20873. Westpark
Project Number: T3704-C
May, 1992
Page 3
No further warranties are implied or expressed beyond the direct representations of this report.
Thank you for the opportuni1y to provide these services. Please direct any questions you may
have regarding this report to this office at your convenience.
Respectfully Submitted,
SOIL TECH, INC.
Prepared By:
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Distribution: (4) Addressee
Jason D. Gardner
Staff Engineer
JDG:DLC/dt
Soli Tech, Inc. 3
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APPENDIX A
LABORATORY TEST DATA SHEETS
Soli Tech, Inc. \ \
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PROCTOR TEST REPORT
o
2.5
5
7.5
113
12.5
Water content, %
NModi~ied>> Proctor, ASTM D 1557, Method A
Elev/
Depth
Classi~ication
USCS AASHTO
Nat. ~ G LL
Moist.!"'P, .
2.751
3M
PI
ZA'J . ~or I
SP.G.= I
2.75 I
15
x > X <
No.4 No. 21301
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TEST RESULTS
MATERIAL DESCRIPTION
Optimum
Maximum
CLAYEY SILTY SAND,
BROWN
mo i s t ur e = 8. 2 __Xv-------~'>
dry densitYV=~vPc~
Project No.: T3425-C
Remarks:
12-14-913
Project: WESCON
Location: PARCEL #2 0 PARCEL MAP 20873
Date:
SAMPLE #1
2-15-90
II COLLECTED
II
IIFigUre No.
PROCTOR TEST REPORT
SOIL TECH LABORATORIES
BY JML
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125
1210
PROCTOR TEST REPORT
I I I I \ T I I I I
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ZA'J Tot
Sp.6.=
2.75
13
2.5
5
7.5
10
12.5
15
Water content, ~
NModi-fiedN Proctor, ASTM D 1557, Method A
Elev/
Depth
Classi-l'ication
USCS AASHTO
Nat. ~ 6
..:>p. .
Moist.
~ > ~ <
No.4 No.20(
LL
PI
3M
I 2.75
TEST RESULTS
MATERIAL DESCRIPTION
Optimum moisture = 7.5 ~'----"
Maximum dry densit7/=';33~-f'
CLAYEY SILTY SAND,
BRmlN
I Project No.: T3425-C
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:.::-14-"'~
I
SAMPLE #2
COLLECTED BY JML
II
IIFigure No.
Project: WESCON
Location: PARCEL #2 0 PARCEL MAP 213873
BUILDING C
Date: 2-15-90
PROCTOR TEST REPORT
SOIL TECH LABORATORIES
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PROCTOR TEST REPORT
3
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---'----'
8
10.5
13
15.5
Water content, %
NModi~iedN Proctor, ASTM D 1557, Method A
Elev/
Depth
PI
Classi'l'icat ion
USCS AASHTO
Nat.
Moist.
Sp.G.
8M
2..65
ZAV TOt
SP.G.=
2.70
,18
% > % <
No.4 No.2m
TEST RESULTS
MATERIAL DESCRIPTION
SILTY SAND, BROWN
Optimum moisture = 10
Maximum dry density =
~, /
129_0
,RemarkS:
115-13-91
II SAt1PLE #4
llCOLLECTED :8'( JG
II
Ii
1\
1\
!IFiglJ.re Ho.
Pro.ject No.: T3704-C
Proje.:t: WESCml PROPERTIES
Location: PARCEL 2 OF PARCEL MAP 20873
Da.te: 5-13-91
SEWERL I t'~E
PROCTOR TEST REPORT
SOIL TECH LABORATORIES
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PROCTOR TEST REPORT
115
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SP.G.=
2.713
1113
1135
113
12.5
15
17.5
213
5
7.5
Water content. r.
NModi-l'iedN Proctor. ASTM D 1557. Method C
Elew"
Depth
Classi-l'ication
USCS AASHTO
Hat.
Moist.
:-: > :-: <
No.4 No. 200
Sp.G.
LL
PI
SP
2.713
TEST RESULTS
MATERIAL DESCRIPTION
Optimum moistur. = 12.7 :-:
Maximum dry density = 119.6 pc-l'
GRAVELLY SAND, GREY
Pl"'oject No.: T37a4-C
Project: WESCON CONSTRUCTION
Location: PARCEL 2 OF P.M. 213873
Remarks:
COLLECTED 132-133-92 BY JG
SAMPLE #5
Date: 02-03-92
PROCTOR TEST REPORT
SOIL TECH LABORATORIES
Figure No.
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FIGURE 1
COMPACTION TEST REPORT SITE PLAN
Soli Tech, Inc.
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