HomeMy WebLinkAboutAs-Built Geology/Final Compaction Rpt ' Converse Consultants Inland Empire Consulting Engineers
and Geologist
630 East Brier Drive, Suite 100
San Bernardino, California 92408
Telephone 714 1889-8004
FAX 714 889-4830
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1 �
' AS-BUILT GEOLOGY AND
FINAL COMPACTION REPORT OF ROUGH
GRADING
Tracts 24134-1 , 24134-2,
24134-3 and 24134-4
Paloma Del Sol
' Master Plan Community
Temecula, California
Conducted for:
' Mesa Homes
28765 Single Oak Drive
' Suite 100
Temecula, California
' CCIE Project No. 88-81-148-03
' February 13, 1991
' ® Printed On Recycled Paper A Wholly Owned Subsidiary of
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' Converse Consultants Inland Empire Consulting Engineers
and Geologist
' 630 East Brier Drive, Suite 100
San Bernardino, California 92408
Telephone 7141889-8004
' FAX 714 889-4830
February 13, 1991
Mesa Homes
28765 Single Oak Drive, Suite 100
Temecula, California 92390-0295
' Attention: Mr. Csaba F. Ko
' Subject: AS BUILT GEOLOGY AND FINAL COMPACTION
REPORT OF ROUGH GRADING TRACTS 24134-1,
' 24134-2, 24134-3 and 24134-4
Paloma Del Sol Master Planned Community,
City of Temecula, California
' CCIE Project No. 88-81-148-03
Converse Consultants Inland Empire (CCIE) prepared this report containing results of
geologic mapping, laboratory analysis and field density testing performed during
rough grading of the subject site.
The approximate locations of field density tests and geologic mapping are shown on
' Drawings 1 through 9 of the 1 " =40' scale, rough grading plan, prepared by Church
Engineering of San Diego, California.
Based on the results of our geologic observations and field density testing, it is our
opinion that the earthwork associated with the grading of the site has been
' performed in accordance with sound geologic and soil engineering practices.
® Printed On Recycled Paper A Wholly Owned Subsidiary of
The Converse Professional Group
t We appreciate the opportunity to be of service to you. If you have any further
questions, or need further assistance, please do not hesitate to call us.
Very Truly Yours,
' CONVERSE CONSULTANTS INLAND EMPIRE
Steven C. Helfri
' Principal Engineer
Dist: 8/Addressee
1
88-81-148-03
Convene Consultant,Inland Empire
PROFESSIONAL CERTIFICATION
' This report has been prepared by the staff of Converse Consultants Inland Empire
under the professional supervision of the Principal Engineer and Senior Engineering
Geologist whose seals and signatures appear hereon.
' The findings, conclusions, recommendations, or professional opinions presented in
this report were prepared in accordance with generally accepted professional
' engineering practice. There is no other warranty, either express or implied.
' Steven C. Helfrich,'GE 89 ark B. Schluter, CEG 1415
Principal Engineer Senior Geologist
1
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' 88-81-148-03
' Converee ConsuHnnss Inland Empire
' TABLE OF CONTENTS
SUMMARY OF WORK PERFORMED . . . . . . . . . . . . . . . . . . . . . . . . 1
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
' Rough Grading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
' MOISTURE CONDITIONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
' GEOLOGIC CONDITIONS 3
Earth Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Fill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
' Pauba Formation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Faults Exposed During Grading . . . . . . . . . . . . . . . . . . . . . . . . . . 5
' Slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Groundwater Seepage . 6
' CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
' RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Foundation Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
' Post-tensioned Slabs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
Pre-Soaked Building Pads . 9
Slabs-on-Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Lateral Earth Pressure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Preliminary Pavement Design . . . . . . . . . . . . . . . . . . . . . . . . . . 11
' Site Drainage . . . . . . . . . . . . . . . . . . . . . . 11
Slope Protection and Maintenance . . . . . . . . . . . . . . . . . . . . . . . 12
On-site Trench Backfill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
' Continuing Observation and Testing Services . . . . . . . . . . . . . . . . 16
' LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
REFERENCES
APPENDIX A - Laboratory Test Data
APPENDIX B - Summary of Field Density Tests
TEST LOCATION AND GEOLOGIC MAPS - (40 scale) - in pocket (9 sheets)
1
' 88-81-148-03
' Converse Consultants Inland Empire
' SUMMARY OF WORK PERFORMED
General
' This report covers tracts 24134-1 , 24134-2, 24134-3 and 24134-4. Earthwork
was performed by E.L. Yeager Construction, Inc., of Riverside, California. During
April 5, through August 23, 1990, observations and testing were conducted by
CCIE at the subject sites. Accepted engineering and testing procedures were
' employed to evaluate preparation of the natural ground surface and placement and
compaction of the fill.
' Rough Grading
Rough grading for the subject sites was performed in accordance with the
' "Geotechnical Investigation" report dated January 17, 1989 and the earthwork
specifications at the location shown on Figure 1, "Location of Grading".
' Canyons exposing unsuitable alluvial/colluvial soils were excavated. The exposed
excavated surface was then scarified, brought to near optimum moisture content
and compacted prior to placement of excavated soils as fills. Existing surficial slope
failures mapped during our geotechnical investigation were removed during grading.
Fills were placed in loose, 6 to 8 inch thick lifts. Fill materials were brought to near
' optimum moisture and mixed by an 824 dozer pulling a bee gee. Rough grading was
accomplished by Caterpillar 633, 651 and 657 scrapers, 10,000 gal. water pulls and
824 dozers. Motor graders were utilized to fine grade lots.
After clean out, and prior to filling the canyons, the canyon subgrade was observed
by a certified engineering geologist. It was observed that the canyon bottoms
' contained clean sands. Accordingly, canyon subdrains were not considered
necessary due to the free draining characteristics of the subgrade.
' Where fills were placed against existing slopes steeper than 5:1 (horizontal:vertical),
the existing slopes were keyed and benched to provide a series of approximately
level benches to seat the fill and remove the compressible colluvial soils.
Where lots indicated a cut/fill transition at finish pad elevation, the lots were
' overexcavated a minimum of three feet below final lot grade. The bottom was
then scarified, brought to near optimum and compacted prior to placing fill.
' 88-81-148-03
1
' Converse Cona"ttante Inland Emplre
Note: Northeast comer and MIND easement
' are not a part of this report
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LOCATION OF GRADING
PALOMA del SOL Master Plan ComnwaWy
Project No.
Temecula,Calfomia 88-81-148-03
for.Mesa Homes
Figwe No.
CONVERSE CONSULTANTS INLAND EMPIRE
I 1
' Fill slopes were overfilled 3 to 4 feet and compacted as they were filled horizontally
with the fully loaded heavy equipment. The overfilled slope face was then track
' rolled with the D-8 and D-9 dozers. The slope face was then trimmed back to grade
by the D-8 dozer equipped with a slope board.
' The laboratory maximum dry density was determined in accordance with the ASTM
D1557-78 (five layer) method. Single check points were performed throughout the
project.
' A total of 879 in-place density tests were performed by the sand cone (ASTM
' D1556-64) and nuclear gauge (ASTM D2992-78) methods during site grading.
Where the field tests indicated that the specified degree of compaction had not
been obtained, the area was reworked and additional compactive effort was applied
' until desired compaction was achieved and verified by additional testing.
' MOISTURE CONDITIONING
We understand the lots will not be built upon in the next few months.
' Recommendations regarding potential expansion characteristics at the present soil
moisture contents would not necessarily be valid after the subgrade soils have lost
significant moisture. Accordingly, our recommendation is to moisture condition (pre-
soak) selected lots before construction.
' GEOLOGIC CONDITIONS
Geologic observations and mapping were performed during rough grading of the
' subject tracts. The purpose of these observations were to:
1 . Confirm subsurface conditions as observed in our geotechnical investigation.
' 2. Evaluate geologic conditions and features exposed on newly created cut and
fill surfaces within the tract.
3. Provide additional geotechnical recommendations for project grading.
' Geologic information obtained during mapping of building pad areas, slope exposures
and street subgrades is included in Appendix A and on Drawings 2 through 9.
' 88-81-148-03
3
' Converse Consultants Inland Emplro
Earth Materials
' Earth materials exposed at surface grades within the tract consisted primarily of
compacted soils in fill areas and Pauba Formation bedrock (Qp) in cut areas.
Exposures of colluvial (Qcol) and alluvial sediments (Qal) were very limited to non-
existent as these materials were excavated to expose competent material prior to
placement of compacted fills. Areal distribution of the fill and bedrock cut areas
' are shown an Drawings 2 through 9 and briefly discussed below.
' Fill (Mar) Symbol: Within Black Line Border)
Fill materials consisted of processed mixtures of on-site soils and Pauba Formation.
' The cut portion of cut/fill transition lots were overexcavated and were included in the
areas mapped as fill.
' Pauba Formation (Mai) Symbol: Qo, Qoss, Qosli)
The Pauba Formation of late-Pleistocene age (Kennedy, 1977) consists of distal
' alluvial fan and braided channel deposits, with numerous intra-formation
unconformities. Sedimentary features characteristic of the depositional environment
such as channel features, lenses, and cross-bedding were observed in cut areas on
' slopes and building pads.
Lithology of the Pauba Formation is highly variable, consisting of poorly interbedded
' to massive, moderately to well consolidated, fine to coarse sandstones, siltstones,
and claystones. Bedrock structures within the Pauba Formation varied over relatively
short distance. Bedding attitudes recorded at the site indicate strikes being roughly
' northeast-northwest, with dips varying from nearly horizontal to 100. Bedding
attitudes of localized depositional channel deposits and lenses were also recorded.
' Numerous horizontal and gradational bedding boundaries were also observed. The
Pauba Formation was mapped mainly as undifferentiated (Qp). Distinctive
sandstones (Qpss) and siltstone (Qpslt) lithologies were mapped within
' undifferentiated Pauba.
Sandstone (Qpss) units exposed on lots 1-3, 32-3, 54-3, 55-3, 57-3, 58-3, 59-3,
' 65-3, 66-3, 1-4 and 2-4 consisted of clean sands with little to no cohesive binder.
These earth materials are judged to be more susceptible to erosion than other site
materials. This condition should be anticipated during construction and mitigated
with appropriate landscaping and maintenance.
88-81-148-03
4
' Converse Consuhants Inland Empire
' Faults Exposed During Grading
No faults were observed or mapped during site grading for the subject tracts.
' Slopes
1 Cut and fill slopes have been graded at 2:1 (horizontal:vertical). No adverse geologic
structures were observed on these slopes.
' Groundwater Seeoage
' Groundwater seepage was not observed on the slopes, building pads, street
subgrades, or canyon bottoms during site grading.
' CONCLUSIONS
' • Results of density tests in fill indicate a relative compaction of at least 90
percent of the laboratory maximum dry density. A total of 879 field density
tests were performed and their approximate locations are shown on Drawings
2 through 9.
• A statistical analysis was performed on the distribution of relative compaction
results. A histogram of this is shown on Figure 2.
' • Based on the results of our observations and testing, it is our opinion that the
earthwork associated with the grading of the site has been performed in
general accordance with recommendations presented in the referenced reports.
• Expansive soil conditions have been evaluated for each lot. Lots that exposed
materials considered to have low expansive potential were visually classified.
Representative samples of the soils near pad grade were recovered for
classification and expansion index testing. The results of the tests are
' presented in Appendix A. Classification of each lot, based on these test
results, is presented on Table 1 .
' • Groundwater was not encountered during grading, and is not expected to
adversely impact development of the site as proposed.
' • Fill slopes have been graded at 2:1 (horizontal vertical) or flatter, and are
considered to be grossly stable.
88-81-148-03
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' Converse Consultants Inland Empire
' 2 1 1 2s
20 20
15 1s
' 1 dl 10
1
5 5
' 0
80 85 90 95 100
RELATIVE COMPACTION, Percent
1
Soil Type: All
' Number of Tests: 878
Average: 92.2
Standard Deviation: 2.49
' Coefficient of Variation,%: 2.70
Comments:
HISTOGRAM OF COMPACTION TEST RESULTS
PALOMA DEL SOUMESA HOMES TRACTS 24134,-1,-2,-3,-4 Project No.
' TEMECULA, CALIFORNIA 88-81-148-03
Converse Consultants Inland Empire
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' • Cut slopes graded at 2:1 (horizontal:vertical) or flatter are anticipated to be
grossly stable due to the generally massive nature of the bedrock materials and
the lack of continuous adverse geologic structure. Some surficial erosion may
' occur prior to the establishment of vegetation, particularly where there are
sands with little or no cohesion.
• Although grading for the lots is considered suitable at the time of completion,
natural weathering and degradation may occur over time in the near-surface
' soils within the graded areas. It has been our experience that deterioration of
surficial soil conditions may develop if a significant time period elapses before
construction.
' • Properly compacted fills will settle due to their weight. The amount of
settlement will depend on fill thickness and future changes in the moisture
I conditions. Maximum expected settlements are on the order of about 1 % of
the total fill thickness.
' RECOMMENDATIONS
Foundation Design
' The proposed structures may be supported by conventional (continuous) footings or
isolated spread footings. Post-tensioned slabs may be used on lots that have highly
' expansive soils exposed at pad grade. The depth of embedment and reinforcement
should be determined by the soils expansion potential as shown on Table 2,
"Suggested Guidelines for Design of Foundation/Slab Systems. Alternatively,
' expansive soils may be removed and replaced with low expansive fill to a depth of
at least 3 feet. We will review any further alternatives that may be proposed by
structural engineer. Footings may be designed using an allowable bearing pressure
' of 2,000 pounds per square foot, which may be increased by one-third for short
duration loadings such as wind or seismic forces. Footings for structures or retaining
walls should be setback from slopes in accordance with the Uniform Building Code
0 988 edition), Section 7011 .
' Post-tensioned Slabs
Building foundation on high expansive lots 6-1, 14-2, 9-2, 44-2, 1-3, 42-3, 44-3
' should be pre-soaked and constructed with post-tensions slabs. Foundation elements
should be designed for a high (91-130) expansion index (UBC 29-2) value. Positive
drainage must be provided away from structures as recommended in the Site
' Drainage section of this report. Other applicable project specifications and
recommendations should be followed. For design purposes, a differential movement
of about 2 inches over a 15 foot span should be expected.
' 88-81-148-03
8
' Converse Consultants Inland Empire
' Pre-Soaked Building Pads
' Building foundations on medium expansive lots 1-1 , 12-1 , 8-2, 46-2 should be pre-
soaked prior to constructing concrete slabs. Guidelines for pre-soaking are shown
on Table 2 under Sub-grade Moisture Requirement at Time of Construction.
Slabs-on-Grade
' Slabs should have a minimum thickness and reinforcement as recommended in Table
2. All loose or disturbed subgrade areas should be recompacted prior to concrete
' pour. Polyethylene plastic moisture barriers of 6-mil thickness should be placed
under the slabs. The moisture barrier should be protected with 2 inches of sand
placed above and below the moisture barrier to prevent punctures and to aid in the
' concrete cure. Joints should be lapped a minimum of 6 inches and properly sealed.
' Lateral Earth Pressures
Resistance to lateral loads can be provided by friction acting at the base of the
' foundations and by passive earth pressure. A coefficient of friction of 0.33 may be
assumed with the dead load forces. An allowable passive earth pressure of 200 psf
per foot of depth to a maximum of 2,000 psf may be used for the sides of footing
' poured against properly compacted fill or natural soils. The allowable passive
pressure may be increased 33% for lateral loading due to wind or seismic forces.
Retaining walls should be designed for an equivalent fluid pressure of 30 psf per foot
' of depth. Adequate wall drainage, consisting of subdrains and weep holes, should
be provided.
' 88-81-148-03
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' Converse Consultants Inland Empire
TABLE 2
' SUGGESTED GUIDELINES FOR DESIGN OF FOUNDATION / SLABS SYSTEMS
FOUNDATION SYSTEM TYPE I TYPE II TYPE III TYPE IV TYPE V
Expansion Potential Very Loin Lox Medium High Very High
Expansion Index (E.I.) 0 — 20 21—50 51 — 90 91 —130 Above 130
' Footing Depth One Two One Two One Txo One Two One Two
Story Story Story Story Story Story Story Story Story Story
Perimeter 12" 1a" 12" Ion 18" le" 19" 18" 30" 30"
lnterlor 12" 19" i2" I6" 12" i6" I8" 18" le" Ie"
' Fooling Reinforcement Not 1-Ok 4 ear 1-eP: 4 Bar 2-// 4 Bars 2-0 4 Bars
Mandatory 'Top 9 Bottom Top B Bottom Top a Bottom Top 6 Bottom
12" X12" W/ leX12" W/ 12"X12" W/ 18"X18" W/
' Garage Grade Boom Not 1-0 4 Bar 1-0 4 Bar V# 4 Bar 1-f/ 4 Bar
Mandatory
At Door Opening Ma Top 6 Bottom Top 8 Bottom Top 8 Bottom Top B Bottom
Floor Slab Thickness 4" Nominal 4" Nominal 4" Nominal 4" Actual 6" Nominal
Floor Slab Relnforcemerd Not
' Mndotory " e 4 of 18" o.c.
Dwellings 6"X6"-d 10/ff 10 6 X6 - 1 10 91*10 6 %6"-ff 6%o6" Each Way
Garages Not Mandatory 6 %6� �k p//p l0 6"X6"-766/#6 6 X6'/p 6/yp5
' Svbgrode Moisture 0pumlsa OpLinun 1200% of Oplimum 120Yeof Optimum 120%of Optimum
Requirement of Time 0C or Moisture 10 12" Moisture to 18" Moisture to 18"
of Construction higher Higher: Below Stab Below Stab Below Slob
1Y
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FOUNDATION RECOMMENDATIONS
' PALOMA del SOL Master Plan Community Project No.
Temecula, California 88-01-148-03
for: Mesa Homes
' � CONVERSE CONSULTANTS INLAND EMPIRE
' Converse Consultants Inland Empire
' Preliminary Pavement Design
Prior to placement of base course and asphalt, the upper 12 inches of subgrade soils
Ishould be scarified, moisture-conditioned and recompacted to at least 90% relative
compaction. Based on R-value test on representative samples, preliminary pavement
' sections recommended for design are presented on Table 3. Traffic index
information present on Table 3 was obtained from RBF Engineers. Minimum
thicknesses of asphalt concrete (AC), based on information provided to us by the
County of Riverside and the City of Temecula, are as follows:
' MINIMUM
TRAFFIC AC
INDEX THICKNESS (FT)
' 5.0 0.21
5.5 0.21
' 6.0 0.21
6.5 0.21
A minimum thickness of Aggregate base (AB) is not mandated by the building
officials. However, we recommend that a minimum of 0.33 ft (4 inches) thick layer
of Class II AB be provided beneath all pavements. The base course provides
' pavements support as well as drainage beneath the pavement. Improvement
methods, such as lime treatment of the subgrade soils, may be effective to improve
the pavement characteristics and to reduce the pavement sections presented in Table
' 3. Preliminary evaluation of lime treatment indicates that 2% by weight lime mixed
with the on-site soils to a depth of about 6 to 8 inches will result in an R-value of
greater than 60. Minimum AC and minimum AB will, therefore, be sufficient to
' support the anticipated Traffic Indices (TI) up to a TI of 6.5. Additional R-value
testing will be required prior to paving to verify the appropriateness of the
recommended pavement sections presented on Table 3. We understand that R-
value tests should be performed at feet intervals to verify subgrade conditions
based on present Road Department guidelines.
' Site Drainage (Post-Construction)
Adequate positive drainage should be provided away from structures to prevent
ponding and to reduce percolation of water into the foundation soils. We
recommend that slopes for surface drainage be constructed at 2% to 4% in
landscaped areas and 1 % to 2% in paved areas. Planters and landscaped areas
adjacent to the building perimeter should be designed to minimize water ponding and
infiltration into the subgrade soils. Planters adjacent to foundations should have a
88-81-148-03
11
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' Converse Consultants Inland Empin,
drainage system to conduct water to a collection point for disposal. Homeowners
should be advised of their responsibility for maintaining adequate drainage.
' Slope drainage devices should be constructed in accordance with Chapter 70 of the
Uniform Building Code (1988 Edition). Lot drainage should preclude the possibility
of flow over slope faces with the use of brow ditches, earth beams and other
' methods.
Slope Protection and Maintenance
' We understand that Mesa Homes will maintain all slopes on the development until
that responsibility is turned over to the individual homeowners or the homeowners
associations. The following recommendations are made to provide guidance for all
future users of this property.
' Proposed slopes should be planted as soon as possible after construction. Slopes
will require maintenance through time to perform in a satisfactory manner. In most
' cases, slope maintenance can be provided along with normal care of the grounds and
landscaping. Cost of maintenance is less expensive than repair resulting from
neglect.
The presence of permeable sandstone materials over less permeable siltstone and
claystone material within the Pauba Formation could trap infiltrated water (landscape
' irrigation and/or rainfall) and produce seepage at the surface exposures of these
contacts. Fault traces containing gouge zones may also act to restrict groundwater
flow and surface infiltration. Seepage conditions daylighting out on the slope surface
' may produce nuisance raveling and possible instability. Local drainage and/or
seepage collection devices may be required to be installed by homeowners if these
conditions were to develop in the future.
Most hillside lot problems are associated with water. Uncontrolled water from a
broken pipe, excess landscape watering, or exceptionally wet weather causes most
' damage. Drainage and erosion control are paramount in regards to long-term slope
stability and performance. It is important that the drainage patterns and slope
protection provisions be established at the time of fine grading and maintained
' throughout the life of the project. The provisions incorporated into the graded site
must not be altered without competent professional advice.
' Terrace drains and brow ditches on the slopes should be periodically maintained and
kept clean of debris so that water will not overflow onto the slope, causing erosion.
' 88-81-148-03
12
' Converse Consultants Inland Empire
' TABLE 3
ASPHALT PAVEMENT SECTIONS
' TRACT 24134
Recommended Preliminary
Pavement Section
' Traffic
Portion of Roadway Index Asphalt Base
Roadway (Station Nos. or Section) Ll1 R-Value 2t n
' Corte 5+89 to 17+75 5.5 32 0.21 0.63
Alamonte 17+75 to 19+60 6.5 32 0.21 0.86
' Corte entire 5.5 68 0.21 0.33
Montilla
Calle 7+50 to 12+50 5.5 68 0.21 0.33
Barcaldo 12+50 to 15+50 5.5 17 0.21 0.87
' Calle
Veronica entire 5.5 32 0.21 0.63
Via
' Cerda entire 6.5 45 0.21 0.62
Corte
Rimola entire 5.5 45 0.21 0.42
' Via
Gandia 15+80 to 19+55 5.5 45 0.21 0.42
Cala 6+63 to 12+00 5.5 35 0.21 0.58
Carrasco 12+00 to 19+58 5.5 45 0.21 0.42
' Corte
Calanda entire 5.0 19 0.21 0.70
' Corte 15+50 to 17+30 5.0 17 0.21 0.73
Tolosa 17+30 to 22+12 5.0 25 0.21 0.61
' Via
Espirito entire 6.5 25 0.21 0.99
Cala
' Rosso entire 5.0 36 0.21 0.45
Corte
Abanilla entire 5.0 44 0.21 0.34
88-81-148-03
Converse consultants Inland Empire
' TABLE 3
(con't)
t ASPHALT PAVEMENT SECTIONS
TRACT 24134
Recommended Preliminary
Pavement Section
Traffic
Portion of Roadway Index Asphalt Base
' Roadway (Station Nos. or Section) L1 R-Value jf l LtL
Corte
Cabello entire 5.0 44 0.21 0.34
Corte
' Siero entire 5.0 44 0.21 0.34
Via
' Campanario 7+00 to 15+50 5.0 45 0.21 0.33
15+50 to 20+00 5.0 38 0.21 0.42
1
1
' 88-81-148-03
Conveme Consultants Inland Emplm
' TABLE 3-A
ASPHALT PAVEMENT SECTIONS
TRACT 24134
Recommended Preliminary
Pavement Section
' Traffic
Portion of Roadway Index Asphalt Base
Roadway (Station Nos. or Section) a R-Value iftl Lftl
' Corte 5+89 to 17+75 5.5 32 0.25 0.55
Alamonte 17+75 to 19+60 6.5 32 0.25 0.78
Corte entire 5.5 68 0.25 0.33
Montilla
Calle 7+50 to 12+50 5.5 68 0.25 0.33
Barcaldo 12+50 to 15+50 5.5 17 0.25 0.79
' Calle
Veronica entire 5.5 32 0.25 0.55
Via
' Cerda entire 6.5 45 0.25 0.54
Corte
Rimola entire 5.5 45 0.25 0.34
' Via
Gandia 15+80 to 19+55 5.5 45 0.25 0.34
' Cala
Carrasco 6+63 to 12+00 5.5 35 0.25 0.50
12+00 to 19+58 5.5 45 0.25 0.34
' Corte
Calanda entire 5.0 19 0.25 0.62
' Corte 15+50 to 17+30 5.0 17 0.25 0.65
Tolosa 17+30 to 22+ 12 5.0 25 0.25 0.53
' Via
Espirito entire 6.5 25 0.25 0.91
Cala
1 Rosso entire 5.0 36 0.25 0.37
Corte
1 Abanilla entire 5.0 . 44 0.25 0.33
' 88-81-148-03
Converse Consultants Inland Empire
' TABLE 3-A
(con't)
ASPHALT PAVEMENT SECTIONS
24 3 t TRACT 1 4 C
' Recommended Preliminary
Pavement Section
Traffic
Portion of Roadway Index Asphalt Base
Roadway (Station Nos. or Section) (TI) R-Value Ltl jut)
' Corte
Cabello entire 5.0 44 0.25 0.33
' Corte
Siero entire 5.0 44 0.25 0.33
Via
Campanario 7+00 to 15+50 5.0 45 0.25 0.33
15+50 to 20+00 5.0 38 0.25. 0.34
t
' 88-81-148-03
Con.n,a Consultants Inland Empire
' • A suitable proportion of slope plantings shall have root systems which will
develop well below 3 feet, such as drought-resistant shrubs and low trees, or
equivalent. Intervening areas shall be planted with lightweight surface
plantings with shallower root systems. In any event, lightweight, low-
moisture planting shall be used.
' • Rodent burrowing, small concentration of uncontrolled surface/subsurface
water, or poor compaction of utility trench backfill on slopes shall be repaired
' and controlled as soon as possible.
• If completion of new slopes occurs during the rainy season, contingency plans
' shall be developed to provide prompt temporary protection against major
erosion/sloughing. Offsite improvement shall be protected from site runuff.
• Any erosion damage which occurs prior to the completion of the project shall
be repaired by the Contractor.
' Onsite Trench Backfill
' Trenches should be backfilled and tested in accordance with procedures described
in Section 306 of the "Standard Specifications for Public Works Construction" and
' the referenced reports. It is anticipated that the native soils will not be suitable for
jetting. Compaction will probably best be achieved by placing the material in lifts
and applying mechanical efforts on each lift.
Continuing Observation and Testing Services
' Observation and testing should be conducted by CCIE at the following stages of
construction:
' • Concurrent with trench backfill procedures.
• Concurrent with subgrade and aggregate base preparation and
compaction.
• Pre-soaking of expansive soil lots at time of construction.
' • When any unusual conditions are encountered.
' 88-81-148-03
16
' Convene Consultants Inland Empire
LIMITATIONS
The conclusions, recommendations and opinions developed during the course of
' CCIE's field assignments were based on our observations and experience, and on the
results of field and laboratory testing performed in accordance with applicable ASTM
standards. Based on these tests, observations, and our professional judgement, it
' is our opinion that the compacted fills referred to in this report meet the intent of the
project specifications and the recommendations of CCIE.
' Our field testing was performed at random locations and at various time intervals
during the fill placement operation. CCIE did not actually sample or test absolutely
' every portion of the fill material placed at this site. Our test results are considered
representative of the material tested within the compacted fills.
' This report presents opinions formed as result of our observation of fill placement.
We have relied on the contractor to continue applying the recommended compactive
effort and moisture to the fill to meet the projects specifications. Tests were made
' of the fill to calibrate our observer's judgment, and to provide data on the overall
compactive effort. These tests are not the sole basis for opinions on whether the fill
meets the specifications.
CCIE professional services were performed in accordance with the prevailing standard
of professional care as practiced by other geotechnical engineers and engineering
' geologists in this area of California. We make no other warranty, either express or
implied.
' 88-81-148-03
17
' Cortveree Consultants Inland Empire
REFERENCES
• Converse Consultants Inland Empire, "Geotechnical Investigation, Tentative
Tract 24134, Planning Areas 18, 33, and 34, Position of the Meadows,
Rancho California, California", Dated January 17, 1989 (CCIE Project No. 88-
81-148-01-F).
' • Converse Consultants Inland Empire, "Standard Earthwork Specifications,
Western Portion of the Meadows Master Plan Community, Temecula,
' California", dated March 8, 1990 (CCIE Project No. 88-81-148-03).
• "Rough Grading Plan Tract No. 24134-1 , 24134-2, 24134-3 and 24134-4,
County of Riverside, Sheets 1 through 11, prepared by Church Engineering
Inc., dated July 17, 1990 (scale: 1 " = 40').
' • Pacific Soils Engineering, Inc., "Fault Study 1400t acre Vail Meadows Project,
Rancho California, County of Riverside, California" dated August 17, 1987,
' work order 400082F.
' 88-81-148-03
' Converee Consultants Inland Empire
1
t
' APPENDIX A
LABORATORY TEST PROGRAM
88-81-148-03
' Convene Consultants Inland Empire
' APPENDIX A
LABORATORY TEST PROGRAM
Laboratory tests were conducted in our laboratory on representative samples for the
purpose of evaluating their physical properties and engineering characteristics. A
' summary of the various laboratory tests conducted is presented below.
Grain-Size Analyses
' To aid in the classification of the soils sieve and hydrometer analyses were
performed on selected soil samples. The analyses were performed in accordance
' with the ASTM D422 standard test method. Grain size distributions are presented
on Figures A-1 through A-13.
' Laboratory Maximum Density and Optimum Moisture
' Laboratory maximum density and optimum moisture tests were performed on soils
used as compacted fill. These tests were performed in accordance with the ASTM
' D1557-78 laboratory procedure. Laboratory maximum density and optimum moisture
curves are presented on Figures A-14 through A-17, entitled "Compaction Curve".
' Direct Shear Tests
Direct shear test were performed on samples remolded to 90% of the laboratory
maximum dry density at optimum moisture content. Three ring samples were
' prepared for each test, soaked and subjected to pre-determined vertical surcharge
load. Each ring was then sheared at a constant rate of strain. A range of normal
loads was applied and the shear strength envelope was determined. Results of the
' test are presented on Figures A-18 through A-24, entitled "Direct Shear Test".
Consolidation Tests
' Data obtained from this test, performed on remolded soil samples, were used to
evaluate settlement characteristics of the fill soils placed at the site. This test
' involved loading specimens into the test apparatus which continued porous stones
to accommodate vertical drainage during testing. Normal vertical axial loads were
applied to the sample through the porous stones, and the resulting vertical
88-81-148-03
Converse Cane"kante Inland Empire
deflections were recorded at various time periods. The load was increased after the
sample reached a reasonable site of equilibrium.
Samples were loaded at optimum moisture and submerged for additional loading.
Test results are shown on Figures A-25 through A-31, entitled "Consolidation Test".
' Atterberg Limits Test
' The liquid limit and the plastic limit of soils are often collectively referred to as the
' Atterberg limits. These limits distinguish the boundaries of the plastic soils. Test
were performed in accordance with the ASTM D4318-84 test method. Results of
the test are presented below.
' Atterberg Limits Test Results
Sample Plastic Plasticity Soils
Identification Liguid Limit LLMLt Index Classification
Lot 1-3 46.4 24.1 22.3 Silty Clay
' Lot 40-1 30.9 16.2 14.7 Clayey Sand
Lot 42-3 50.2 21.8 28.4 Sandy Clay
Lot 52-1 28.2 18.8 9.4 Clayey Sand
1
' 88-81-148-03
' Conveme Consultants Inland Empire
' Expansion Index (EI)
The expansion Index Test is used to determine the expansion potential of soils. The
tests were performed in accordance with the Uniform Building Code Standard
No. 29-2. Results of the tests are tabulated below.
Sample Identification Soil Description Expansion Index
Curve #7 Silty Sand with Clay 26
' Curve #9 Clayey Sand 2
Curve #11 Silty Sand 0
' Curve #14 Silty Sand 0
Curve #15 Clayey Sand 4
' Curve #16 Sandy Clay 75
Curve #17 Sandy Clay 94
Lot 1-1 Clayey Sand, with silt 60
' Lot 1-1 Clayey Silt 90
Lot 3-1 Clayey Sand 43
' Lot 6-1 Sandy Clay, with silt 106
Lot 6-1 Clayey Sand 48
' Lot 7-1 Clayey Sand 47
Lot 10-1 Clayey Sand 45
' Lot 12-1 Clayey Sand, with silt 54
Lot 12-1 Clayey Sand 51
' Lot 14-1 Sandy Clay, with silt 104
Lot 14-1 Clayey Silt 31
Lot 15-1 Clayey Sand, with silt 15
' Lot 40-1 Clayey Sand, with silt 0
Lot 44-1 Clayey Sand, trace silt 11
Lot 52-1 Clayey sand, trace silt 3
Lot 68-1 Silty Sand 13
' Lot 72-1 Clayey Sand 12
Lot 73-1 Clayey Sand 40
' Lot 76-1 Clayey Sand 27
Lot 77-1 Clayey Sand, trace silt 1
Lot 1-2 Silty Sand, trace clay 0
1
88-81-148-03
' Canve,se Consuhants Inland Empire
Samole Identification Soil Description Expansion Index
Lot 5-2 Clayey Sand, trace silt 21
' Lot 7-2 Clayey Sand, trace silt 19
Lot 8-2 Clayey Sand, with silt 55
Lot 8-2 Clayey Sand 87
' Lot 9-2 Clayey Silt 148
Lot 19-2 Sandy Silt, with clay 49
' Lot 32-2 Silty Sand, trace clay 11
Lot 34-2 Silty Sand, trace clay 0
Lot 40-2 Sandy Silt, with clay 3
Lot 44-2 Silty Clay 114
' Lot 44-2 Silty Sand 6
Lot 46-2 Silty Sand, trace sand 57
Lot 46-2 Silty Sand 0
' Lot 51-2 Clayey Sand 6
Lot 1-3 Silty Clay, trace sand 109
' Lot 1-3 Clayey Silt 140
Lot 2-3 Clayey Sand, with silt 28
' Lot 3-3 Clayey Sand, trace silt 11
Lot 6-3 Silty Sand, trace clay 5
' Lot 9-3 Clayey Sand, with silt 10
Lot 10-3 Clayey Sand, with silt 12
' Lot 17-3 Clayey Sand, with silt 31
Lot 25-3 Clayey Sand, with silt 27
Lot 28-3 Clayey Sand, with silt 35
' Lot 42-3 Sandy Clay, with silt 128
Lot 44-3 Sandy Clay, with silt 123
' Lot 44-3 Clayey Sand 17
Lot 61-3 Sandy Silt, with clay 38
Lot 3-4 Silty Sand, with clay 19
Lot 4-4 Clayey Sand, with silt 5
' Lot 6-4 Silty Sand, with clay 29
Lot 40-4 Sandy Silt, with clay 18
Lot 44-4 Clayey Sand, trace silt 2
88-81-148-03
' Converse Consultants Inland Empire
Resistance R-Value Test
Bulk samples of soil were tested to determine the Resistance (R) value in
' accordance with State of California Standard Method 301-G. This test is
designed to provide a relative measure of the soil resistance value for use in
' pavement design. The results of the test are:
Resistance
' Sample Soil "R"
Location Deoth Description Vallee
Cala Rosso Sub-grade Clayey Sand 36
Sta: 6+00
Corte Siero Sub-grade Clayey Sand 44
Sta: 8+00
' Via Campanario Sub-grade Clayey Sand 45
Sta: 13 +00
Via Campanario Sub-grade Clayey Sand 38
' Sta: 18 +00
Cala Carrasco Sub-grade Clayey Sand 35
' Opp: Lot 28-2
' Corte Rimola Sub-grade Clayey Sand 45
Opp: Lot 59-2
' Cala Carrasco Sub-grade Clayey Sand 45
' Opp: Lot 7-2
Corte Calanda
Sta: 2 + 25 Sub-grade Sandy Clay 19
' 88-81-148-03
' Converse Consultants Inland Empire
Sample Soil Resistance "R"
Location Depth Description Value
' Corte Tolosa Sub-grade Silty Sand, with 25
Sta: 18 + 25 Clay
' Silty Sand
Calle Barcaldo Sub-grade 68
' Sta: 11 + 50
Sandy Silt, with
Calle Barcaldo Sub-grade Clay 17
Sta: 15 + 25
Silty Sand
Corte Almonte Sub-grade 32
Sta: 10 + 50
1
' 88-81-148-03
' Converse Consultants Inland Empire
VIA RAMI
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R-VALUE TEST LOCATION MAP
PALOMA DEL SOL MASTER COMMUNITY Project No.
Temecula, California 88-81-148-03
' for: Mesa Homes
Figure No.
Converse Consultants Inland Empire APPENDIX A
' UNIFIED SOIL CLASSIFICATION
COBBLES GRAVEL I SAND SILT OR CLAY
COARSE I FINE COARSE MEDIUM I FINE
U.S. SIEVE SIZE IN INCHES U.S. STANDARD SEW No. HYDROMETER
3 3/4 3/8 4 10 20 40 80 140 ZOO
100 0
' 80 20
F
x �
� ra
' 60 40
Ga
z z
a z
z 40 60 z
' a 04
w a
20 80
' p 100
103 lOZ 10 1 1p' 1(2 1(T
' GRAIN SIZE IN MILLIMETER
' SYMBOL BORING DESCRIPTION
O CURVE #7 SILTY SAND(SM)
❑ CURVE #8 SILTY SAND(SM)
' 0 CURVE #9 CLAYEY SAND(SC)
Q CURVE#11 SILTY SAND(SM)
' GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan Community, Tract 24134 Project No.
' Temecula, California 88-81-148-03
for: Mesa Homes
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A — 1
UNIFIED SOIL CLASSIFICATION
COBBLES GRAVEL SAND SILT OR CLAY
COARSE I FINE COARSE MEDIUM I FINE
' U.S. SIEVE SIZE IN INCHES I U.S. STANDARD SIEVE No. HYDROMETER
' 3 3/4 3/8 4 10 20 40 80 140 200
100 0
' 80 20
E- x
x �
' 60 40
0
z z
vI
1 a a
z 40 80 z
U U
W W
a a
' 20 80
1
0 100
103 102 10 1 10-I 10 Z 163
GRAIN SIZE IN MILLIMETER
' SYMBOL BORING DESCRIPTION
O CURVE#12 CLAYEY SAND(SC)
❑ CURVE#13 SILTY SAND(SM)
' A CURVE#14 SILTY SAND(SM)
Q CURVE#15 CLAYEY SAND(SC)
GRAIN SIZE DISTRIBUTION
' PALOMA del SOL Master Plan Community, ' Project No.
Temecula, California
for: Mesa Homes 88-81-148-03
' CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 2
' UNIFIED SOIL CLASSIFICATION
COBBLES GRAVEL I SAND SILT OR CLAY
COARSE I RNE COARSE MEDIUM I FINE
' U.S. SIEVE SIZE IN INCHES I U.S. STANDARD SIEVE No. HYDROMETER
' 3 3/4 3/8 4 10 20 40 80 140 200
100 0
' 80 20
F
L7 �
60 40
' A
z .Z.
t� F
' a a
z 40 so z
' w W
a. a
20 80
' 0 100
103 10z 10 1 101 Iff IG-9
GRAIN SIZE IN MILLIMETER
1
' SYMBOL BORING DESCRIPTION
O CURVE#16 SANDY CLAY(SC)
❑ CURVE#17 CLAYEY SILT(ML)
' A CURVE#18 CLAYEY SAND(SC)
Q CURVE#19 CLAYEY SAND(SC)
' GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan CommunIC Project No.
' Temecula, Calltornia
for: Mesa Homes 88-81-146-03
' CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 3
UNIFIED SOIL CLASSIFICATION
' COBBLES GRAVEL SAND SILT OR CLAY
COARSE FINE COARSE MEDIUM FINE
' U.S. SIEVE SIZE IN INCHES U.S. STANDARD SIEVE No. I HYDROMETER
3 9/4 3/8 4 10 20 40 80 140 200
' 100 0
' B0 20
E F
x x
zs �
� w
3
IM 60 pal
ca
' z W
z z
� F
a W
�.
w 40 60 z
U W
' a U
W �
a, W
a
' 20 80
0 100
109 10a 10 1 1O7' 1�2 16s
GRAIN SIZE IN MILLIMETER
' D PTH
SYMBOL BORING ft DESCRIPTION
' 0 LOT 1-1 F. G. CLAYEY SAND(SC), with silt
❑ LOT 6-1 F. G. SANDY CLAY(CL), with silt
0 LOT 12-1 F. G. CLAYEY SAND(SC), with silt
Q LOT 14-1 F. G. CLAY(CL), with silt and sand
GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan Community, Project No.
' Temecula, Calltornla 88-81-148-03
for: Mesa Homes
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 4
1
UNIFIED SOIL CLASSIFICATION
' COBBLES GRAVEL SAND SILT OR CLAY
COARSE I FlNE COARSE MEDIUM I FlNE
U.S. SIEVE SIZE IN INCHES U.S. STANDARD SIEVE No. HYDROMETER
3 3/4 3/11 4 10 20 40 60 140 200
100 0
' 80 20 F
[� 3
IM 60 40
' z w
z z
Uhl F
P, a
z 40 60 z
D: a
a w
20 80
p rl 100
' 10s 102 10 1 la- 1�2 1(T
GRAIN SIZE IN MILLIMETER
D(ft)
SYMBOL BORING ft _ DESCRIPTION
' O LOT 15-1 F. G. CLAYEY SAND(SC), with silt
❑ LOT 40-1 F. G. CLAYEY SAND(SC), trace silt
' 0 LOT 44-1 F. G. CLAYEY SAND(SC), with silt
Q LOT 52-1 F. G. CLAYEY SAND(SC), trace silt
' GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan community, Project No.
Temecula, California
' for: Mesa Homes 88-61-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A — 5
UNIFIED SOIL CLASSIFICATION
' COBBLES GRAVELI SAND SILT OR CLAY
COARSE FlNE JCOARSEJ MEDIUM IFlNE
U.S. SIEVE SIZE IN INCHES I U.S. STANDARD SIEVE No. HYDROMETER
9 3/4 3/8 4 10 20 40 BO 140 200
100 0
' 80 20
x x
zy
1 3
60
40 ca
' z w
z z
� F
6 W
LL
w40 60 1-
0
U
' a a
w w
a a
' 20 —TT
80
0 100
109 10a 10 1 1(T 1(T 10-s
GRAIN SIZE IN MILLIMETER
' D PTH
SYMBOL BORING ft DESCRIPTION
' 0 LOT 77-1 F. G. CLAYEY SAND(SC), trace silt
0 LOT 1-2 F. G. SILTY SAND(SM), trace clay
' 0 LOT 5-2 F. G. CLAYEY SAND(SC), trace silt
Q LOT 7-2 F. G. CLAYEY SAND(SC), with silt
' GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan Community, Project No.
' Temecula, California
for: Mesa Homes 88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 6
UNIFIED SOIL CLASSIFICATION
COBBLES ORAVEL SAND SILT OR CLAY
COARSE I FlNE COARSE MEDIUM FlNE
U.S. SEW SIZE IN INCMS I U.S. STANDARD SIEVE No. HYDR01dETII2
3 3/4 3 8 4 10 20 40 80 140 200
' 100 0
E- 80 20 E-
' � 3
60 40 am
z w
' � z
1-
w40 60 z
' w a
a w
' 20 80
0 100
' 1Os 102 10 1 1(TI 162 1�s
GRAIN SIZE IN MILLIMETER
' D PTH
SYMBOL BORING Pt DESCRIPTION
' O LOT 8-2 F. G. CLAYEY SAND(SC), with silt
❑ LOT 19-2 F. G. SANDY SILT(ML), with clay
A LOT 32-2 F. G. SILTY SAND(SM), trace clay
' Q LOT 34-2 F. G. CLAYEY SAND(SC), with silt
' GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan Community_ Project NO.
Temecula, California 1
' for: Mesa Homes 88-61-146-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 7
UNIFIED SOIL CLASSIFICATION
' COBBLES GRAVEL SAND SILT OR CLAY
COARSE I FINE COARSE MEDIUM FlNE
tU.S. SMVE SIZE IN INCHES I U.S. STANDARD SIEVE No. HYDROMETER
3 3/4 3/0 4 10 20 40 00 140 200
100 0
80 20 F
' F x
' 3
m 60 40
r� A
' z w
rn
U) F
d W
EL 40 60 F
z
U U
a x
w w
a a
' 20 80
1 I
' 0 100
103
102 10 1 i(T 162 163
GRAIN SIZE IN MILLIMETER
' MT!SYMBOL BORING Pt M DESCRIPTION
tO LOT 40-2 F. G. SANDY SILT(ML), with clay
❑ LOT 44-2 F. G. SILTY CLAY(CL)
' A LOT 46-2 F. G. SILTY SAND(SM), trace clay
Q LOT 54-2 F. G. SILTY SAND(SM), with clay
' GRAIN SIZE DISTRIBUTION
VALOMA del SGL Master Flan Community. Project No.
Temecula, California' 88-81-148-03 for: Mesa Homes
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 8
UNIFIED SOIL CLASSIFICATION
' COBBLES GRAVEL SAND SILT OR CLAY
COARSE I RNE 10OARSE1 MEDIUM I FlNE
U.S. SIEVE SIZE IN INCHES 1 U.S. STANDARD SIEVE No. HYDROMETER
3 3/4 3/8 4 10 20 40 80 140 200
100 0
80 20
H F
x x
so
40 Q
z w
' z z
V)
F
a w
F
w 40 60 z
U W
14 U
' w a
a w
a
' 20 80
0 7. 100
' lOg to 10 1 1(T' 162 1b-9
GRAIN SIZE IN MI UMETER
' D PTH
SYMBOL BORING Pt DESCRIPTION
' O LOT 1-3 F. G. SILTY CLAY(CL), trace sand
❑ LOT 2-3 F. G. CLAYEY SAND(SC), with silt
A LOT 3-3 F. G. CLAYEY SAND(SC), trace silt
' Q LOT 6-3 F. G. SILTY SAND(SM), trace clay
' GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan Community, Project No.
Temecula, California
' for: Mesa Homes 88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A 9
UNIFIED SOIL CLASSIFICATION
t COBBLES GRAVEL SAND SILT OR CLAY
1.COARSE I ANE COARSE MEDIUM I FINE
' U.S. SIEVE SIZE IN INCHES I U.S. STANDARD SIEVE No. HYDROMETER
3 3/4 3/8 4 10 20 40 80 140 200
t100 0
' 80 20
E E-
x �
w
m 60 40
' z ca
z w
U
U) F
� w
w-E
40 60 z
U �
w w
a a
' 20 80
' 0 100
10 3 10 2 10 1 1(T' 162 10-3
GRAIN SIZE IN MILLIMETER
' D PTH
SYMBOL BORING ft DESCRIPTION
' O LOT 9-3 F. G. CLAYEY SAND(SC), with silt
❑ LOT 10-3 F. G. CLAYEY SAND(SC), with silt
' A LOT 17-3 F. G. CLAYEY SAND(SM), with silt
Q LOT 25-3 F. G. CLAYEY SAND(SC), with silt
GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan community. Project No.
Temecula, California
' for: Mesa Homes 88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 10
' UNIFIED SOIL CLASSIFICATION
' COBBLES ORAVEL SAND SILT OR CLAY
COARSE FINE COARSE MEDIUM FlNE
U.S. SEVE SIZE IN INCHES U.S. STANDARD SIEVE No, HYDROMETER
9 9/4 3/8 4 10 20 40 60 140 200
' 100 0
60 20
' F F
x x
60
40 ca
� w
' z z
� F
a w
a
' W 40 60 z
' U U
w w
' 20 80
0 100
' 10s l0a 10 1 1(Tt 102 169
GRAIN SIZE IN MILLIMETER
' D P �
SYMBOL BORING ftTH DESCRIPTION
' O LOT 28-3 F. G. CLAYEY SAND(SC), with silt
❑ LOT 42-3 F. G. SANDY CLAY(CL), with silt
A LOT 44-3 F. G. SANDY CLAY(CL), with silt
' Q LOT 61-3 F. G. SANDY SILT(ML), with clay
' GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan Community Project No.
Temecula, California
' for: Mesa Homes 88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 11
UNIFIED SOIL CLASSIFICATION
' COBBLES GRAVEL SAArD SILT OR CLAY
COARSE I FINE 00ARSE MEDIUM I FINE
' U.S. SW" SIZE IN INCHES I U.S. STANDARD SIEVE No. I HYDRO1ETl'sR
S 3/4 3/0 4 10 20 40 80 140 200
100 0
BO 20 F
x x
IM B0 40
w
z z
�
a a
' F 40 60 F
w z
U U
a a
w w
a p.,
20 80
' 0 100
3
10 s 10 2 10 1 10-' 10-2 10-9
GRAIN SIZE IN MILLIMETER
' D P
SYMBOL BORING ftTH DESCRIPTION
' O LOT 3-4 F. G. SILTY SAND(SM), with clay
❑ LOT 4-4 F. G. CLAYEY SAND(SC), with silt
t L LOT 6-4 F. G. SILTY SAND(SM), with clay
0 LOT 40-4 F. G. SANDY SILT(ML), with clay
' GRAIN SIZE DISTRIBUTION
PALOMA del SOL Master Plan Community, Project No.
Temecula, California
' for: Mesa Homes 88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 12
UNIFIED SOIL CLASSIFICATION
COBBLES GRAVEL SAND SILT OR CLAY
COARSE I FlNE COARSE MEDIUM I :R:N:E�]
' U.S. SIEVE SIZE IN INCHES I U.S. STANDARD SEW No. I HYDROMETER
' 3 3/4 3/0 4 10 20 40 00 140 200
100 0
80 20 F
F x
x �
� w
' � 3
am B0 40 A
' z w
z z
U) H
(n w
d �
F 40 60 w
w
U U
a x
w w
a a
20 SO
' 0 100
103 10a 10 1 I(T I(T 1()-9
GRAIN SIZE IN MILLIMETER
1 D PTH
SYMBOL BORING ft DESCRIPTION
' O LOT 44-4 F. G. CLAYEY SAND(SC), trace silt
' GRAIN SIZE DISTRIBUTION
PALOMA Eel SOL Master Plan Community Project No.
' Temecula, California 88-61-148-03
for: Mesa Homes
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 13
140
' 130
a 120 100 PERCE AT
z SPECIFIC RA Y = 2.70
..
1 x
t7
110
a
a 100
1
' 90
eo
0 5 10 15 20
MOISTURE CONTENT IN PERCENT
' SAMPLE DEPTH TEST OPTIMUM MAXIMUM DRY
SYMBOL LOCATION (ft) DESCRIPTION METHOD MOISTURE (s) DENSITY (pef)
O CURVE #1 10-11 SAND(SP),trace silt ASTM D-1557 6.6 135.5
❑ CURVE #2 02-04 SILTY SAND(SM),trace grov ASTM D-1557 8.2 131.8
' A CURVE #3 05-07 SAND(SP) ASTM D-1557 9.9 114.2
Q CURVE #4 22-24 SILTY SAND(SM) ASTM D-1557 15.0 118.3
tr CURVE #5 47-48 SANDY SILT(ML) ASTM D-1557 11.2 128.2
' COMPACTION TEST
PALOMA dot SOL Master Plan Community Project No.
Temecula, California I
' for: Mesa homes 88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Mgure No. A - 14
140
135
' a 130 100 PERCENT SATURATION
z_ SPECIFIC GRAVITY = 2.70
N
x
z�
125
E-
a
A 120
1
1 115
110
0 5 10 15 20
MOISTURE CONTENT IN-PERCENT
SAMPLE TEST OPTIMUM MAXIMUM DRY
' SYMBOL LOCATION DESCRIPTION METHOD MOISTURE (a) DENSITY (pcf)
O CURVE #6 SAND(SP) D1557-78 11.0 119.3
❑ CURVE #7 SILTY SAND(SM) D1557-78 12.7 119.7
' 0 CURVE #8 SILTY SAND(SM) D1557-78 8.5 134.0
0 CURVE #9 CLAYEY SAND(SC) D1557-78 7.9 129.5
' tZ CURVE #10 SILTY SAND(SM) D1557-78 8.2 129.3
COMPACTION TEST
PALOMA del SOL Master Plan Community Project No.
' Temecula, California 88-81-148-03
for: Mesa Homes
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 15
1
i
i
140
i
i135
' 130 100 PERCENT SATURATION
z SPECIFIC GRAYITY = 2.70
i E x
c�
' 125
H
z
a
a 120
i 115
i
i 110
0 5 10 15 20
' MOISTURE CONTENT IN PERCENT
SAMPLE TEST OPTIMUM MAXIMUM DRY
' SYMBOL LOCATION DESCRIPTION METHOD MOISTURE (s) DENSITY (pcf)
O CURVE #11 SILTY SAND(SM) D1557-78 9.1 132.4
i ❑ CURVE 112 CLAYEY SAND(SC) 01557-78 10.1 129.1
o CURVE #13 SILTY SAND(SM) 01557-78 8.9 131.9
Q CURVE #14 SILTY SAND(SM) 01557-78 8.2 115.1
CURVE #15 CLAYEY SAND(SC) D1557-78 8.3 133.1
COMPACTION TEST
i PALOMA del SOL Master Plan Community. Project No.
Temecula, California
88-81-148-03
for: Mesa Homes
i CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 16
' 140
' 135
' v 130
a 100 PERCENT SATURATION
z SPECIFIC GRAVITY = 2.70
' x
t7
125
A 120
' 115
' 110
0 5 10 15 20
MOISTURE CONTENT IN PERCENT
' SAMPLE DEPTH TEST OPTIMUM MAXIMUM DRY
SYMBOL LOCATION (it) DESCRIPTION METHOD MOISTURE (ss) DENSITY (pcf)
' O CURVE #16 SANDY CLAY(CL) D1557-78 14.1 119.1
❑ CURVE #17 CLAYEY SILT(AML) D1557-78 14.1 118.2
' CURVE #18 CLAYEY SAND(SC) D1557-78 8.9 127.5
Q CURVE #19 CLAYEY SAND(SC) D1557-78 11.4 125.0
COMPACTION TEST
PALOMA del SOL Master Plan Community. Project No.
' Temecula, California
for: Mesa Homes 88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 17
i
' 40
r�
x
' z_
rn
w 2.0
' a
U)
.0
' .0 2.0 4.0 6.0 8.0 10.0
NORMAL STRESS IN KSF
4.0
f)
x
z
2.0
' F
04 Ire
x
' 0
0 .1 .2 .3 .4 .5
HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE : CURVE J7 DEPTH (ft)
' DESCRIPTION SILTY/CLAYEY SAND(SM/SC)*
STRENGTH INTERCEPT (ksf) 1.110 (PEAK STRENGTH)
' FRICTION ANGLE (degree) 44.4 (PEAK STRENGTH)
* Remolded at optimum moisture content t 9t1%
percent of the laboratory maximum dry �ensity
' MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMBOL CONTENT (%) (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf)
' O 12.9 106.9 .558 .50 1.56 1.01
0 11.8 105.1 .541 1.00 2.14 1.56
0 11.4 109.6 .520 2.00 105 2.40
DIRECT SHEAR TEST
' PALOMA del SOL Master Plan Community, Project No.
Temecula, California 88-81-14B-03
for: Mesa Homas
' CONVERSE CONSULTANTS INLAND EMPIRE A - ra
' 4.0
x
w 2.0
tT I
a
' x
o
0 2.0 4.0 6.0 8.0 10.0
' NORMAL STRESS IN KSF
4.0
_z
rn
a 2.0
El
d
' U) TL
.0 .1 .2 .3 .4 .5
' HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE CURVE 19 DEPTH (It)
' DESCRIPTION CLAYEY SAND*
STRENGTH INTERCEPT (ksf) .644 (PEAK STRENGTH)
' FRICTION ANGLE (degree) 47.7 (PEAK STRENGTH)
�I Remolded at optimum moisture content to 9o%
of the laboratory maximun dry density
' MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMBOL CONTENT (z) (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf)
' O 7.5 117.9 .413 .50 1.15 .57
0 5.6 120.0 .355 1.00 1.80 1.44
0 7.1 118.3 .409 2.00 2.82 2.21
DIRECT SHEAR TEST
' PALOMA del SOL Master Plan Community. - Project NO.
Temecula, California
for Mesa Homes 88-81-148-03
' CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 19
' 4.0
x
CO
z
w 2.0 Zood
' a
a
' x
U) .o
.0 2.0 4.0 6.0 8.0 10.0
' NORMAL STRESS IN KSF
4.0
x
z_
a 2.0
' F
a
dww
0 .1 .2 .3 .4 .5
' HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE CURVE #11 DEPTH (ft)
' DESCRIPTION SILTY SAND(SM)*
STRENGTH INTERCEPT (ksf) .972 (PEAK STRENGTH)
FRICTION ANGLE (degree) 37.9 (PEAK STRENGTH)
Remolded at optimum moisture content to 90%
of the laboratory maximun dry density
' MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMBOL CONTENT (%) (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf)
O 1.1 127.7 .305 .50 1.32 .91
0 6.2 121 .5 .371 1.00 1.81 1.42
0 7.2 120.3 .384 2.00 2.51 2.23
' DIRECT SHEAR TEST
PALOMA del SOL Master Plan Community, Project NO.
' Temecula, California 88-81-148-03
for: Mesa Homes
' CONVERSE CONSULTANTS INLAND EMPIRE • Figure No. A - 20
' 4.0
U)
x
fn
w 2.0
' F
rn O
.0
0 2.0 4.0 6.0 8.0 10.0
' NORMAL STRESS IN KSF
4.0
fn
zn
x
z
V)
a 2.0
F
1
U,
.0 .1 .2 .3 .4 .5
' HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE : CURVE J14 DEPTH (ft)
' DESCRIPTION SILTY SAND(SM)*
STRENGTH INTERCEPT (ksf) 1.076 (PEAK STRENGTH)
FRICTION ANGLE (degree) 49.2 - (PEAK STRENGTH)
' X Remolded at optimum moisture content to 90%
of the laboratory maximun dry density
' MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMBOL CONTENT (%) (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf)
O 10.3 101.5 .642 .50 1.46 1.06
' 0 8.5 103.7 .507 1.00 2.53 1.64
0 8.9 103.4 .612 2.00 3.30 2.46
' DIRECT SHEAR TEST
PALOMA del SOL Master Plan Community Project No.
' Temecula, California
for: Mesa Homes 88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 21
' 4.0
x
' _z
rn
w 2.0
' a
F O
a
' x
.0 2.0 4.0 6.0 8.0 10.0
' NORMAL STRESS IN KSF
4.0
w
v)
x
z_
a 2.0
' F
Wd
' W O
.0 1 .2 .3 .4 .5
HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE BULK #15 DEPTH (ft)
DESCRIPTION CLAYEY SAND(SC)*
STRENGTH INTERCEPT (ksf) 1.231 (PEAK STRENGTH)
FRICTION ANGLE (degree) 39.2 (PEAK STRENGTH)
' -E Remolded at optimum moisture content to 90%
of the laboratory maximun dry density
MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMBOL CONTENT (z) (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf)
' O 7.6 119.8 .39D .50 1.46 1.23
0 7.8 119.7 .392 1.00 2.31 1.94
0 9.7 117.6 .433 2.OD 2.77 2.45
' DIRECT SHEAR TEST
PALOMA del SOL Master Plan Community, Project No.
' Temecula, California 88-81-148-03
for: Mesa Homes
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 22
' 4.0
U)
x
' z
w 2.0
a
x
x
U) .0
_0 2.0 4.0 6.0 8.0 10.0
' NORMAL STRESS IN KSF
4.0
w
x
z_
1 U)
2.0
' F
to
a
d
W
' x
0 . 1 .2 .3 .4 .5
' HORIZONTAL DEFORMATION IN INCH
BORING/SAMPLE CURVE #16 DEPTH (ft)
' DESCRIPTION CLAYEY SAND*
STRENGTH INTERCEPT (ksf) .473 (PEAK STRENGTH)
FRICTION ANGLE (degree) 39.1 (PEAK STRENGTH)
' Remolded at optimum moisture content to 90%
of 'the laboratory maximun dry density
' MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMBOL CONTENT (a) (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf)
' O 15.4 105A .580 .50 .80 .77
0 14.0 106.8 .561 1.00 1.40 1.39
0 14.3 106.3 .565 2.00 2.06 2.02
' DIRECT SHEAR TEST
PALOMA del SOL Master Plan Community.
' o.
Temecula, California Project for: Mesa Homes $$-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 23
t 2.0
x
+n
w 1.0
' a
.0
.0 1.0 2.0 3.0 4.0 5.0
' NORMAL STRESS IN KSF
2.0
z_
U)
1 .0
' F
w�w
' x 0
.0 .1 .2 .3 .4 .5
' HORIZONTAL DEFORMATION IN INCH
HORING/SAMPLE : CURVE J17 DEPTH (ft)
' DESCRIPTION : CLAYEY SILT(ML) *
STRENGTH INTERCEPT (ksf) .927 (PEAK STRENGTH)
FRICTION ANGLE (degree) 18.0 (PEAK STRENGTH)
' jYc Remolded at optimum moisture content to 90%
of the laboratory maximun dry density
MOISTURE DRY DENSITY VOID NORMAL PEAK RESIDUAL
SYMBOL CONTENT (w) (Pcf) RATIO STRESS (ksf) SHEAR (ksf) SHEAR (ksf)
O 14.5 106.3 .565 .50 1.02 .55
' 0 14.3 106.8 .559 1.00 1.36 1.25
0 15.1 105.6 .578 2.00 1.54 1.50
' DIRECT SHEAR TEST
PALOMA del SOL Master Plan Community, Tract 24134 Project NO.
' Temecula, California
for: Mesa Homes B8-81-148-03
Converse Consultants Pasadena Figure No. A - 24
LOAD IN HIPS PER SQUARE FOOT
' a 10 1 I 0 10 799
-�`�
2 .783
H -
x
w
x
z
' 4 .727
O
F
U Ca
H
z 6 .691 9
U
w
a
' 10 cis
' BORING CURVE N7 DESCRIPTION SILTY SAND(SM)*
DEPTH (ft)
' Remolded at oPtimum moisture content to 90%
of the laboratory maximun dry density
MOISTURE DRY DENSITY PERCENT VOID
' CONTENT (s) (pef) SATURATION RATIO
INITIAL 4.9 107.9 19 .799
' FINAL 24.9 109.2 100 .777
Note: Solid circles indicate readings after addition of water
' CONSOLIDATION TEST
PALONA del SOL Master Plan Community Project No.
' Temecula, Callfornia 88-81-148-03
for: Mesa Homes
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 25
LOAD IN HIPS PER SQUARE FOOT
' a10' 1 10 102
432
' 2 .404
F
x
z
�' 'E .375
O
L
' U C]
Z O
W 6 .346 >
U
tx
W
a
' 8 .318
1
10 .289
BORING CURVE #9 DESCRIPTION CLAYEY SAND(SC)*
DEPTH (ft)
Remolded at optimum moisture content to 90%
of the laboratory mazimun dry density
MOISTURE DRY DENSITY PERCENT VOID
' CONTENT (sa) (Pcf) SATURATION RATIO
INITIAL 7.6 117.8 48 .432
' FINAL 13.4 120.3 90 .402
Note: Solid circles indicate readings after addition of water
CONSOLIDATION TEST
PALOMA del SOL Master Plan Community
' .Temecula, California Project No.
for: Mesa Homes 88-81-148-03
..CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A _ 28
1
LOAD IN IQPS PER SQUARE FOOT
' 10' 1 10 101
0 638
' 2 .603
x
ty
x
z
— 4 .570
' � 0
' E- Ca
F
W 8 .538 7
' 04
04
W
a
' B .505
1
to .472
' BORING CURVE #11 DESCRIPTION SILTY SAND(SM)
DEPTH (it)
�i Remolded at optimum moisture content to 90%
of the laboratory maximun dry density
MOISTURE DRY DENSITY PERCENT VOID
CONTENT (55) (Pcf) SATURATION RATIO
INITIAL 130 114.5 61 .636
FINAL 20.8 115.3 100 .624
Note: Solid circles indicate readings after addition of water
' CONSOLIDATION TEST
PALOMA del SOL Master Plan Community, Project NO.
' Temecula, California
for: Mesa Homes 88-81-146-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A.- 27
LOAD IN KIPS PER SQUARE FOOT
' 010 i 1 10 10,
885
' 2 .832
F
x
x -
z
'" a .sas
' 0
' U
E- Ca
W 6 .565 9
' U
tz
W
I1.
' 8 .532
' 10 .499
' BORING CURVE #14 DESCRIPTION SILTY SAND(SM)*
DEPTH (ft)
' Remolded at optimum moisture content to 90%
of the laboratory maximun dry density
MOISTURE DRY DENSITY PERCENT VOID
CONTENT (ss) (pcf) SATURATION RATIO
INITIAL 13.2 101.3 54 .665
FINAL 21.7 103.7 94 .627
Note: Solid circles indicate readings after addition of water
CONSOLIDATION TEST
PALOMA del SOL Master Plan Community. Project No.
' Temecula, California $$-$1-14$-03
for: Mesa Homes
' CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 28
LOAD IN HIPS PER SQUARE FOOT
10 30 .662
.505
x
W
x
z _2 .446
' 0
U _ 0
W2 .391 7
' UI IT
a
Fr]
a
' g .334
' 1D .270
' BORING CURVE #15 DESCRIPTION CLAYEY SAND(SC)*
DEPTH (It)
' )rc Remolded at optimum moisture content to 90%
of the laboratory maximun dry density
MOISTURE DRY DENSITY PERCENT VOID
' CONTENT (%) (pcf) SATURATION RATIO
INITIAL 7.1 120.5 47 .420
FINAL 14.8 121.5 100 .408
Note: Solid circles indicate readings after addition of water
' CONSOLIDATION TEST
PALOMA del SOL Master Plan Community. Project No.
Temecula, California 88-81-148-03
for: Mesa Homes
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 29
LOAD IN HIPS PER SQUARE FOOT
' 010 t 1 10 101
eso
' 2 .627
H
x
w
x
4 594
dz
x ,
U A
H
W 6 .581 'O
1 au
a
w
a
' B .528
' to .494
' BORING : CURVE #16 DESCRIPTION SANDY CIAY(SC)*
DEPTH (ft)
' Remolded at optimum moisture content to 90%
of the laboratory maximun dry density
MOISTURE DRY DENSITY PERCENT VOID
CONTENT (z) (pcf) SATURATION RATIO
' INITIAL 13.2 107.4 57 .660
FINAL 21.4 110.5 100 .614
Note: Solid circles indicate readings after addition of water
' CONSOLIDATION TEST
PALOMA del SOL Master Plan Community; Projeot No.
Temecula, California 88-81-148-03
for: Mesa Homes
omes
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A - 30
LOAD IN HIPS PER SQUARE FOOT
' —f010 1 10 101 82
.717
H
x
w
x
z
—2 .652
' 0
x
z
W 2 .588 7
DQ
' U
CL
6 .523
' 10 .458
' BORING CURVE #17 DESCRIPTION CLAYEY SILT(ML)
DEPTH (ft)
' Remolded at optimum moisture content to 90%
of the laboratory maximun dry density
MOISTURE DRY DENSITY PERCENT VOID
' CONTENT (%) (Pcf) SATURATION RATIO
INITIAL 13.4 107.3 60 .620
FINAL 21.9 107.9 100 .612
Note: Solid circles indicate readings after addition of water
' CONSOLIDATION TEST
PALOMA del SOL Master Plan Community, Project No.
Temecula, California
for: Mesa Homes 88-81-148-03
CONVERSE CONSULTANTS INLAND EMPIRE Figure No. A — 31
'MEADOW NEST / MESA HOMES
Project Number. 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
,POINT Test Approximate Approximate Approximate Field 1 Relative
1DENTIF Date Test Location Test Depth of Fitt Dry Moisture Soft Compaction
ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%)
____-----
__
---_----
_____________________----------------
___ _____________________________________----
_______________ --------
D0001 4-OS-90 Tract 24134-1,Lot 67-1 1185.0 0.0 113 i4.3 7 94
D0002 " Lot 64-1 1185.0 0.0 113 12.5 7 93
D0003 " Lot 55.1 1182.0 0.0 115 11.0 7 95
D0004 Lot 48-1 1181.0 0.0 113 10.9 7 94
D0005 " Lot 59-1 1180.0 0.0 112 12.1 7 94
D0006 " Lot 50-1 1181.0 0.0 115 11.6 7 95
D0007 4-06-90 Tr 24134-4, Corte Almonte, Adj. 51-4 1202.0 0.0 109 12.0 7 90
00008 " Corte Almonte, Adj. Lot 50-4 1206.0 0.0 ill 12.3 7 92
D0009 " Corte Almonte, Adj. Lot 46-4 1216.0 0.0 110 11.8 7 91
t0010 " " 1217.0 0.0 ill 11.3 7 92
0011 " Lot 68-4 1224.0 2.0 121 10.9 9 93
D0012 " Lot 44-4 1219.0 0.0 121 10.3 9 93
�0013 Lot 48-4 1209.0 0.0 120 9.7 9 92
0014 " Corte Almonte, Adj. Lot 49-4 1214.0 2.0 118 8.9 9 91
D0015 " Corte Almonte, Adj. Lot 45-4 1222.0 2.0 118 9.3 9 91
0016 4-09-90 Tract 24134.2, Lot 22-2 1213.0 0.0 119 8.5 10 91
0017 " Lot 49-2 1220.0 0.0 119 9.0 10 92
0018 Lot 27-2 1226.0 0.0 120 8.4 10 92
D0019 Lot 51-2 1224.0 0.0 119 10.3 10 91
90020 " Cate Carrasco Adj. Lot 30-2 1233.0 0.0 117 9.7 10 90
0021 " Lot 25-2 1224.0 4.0 118 8.9 10 91
D0022 Lot 23-2 1214.0 0.0 121 9.4 10 93
(0023 " Lot 26-2 1230.0 5.0 119 10.6 10 91
0024 " Cats Carrasco, Adj. Lot 13-2 1230.0 2.0 117 9.1 10 90
025 Lot 25-2 1223.0 4.0 119 10.6 10 91
D0026 " Lot 50-2 1224.0 5.0 112 13.1 7 93
0027 " Lot 23-2 1220.0 5.0 121 9.7 10 93
0028 " Cala Carrasco, Adj. Lot 29-2 1235.0 4.0 114 11.7 7 95
D0029 " Lot 24-2 1222.0 6.0 109 11.6 7 90
�0030 " Lot 51-2 1229.0 5.0 110 12.1 7 92
0031 " Lot 50-2 1229.0 5.0 112 12.9 7 93
D0032 " Lot 51-2 1227.0 7.0 115 7.6 9 89
00033 " Lot 51-2 1231.0 7.0 121 8.7 9 93
0034 " Lot 22-2 1217.0 5.0 114 6.5 9 88
0035 Lot 22-2 1217.0 5.0 117 8.7 9 90
D0036 " Lot 23.2 1220.0 7.0 122 8.7 9 94
10037R " Retest for D0032 1227.0 7.0 119 8.8 9 91
0038R " Retest for 00034 1217.0 5.0 120 9.1 9 92
D0039 " Lot 50-2 1230.0 7.0 119 7.5 9 92
�0040 " Lot 49-2 1230.0 10.0 113 11.0 7 94
0041 Lot 26-2 1233.0 11.0 113 10.6 7 94
D0042 " Lot 22-2 1230.0 16.0 118 8.0 9 90
�0043 " Lot 23-2 1230.0 16.0 115 12.1 7 96
' Converse Consultants Inland Empire
' MEADOW WEST / MESA HOMES
Project Number: 88.81.148.03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
ICATION Elevation (it) Below Test (it) Density Content I%) Type (X)
1 ...D0044.------
..4-09-90....---
Tract........24134.2......,..Lot....50-2.`----------------1230.0...--------------
"6.0 "- '----"'------116 12.9 7------12.9--------7------
97--------
D0045 " Lot 22-2 1231.0 15.0 116 11.4 7 96
' D0046 " Cala Carrasco, Adj. Lot 27-2 1236.0 11.0 114 13.1 7 95
D0047 " lot 26-2 1235.0 13.0 119 9.3 10 91
D0048 " M.W.D. Easement Adj. Lot 21.2 1220.0 2.0 115 6.6 10 89
' D0049 1220.0 2.0 114 5.9 10 88
D0050 " " " 1221.0 3.0 114 6.3 10 88
D0051 " Tract 24134-4, Lot 68-4 1222.0 2.0 106 9.8 14 92
00052 " Lot 47-4 1217.0 6.0 106 10.1 14 92
' D0053 " Lot 45-4 1218.0 3.0 105 9.5 14 91
D0054 " Lot 50-4 1216.0 5.0 107 10.7 14 93
D0055 Corte ALmonte Adj. Lot 48-4 1216.0 2.0 104 9.4 14 90
00056 " Corte Almonte Adj. Lot 59-4 1229.0 6.0 106 11.0 14 93
D0057 Corte Almonte Adj. Lot 53-4 1212.0 6.0 105 10.1 14 91
00058 Lot 51-4 1218.0 7.0 106 9.7 14 92
D0059 " Tract 24134-1, Lot 66-1 1188.0 3.0 113 11.1 7 94
D0060 " Lot 62-1 1189.0 4.0 113 12.3 7 94
00061 " Lot 71.1 1187.0 3.0 114 7.5 7 95
D0062 Lot 75-1 1185.0 3.0 118 12.8 10 91
' D0063 " Lot 52-1 1183.0 3.0 117 10.4 10 90
D0064 ° Lot 49-1 1184.0 3.0 115 11.7 7 96
D0065 Lot 47-1 1184.0 7.0 114 12.0 7 95
' D0066 Lot 60.1 1184.0 3.0 119 10.3 10 92
D0067 " Lot 61-1 1186.0 0.0 111 12.1 7 93
00068 " Lot 61-1 1156.0 0.0 115 11.
7 7 96
D0069 " Slope, Adj. Lot 61-1 1186.0 0.0 113 10.9 7 94
' D0070 Slope, Adj. Lot 60-1 1186.0 0.0 110 12.6 7 92
D0071 4-12-90 Lot 57-1 1185.0 4.0 109 11.7 7 91
D0072 " Lot 55-1 1186.0 4.0 110 12.9 7 92
' D0073 " Lot 50-1 1186.0 5.0 120 10.7 9 92
D0074 " Lot 40-1 1186.0 8.0 122 9.2 9 93
D0075 Lot 74-1 1186.0 4.0 110 11.7 7 91
' D0076 " Lot 72-1 1186.0 4.0 109 11.9 7 91
D0077 " Via Campanario Adj. Lot 70-1 1186.0 4.0 108 12.8 7 90
D0078 " Corte Siero, Adj. Lot 57-1 1189.0 3.0 109 12.9 7 91
D0079 " Lot 54-1 1185.0 3.0 112 10.2 7 94
D0080 Lot 57-1 1185.0 3.0 112 10.9 7 93
D0081 " Lot 59-1 1185.0 5.0 122 9.5 9 93
D0082 " Lot 52-1 1185.0 5.0 120 9.2 9 92
'D0083 Lot 49-1 1185.0 4.0 120 8.7 9 92
D0084 " Lot 61-1 1186.0 0.0 121 8.0 9 93
D0085 " Lot 64-1 1186.0 1.0 ill 13.2 7 93
D0086 " Lot 66-1 1187.0 2.0 ill 12.0 7 92
Converse Consultants Inland Empire
' MEADOW WEST / MESA M014E5
Project Nuiber: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Cmpaction
ICATION Elevation (ft) Below Test (ft) Density Content (%) Type M
---------------------------------------------------------- ---------------------------------------------------------------------
D0087 4-12-90 Tract 24134.4, Lot 47.4 1215.0 4.0 110 12.5 7 92
D0088 " Lot 68-4 1225.0 4.0 118 8.9 9 91
D0089 " Lot 44-4 1221.0 2.0 119 8.0 9 92
D0090 4-13-90 Tract 24134-1, Lot 61-1 1190.0 4.0 ill 12.7 7 92
D0091 " Lot 60-1 1190.0 8.0 112 11.1 7 93
' D0092 " Lot 60-1 1190.0 8.0 112 10.9 7 93
D0093 " Lot 65-1 1186.0 1.0 ill 12.9 7 92
D0094 " Lot 58-1 1188.0 8.0 112 11.7 7 93
D0095 " Lot 67-1 1188.0 3.0 112 12.3 7 93
' D0096 " Corte Siero, Adj. Lot 55-1 1188.0 2.0 110 11.7 7 92
D0097* " Lot 58-1 1190.0 i0.0 ill 12.1 7 92
b0098* " Lot 54-1 1190.0 8.0 118 9.3 10 93
' D0099* " Lot 50-1 1190.0 12.0 116 8.8 10 90
DO100* " Corte Siero, Adj. Lot 62-1 1188.0 2.0 118 9.1 10 91
D0101 " Lot 49-1 1186.0 5.0 ill 8.0 9 87
' D0102 Lot 57-1 1187.0 6.0 ill 7.0 7 93
D0103 " Lot 47-1 1187.0 9.0 118 10.0 9 91
D0104 " Lot 54-1 1188.0 6.0 113 10.0 7 95
D0105 Lot 55-1 1186.0 4.0 110 10.0 7 92
' D0106R " Retest for D0101 1186.0 5.0 118 9.0 9 90
D0107 Lot 51-1 1187.0 5.0 108 8.0 7 90
D0108 Lot 52-1 1188.0 8.0 111 10.1 7 93
' D0109 " Lot 51-1 1186.0 4.0 119 8.0 9 92
D0110 " Lot 50-1 1187.0 9.0 113 12.0 7 94
D0111 Lot 53.1 1188.0 6.0 112 11.0 7 92
D0112 " Lot 56-1 1188.0 6.0 113 9.0 7 94
' D0113 " Lot 60-1 1189.0 8.0 118 9.0 9 91
D0114 Lot 54.1 1187.0 5.0 108 11.0 7 90
D0115 " Lot 57-1 1189.0 7.0 109 11.0 7 91
D0116 " Lot 49-1 1187.0 5.0 108 9.0 7 90
D0117 Slope, Adj, Lot 61.1 1190.0 4.0 117 10.0 10 90
D0118 " Slope, Adj. Lot 61-1 1192.0 6.0 117 9.9 10 90
'D0119 " Slope, Adj. Lot 60-1 1193.0 7.0 118 10.1 10 91
D0120 " Lot 62.1 1191.0 5.0 118 11.0 10 91
00121 " Lot 60-1 1189.0 8.0 118 9.7 10 91
D0122 " Lot 61-1 1190.0 4.0 118 8.8 10 91
'D0123 " Lot 62-1 1194.0 8.0 119 11.4 10 92
00124 " Lot 61-1 1189.0 3.0 118 11.9 10 91
D0125 Lot 53-1 1189.0 7.0 110 12.5 7 92
D0126 " Lot 54-1 1190.0 8.0 113 10.9 7 94
D0127 4-16-90 Via Campanario, Adj. Lot 72-1 1193.0 8.0 ill 12.0 7 92
D0128 " Lot 61.1 1191.0 5.0 118 10.8 10 91
,D0129 " Lot 60-1 1192.0 10.0 119 9.1 10 91
' Converse Consultants Inland Empire
' MEADOW WEST / MESA HOMES
Project Number: a8-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
[CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%)
_________---
________________________---
_____________________ ______________ _________________ ------
____--------
-----
--------
D0130 4-16-90 Tract 24134-1, Lot 60-1 1193.0 8.0 118 11.4 10 91
D0131 " Lot 67-1 1190.0 6.0 113 7.0 10 87
D0132 " Lot 65-1 1191.0 6.0 113 6.2 10 87
D0133 Lot 63.1 1192.0 6.0 113 5.7 10 87
D0134 " Corte Siero, Adj. Lot 58.1 1190.0 4.0 118 8.3 10 90
' D0135 " Lot 49-1 1190.0 9.0 118 6.4 10 91
D0136 Lot 48-1 1190.0 10.0 118 7.4 10 90
D0137 " Lot 59-1 1190.0 8.0 116 8.4 10 90
D0138R " Retest for D0131 1190.0 6.0 118 8.4 10 91
' D0139R " Retest for D0132 1191.0 6.0 118 9.6 10 91
D0140R " Retest for D0133 1192.0 6.0 121 8.9 10 93
D0141 4-17-90 Lot 39-1 1194.0 15.0 107 18.2 10 82
' D0142 " Lot 51-1 1194.0 12.0 108 16.9 10 83
D0143 " Lot 62-1 1195.0 10.0 109 16.5 10 84
D0144 " Lot 49-4 1218.0 7.0 118 11.2 12 91
D0145* " Lot 45-4 1225.0 7.0 119 12.0 12 92
' DO146* Lot 68-4 1228.0 7.0 119 11.7 12 92
DO147* " Lot 69-4 1231.0 6.0 119 10.2 10 91
D0148R* 04-18-90 Retest for D0141 1194.0 15.0 120 9.8 10 92
' D0149R* " Retest for D0142 1194.0 12.0 121 9.6 10 93
D015OR* Retest for D0143 1195.0 10.0 117 9.8 10 90
D0151 Lot 41.1 1195.0 16.0 116 6.6 10 90
' D0152 " Lot 40-1 1195.0 16.0 118 9.6 10 91
D0153 " Lot 74-1 1197.0 16.0 116 10.3 10 89
D0154 " Lot 47-1 1196.0 19.0 116 9.2 10 90
D0155 " Lot 57-1 1198.0 16.0 117 11.1 10 90
' D0156 " Lot 64-1 1197.0 12.0 122 9.4 10 94
D0157 " Lot 72-1 1198.0 14.0 120 10.3 10 92
D0158 " Lot 40-1 1198.0 20.0 121 9.4 10 93
00159 " lot 53-1 1198.0 16.0 118 10.6 10 91
D0160R " Retest for D0153 1197.0 16.0 118 9.9 10 91
D0161 4-26.90 Lot 61-1 1194.0 8.0 113 9.2 10 87
'D0162 " Lot 60-1 1194.0 12.0 119 7.7 10 92
D0163 " Lot 59-1 1193.0 13.0 118 10.1 10 91
D0164 " Lot 62-1 1194.0 8.0 119 9.4 10 91
D0165 " Lot 58-1 1192.0 12.0 118 11.6 10 91
00166 " Lot 64-1 1193.0 7.0 117 10.7 10 90
D0167 " Lot 52-1 1190.0 10.0 122 9.1 10 94
D0168 " Lot 66-1 1193.0 8.0 119 8.8 10 92
D0169R " Retest for D0161 1194.0 8.0 120 10.6 10 92
D0170 " Lot 7-1 1198.0 2.0 117 9.2 10 90
D0171 " Slope Adj. Lot 8-1 1193.0 4.0 117 8.4 10 90
D0172 Lot 47-1 1189.0 12.0 119 8.7 10 92
' Converse Consultants Inland Empire
' MEADOW NEST / MESA HOMES
Project Number: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
ICATION Elevation (it) Below Test (ft) Density Content (%) Type (%)
------------------------------------------------------------------------ --------------------------------------------------
D0173 4.26-90 Tract 24134.1, Lot 50-1 1198.0 16.0 119 9.9 10 92
D0174 " Lot 54-1 1198.0 16.0 116 11.0 10 89
D0175 " Lot 39-1 1197.0 18.0 120 10.3 10 92
D0176R " Retest for D0174 1198.0 16.0 118 9.1 10 91
D0177 4-27.90 Lot 48-1 1195.0 15.0 121 10.7 10 93
'00178 " Corte Siero, Adj. Lot 56-1 1194.0 8.0 120 9.3 10 92
00179 " Lot 63-1 1195.0 9.0 119 11.1 10 91
D0180 " Lot 56-1 1198.0 16.0 118 10.1 10 90
D0181 " Slope, Adj. Lot 7-1 1200.0 6.0 119 9.8 10 91
'D0182 " Slope, Adj. Lot 8-1 1196.0 7.0 118 11.4 10 91
00183 " Lot 66-1 1194.0 9.0 118 10.0 10 91
00184 4-30-90 Lot 59-1 1202.0 22.0 113 14.0 16 95
'D0185 " Lot 63-1 1200.0 14.0 ill 14.9 16 93
D0186 " Lot 46-1 1197.0 14.0 107 15.1 16 90
D0187 " Corte Siero, Adj. Lot 67-1 1195.0 9.0 ill 12.6 16 93
'00198 " Lot 51-1 1193.0 11.0 108 13.4 16 91
D0189 " Lot 64-1 1196.0 10,0 110 13.1 16 93
00190 " Lot 67-1 1195.0 10.0 ill 14.2 16 93
D0191 " Via Companario, Adj. Lot 70-1 1195.0 11.0 110 14.7 16 92
00192* " Lot 57-1 1198.0 16.0 110 15.6 16 92
D0193 " Lot 57-1 1198.0 16.0 110 14.9 16 92
D0194 Lot 65.1 1195.0 9.0 109 13.7 16 91
'D0195 Lot 63-1 1198.0 12.0 110 14.1 16 92
D0196 " Lot 60-1 1198.0 16.0 107 12.9 16 90
D0197 " Lot 43-1 1190.0 5.0 110 13.1 16 93
'D0198 " slope Adj. Lot 28-1 1199.0 10.0 108 15.2 16 90
D0199 " Slope Adj- Lot 8-1 1199.0 10.0 110 14.7 16 92
D0200 04-30-90 Slope Adj. Lot 7-1 1205.0 13.0 110 13.1 16 92
D0201 to Slope Adj. Lot 7-1 1205.0 9.0 109 13.7 16 92
D0202 " Slope Adj. Lot 29-1 1196.0 7.0 110 15.2 16 92
D0203 " Slope Adj. Lot 7-1 1200.0 9.0 108 15.6 16 91
D0204 " Lot 47-1 1196.0 14.0 112 13.9 16 94
D0205 05-01-90 Lot 61-1 1200.0 18.0 112 12.2 16 94
D0206 " Lot 58-1 1200.0 18.0 112 11.6 16 94
D0207 Lot 64-1 1198.0 12.0 112 11.3 16 94
D0208 " Slope Adj. Lot 7-1 1210.0 16.0 113 7.1 10 87
0209 " Lot 7-1 1210.0 16.0 116 5.7 10 89
0210 " Slope Adj. Lot 8.1 1205.0 15.0 116 6.3 10 89
D0211 " Lot 47-1 1196.0 16.0 117 8.3 10 90
0212 " Lot 60-1 1200.0 18.0 117 9.1 10 90
0213R Retest for 00208 1210.0 16.0 119 8.1 10 91 I!
D0214R " Retest for D0209 1210.0 16.0 119 9.3 10 92
�0215R " Retest for D0210 1205.0 15.0 119 8.9 10 91
Converse Consultants Inland Empire
' MEADOW NEST / MESA HOMES
Project Number: 88-81-148.03 Table I
SUMMARY OF FIELD TEST RESULTS
POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
ICATION Elevation (it) Below Test (it) Density Content (%) Type (%)
------------------------------------------------------•---.----------
D0216 05-01-90 Lot 61.1 1200.0 14.0 119 10.1 10 92
D0217 " Lot 62-1 1198.0 12.0 118 9.3 10 90
' D0218 " Lot 65-1 1198.0 12.0 119 11.1 10 92
D0219 " Lot 56.1 1198.0 16.0 118 9.7 10 91
00220 If Lot 66-1 1198.0 13.0 121 8.4 10 93
D0221 05-02-90 Lot 81-1 1200.0 0.0 109 9.3 7 91
D0222 " Lot 83-1 1203.0 0.0 117 10.4 12 90
D0223 " Lot 83-1 1203.0 0.0 118 11.2 12 91
' D0224 " Lot 85-1 1212.0 2.0 119 11.7 12 92
D0225 " Lot 82-1 1200.0 0.0 120 10.8 12 92
00226 05-03-90 Lot 67.1 1203.0 17.0 117 8.9 12 90
D0227 " Lot 65-1 1203.0 17.0 123 6.7 12 95
' D0228 Lot 62-1 1203.0 17.0 117 7.0 12 90
D0229 " Lot 61-1 1204.0 18.0 120 8.3 12 92
D0230 " Lot 60-1 1204.0 22.0 121 8.0 12 93
' D0231 " Lot 47-1 1200.0 21.0 118 7.7 12 91
D0232 " Lot 46-1 1199.0 12.0 118 9.1 12 91
D0233 " Lot 51-1 1200.0 18.0 121 8.8 12 93
00234 05.03-90 Lot 49-1 1198.0 16.0 121 10.6 12 93
' 00235 " Lot 52-1 1198.0 14.0 120 9.9 12 93
D0236 05-04-90 Tract 24134-1 Lot 47-1 1199.0 19.0 120 10.6 12 92
D0237 if Lot 60-1 1204.0 22.0 119 12.9 12 91
' 00238 If Lot 55-1 1200.0 18.0 118 11.4 12 91
D0239 " Lot 57.1 1203.0 21.0 118 13.1 12 90
D0240 " Lot 65-1 1200.0 14.0 120 12.4 12 92
D0241 " Lot 63-1 1204.0 18.0 116 11.7 12 90
00242 " Lot 63-1 1204.0 18.0 117 13.6 12 90
D0243 " Lot 53-1 1200.0 18.0 119 12.6 12 91
D0244 If Lot 50-1 1200.0 19.0 118 8.5 9 91
' D0245 If Lot 49-1 1200.0 20.0 118 9.8 9 91
D0246 " Lot 57-1 12D4.0 22.0 121 7.3 9 93
D0247 Lot 47-1 1200.0 20.0 123 6.2 9 94
' D0248 If Lot 59-1 1202.0 20.0 121 13.8 16 93
00249 05-07-90 Lot 54-1 1199.0 17.0 113 11.7 12 87
D0250 I. Lot 57-1 1199.0 17.0 117 10.5 12 90
D0251 " Corte Cabello, Adj. Lot 49.1 1199.0 18.0 ill 11.7 12 86
00252 If Lot 50-1 1199.0 18.0 113 9.9 12 87
D0253R Retest for D0251 1199.0 18.0 117 12.3 12 90
D0254R " Retest for D0252 1199.0 18.0 119 11.8 12 92
D0255R If Retest for D0249 1199.0 7.0 118 10.9 12 91
D0256 05-08-90 Lot 44-1 1200.0 12.0 113 10.2 7 94
D0257 " Lot 45-1 1200.0 16.0 110 11.7 7 91
D0258 If Lot 43-1 1200.O 12.0 113 8.6 7 94
' Converse Consultants Inland Empire
MEADOW NEST / MESA HOMES
Project Number: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
I CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%)
-------------------------------------------------- ------------...------....-----------.-.------------------.-..--
D0259 OS-08-90 Lot 43-1 1200.0 11.0 114 8.0 7 95
D0260 " Lot 58-1 1205.0 25.0 108 - 10.0 6 90
00261 " Lot 59-1 1206.0 26.0 112 9.5 6 93
D0262 " Lot 59.1 1206.0 26.0 117 6.5 6 97
D0263 " Via Campanario Adj. Lot 74-1 1202.0 18.0 117 10.1 6 97
' D0264 " Via Campanario Adj. Lot 74-1 1202.0 18.0 111 11.1 6 92
D0265 " Lot 35-1 1205.0 19.0 107 16.0 17 90
00266 " Lot 37-1 1205.0 19.0 109 14.9 17 92
00267 " Lot 32-1 1205.0 11.0 114 12.0 12 88
' 00268 Lot 34-1 1204.0 11.0 117 10.2 12 91
D0269R Retest for D0267 1205.0 11.0 116 11.7 12 90
D0270 " Lot 31-1 1205.0 15.0 117 11.6 12 90
' D0271 " Lot 41-1 1204.0 22.0 118 9.9 12 91
D0272 " Lot 55-1 1203.0 21.0 115 10.6 6 96
00273 " Lot 56-1 1203.0 21.0 112 13.3 6 94
' D0274* 05-09-90 Lot 38-1 1198.0 13.0 125 10.0 15 94
D0275* " Lot 51-1 1205.0 23.0 118 9.0 13 90
D0276 " Lot 76-1 1198.0 13.0 119 10.0 12 92
D0277 " Via Campananio Adj. Lot 76-1 1198.0 15.0 129 11.0 12 90
' 00278 " Lot 34-1 1203.0 10.0 119 12.0 12 92
D0279 " Lot 36-1 1203.0 15.0 118 13.0 12 91
D0280 " Lot 64-1 1205.0 20.0 116 8.0 12 90
' D0281 " Lot 53-1 1207.0 25.0 112 10.0 17 94
D0282 " Lot 52-1 1207.0 20.0 108 9.5 17 91
D0283 " Lot 39.1 1202.0 22.0 107 12.0 17 90
D0284 05-09-90 Lot 37.1 1202.0 21.0 112 12.0 17 94
D0285 " Lot 74-1 1198.0 15.0 116 9.0 12 90
D0296 " Lot 53-1 1208.0 26.0 108 9.0 17 91
D0287 05-11-90 Tract 24134-4 Lot 51-4 1218.0 5.0 109 8.1 9 84
D0288 " Lot 51-4 1217.0 5.0 112 9.7 9 86
D0289 " Lot 48-4 1290.0 0.0 123 8.6 5 95
D0290 " Lot 47-4 1209.0 19.0 118 10.6 5 95
' D0291 " Corte Almonte Street, Adj. Lot 42-4 1242.0 11.0 116 5.5 5 90
D0292 Lot 42-4 1241.0 0.0 114 6.0 7 95
D0293 Lot 41-4 1267.0 0.0 113 9.7 7 93
D0294 " Lot 71-4 1252.0 0.0 112 11.0 7 93
' D0295 " Lot 38-4 1255.0 0.0 121 6.5 7 94
D0296 " Lot 25-4 1253.0 0.0 121 6.7 7 94
D0297 Lot 28-4 1256.0 0.0 ill 5.1 7 92
00298 " Lot 33-1 1207.0 13.0 ill 6.4 7 92
00299 Lot 61-4 1238.0 9.0 116 6.6 7 96
D0300 " Celle Veronica, Adj. Lot 61-4 1236.0 10.0 109 6.2 7 90
'D0301R Retest for D0287 1218.0 5.0 119 6.4 5 92
' Converse Consultants Inland Empire
' MEADOW WEST / MESA HOMES
Project Number: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
(CATION Elevation (ft) Below Test (ft) Density Content (X) Type I%)
__-------___------_---_-----_____________________------___________---______________---______...
__________________________
D0302R 5.11-90 Retest for D0288 1217.0 5.0 120 7.0 5 93
D0303 Lot 43-4 1236.0 5.0 116 11.0 12 90
' D0304 " Lot 45-4 1236.0 18.0 118 13.0 12 91
D0305 " Corte Almnte, Adj. Lot 44-4 1237.0 20.0 115 6.6 7 96
D0306 Corte Atwnte, Adj. Lot 44-4 1237.0 20.0 117 7.1 7 97
DOW Lot 36-1 1202.0 18.0 116 8.3 7 96
00308 Lot 30-1 1207.0 15.0 115 7.0 7 96
D0309 " Lot 51-4 1223.0 12.0 112 10.8 7 93
D0310 5-14-90 Tract24134-4,Corte Almante Adj 50-4 1223.0 15.0 114 11.3 7 95
' D0311 " Lot 55-4 1223.0 6.0 105 6.9 6 88
D0312 " Lot 45-4 1223.0 11.0 112 10.5 7 93
D0313 " Lot 20-4 1223.0 2.0 112 12.1 7 93
' D0314 Corte Almonte St. Adj. Lot 44-4 1223.0 4.0 112 11.6 7 93
D0315 " Lot 68-4 1232.0 4.0 111 10.7 7 92
D0316 " Lot 57-4 1225.0 4.0 100 7.2 6 84
' D0317 Lot 52-4 1225.0 21.0 108 8.9 6 91
D0318 " Lot 51-4 1225.0 2.0 ill 12.3 7 92
D0319 " Lot 18-4 1231.0 5.0 112 12.6 7 93
D0320 " Lot 52-4 1225.0 16.0 108 9.1 6 90
' D0321 " Greenbelt Adj. Lot 52-4 1225.0 12.0 109 9.3 6 91
D0322 " Lot 16-4 1237.0 9.0 110 11.9 7 92
D0323 " Lot 15-4 1238.0 9.0 ill 11.2 7 93
D0324 " Lot 13-4 1242.0 8.0 112 12.2 7 94
D0325 " Corte Montilla Adj. Lot 13-4 1242.0 1.0 112 11.7 7 93
D0326* " Lot 12-4 1244.0 6.0 112 13.0 7 93
00327* " Lot 11-4 1246.0 5.0 119 12.5 7 99
D0328* " Lot 9-4 1253.0 3.0 110 12.0 7 92
D0329* " Lot 48-4 1227.0 17.0 112 12.3 7 93
00330 5-15.90 Lot 49-4 1226.0 16.0 ill 6.0 7 93
00331 Lot 43-4 1243.0 21.0 116 6.0 7 96
D0332 Lot 55.4 1229.0 5.0 117 5.0 6 98
D0333 " Lot 57-4 1231.0 3.0 113 9.0 6 95
D0334 " Corte Almonte, Adj. Lot 57-4 1220.0 8.0 105 11.0 6 90
D0335 " Corte Almonte Adj. Lot 60.4 1227.0 5.0 106 12.0 6 90
D0336 " Lot 44-4 1237.0 14.0 112 13.0 6 94
D0337 " Lot 60-4 1231.0 2.0 115 12.0 7 96
D0338 " Lot 68-4 1240.0 20.0 112 11.0 6 94
D0339 " Lot 68-4 1240.0 18.0 119 8.0 7 98
D0340 " Lot 62-4 1237.0 5.0 108 6.0 6 91
'D0341 " Lot 58-4 1232.0 2.0 113 6.0 7 95
D0342 " Lot 51-4 1234.0 15.0 ill 8.0 7 92
00343 " Lot 51-4 1233.0 16.0 110 9.8 7 92
'00344 " Lot 18-4 1236.0 7.0 119 8.4 9 91
' Converse Consultants Inland Empire
1
' MEADOW NEST / MESA HOMES
Project Number: 88-81-148-03 Table l
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
' ICATION Elevation (ft) Below Test (ft) Density Content (%) Type M
--------------------------------------------------------------------------------------------------------------------------------
D0345 5-15-90 Tract 24134-4, Lot 18-4 1235.0 6.0 120 8.4 9 92
D0346 " Lot 9-4 1257.0 5.0 117 6.0 9 90
D0347 " Lot 8-4 1255.0 0.0 ill 9.0 7 93
D0348 " Lot 52-4 1228.0 18.0 114 6.0 7 95
D0349 " Lot 52-4 1228.0 18.0 117 5.0 9 90
D035OR " Retest for D0311 1223.0 6.0 114 10.3 6 95
D0351R " Retest for D0316 1225.0 4.0 114 9.6 6 95
D0352 " Lot 11-4 1254.0 7.0 114 11.8 7 95
' D0353 " Lot 11-4 1254.0 5.0 115 12.4 7 96
D0354 " lot 14-4 1247.0 5.0 112 12.6 7 93
D0355 " Lot 15-4 1246.0 7.0 ill 11.2 7 93
D0356* " Slope, Adj. Lot 53-4 1230.0 4.0 115 12.5 7 96
' D0357* " Lot 56-4 1230.0 1.0 109 12.0 7 91
D0358* " Lot 65-4 1238.0 5.0 117 11.3 7 97
D0359 " Lot 70.4 1238.0 11.0 ill 11.9 7 92
' 00360 " Greenbelt, Adj Lot. 64-4 1239.0 4.0 106 8.6 7 89
D0361 Greenbelt, Adj. Lot 12-4 1239.0 4.0 110 11.1 7 92
D0362 " Lot 9-4 1239.0 4.0 110 10.9 7 92
D0363 " Lot 44-4 1235.0 12.0 105 8.3 7 88
D0364 " Lot 61-4 1236.0 7.0 112 12.6 7 93
D0365 " Corte Almonte St. Adj. Lot 46-4 1234.0 14.0 108 12.2 7 90
D0366R " Retest for D0360 1239.0 4.0 ill 11.6 7 92
' D0367R " Retest for 00363 1235.0 12.0 113 11.8 7 94
D0368* 5-17.90 Slope, Adj. Lot 7-1 1216.0 4.0 109 10.1 6 91
D0369* " Slope, Adj. Lot 6-1 1218.0 6.0 113 9.6 6 94
' D0370 " Lot 3-1 1221.0 0.0 112 9.3 6 94
D0371 " Lot 2-1 1221.0 0.0 113 10.4 6 95
D0372 " Lot 2-1 1222.0 1.0 112 8.7 6 94
D0373* Lot 3-1 1222.0 1.0 ill 9.1 6 93
D0374* " Lot 2-1 1223.0 2.0 109 10.0 6 91
D0375 " Lot 3-1 1223.0 2.0 115 9.5 6 96
D0376 " tot 3-1 1224.0 3.0 113 8.8 6 94
' D0377 " Lot 2-1 1225.0 4.0 ill 9.3 6 93
D0378* Lot 3-1 1225.0 4.0 ill 10.7 6 93
D0379* " Lot 3-1 1225.0 4.0 109 10.3 6 91
D0380 Lot 2-1 1227.0 6.0 113 9.5 6 94
D0381 " Lot 3-1 1227.0 6.0 114 9.9 6 95
D0382 Lot 2-1 1229.0 8.0 112 10.2 6 94
D0383 " Lot 3-11 1231.0 10.0 112 8.9 6 94
' D0384 " Lot 2-1 1233.0 12.0 106 7.3 6 a8
D0385R " Retest for D0384 1233.0 12.0 110 9.7 6 92
D0386 " Lot 3-1 1235.0 14.0 105 6.9 6 88
' 00387R " Retest for D0386 1235.0 14.0 ill 9.9 6 93
' Converse Consultants Inland Empire
MEADOW WEST / MESA HOMES
Project Number: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Campaetion
(CATION Elevation (it) Below Test (it) Density Content (X) Type (X)
____________________________________ _________-__________-_-_________________-_-___---___-_--_______-----_
DOW 5-17-90 Tract 24134.1. Lot 2-1 1237.0 16.0 108 10.4 6 91
D0389 " Lot 3-1 1239.0 18.0 108 9.8 6 90
D0390 " Tract 24134-4, Lot 66-4 1238.0 5.0 115 8.9 7 96
D0391 " Lot 72.4 1238.0 3.0 115 9.1 7 96
00392 " Lot 43-4 1238.0 3.0 107 9.4 7 89
00393R " Retest for D0392 1238.0 3.0 109 9.8 7 90
00394 " Lot 47.4 1238.0 27.0 110 10.0 7 92
D0395 " Lot 59-4 1238.0 5.0 ill 10.3 7 93
D0396 " Lot 50-4 1238.0 30.0 112 10.1 7 94
' D0397 " Lot 53-4 1243.0 25.0 Ill 10.3 7 93
D0398 " Lot 65-4 1243.0 7.0 112 10.2 7 93
D0399* " Lot 71-4 1253.0 5.0 110 6.0 7 96
' D0400* " Lot 45-4 1243.0 21.0 113 7.0 7 94
00401* " Lot 46-4 1243.0 32.0 116 10.0 7 96
D0402* +' Lot 58-4 1243.0 5.0 115 10.0 7 95
'D0403 5-18-90 Lot 50.4 1236.0 24.0 108 11.4 7 90
D0404 " Corte Almonte Adj. Lot 56-4 1234.0 16.0 113 10.7 7 94
D0405 " Lot 53-4 1237.0 27.0 108 12.8 7 90
D0406 " Lot 18-4 1243.0 10.0 110 11.6 7 92
'D04D7 " Lot 18-4 1242.0 2.0 105 8.8 7 88
D0408R '+ Retest for D0407 1242.0 2.0 113 12.3 7 94
D0409 " Lot 46.4 1238.0 27.0 ill 12.8 7 92
D0410 " Corte Almonte, Adj. Lot 57-4 1238.0 18.0 109 10.9 7 91
00411 " Lot 49-4 1238.0 30.0 113 10.7 7 94
D0412 " Lot 53-4 1238.0 18.0 109 11.3 7 91
'D0413 " Slope, Adj. Lot 52-4 1238.0 22.0 104 8.3 7 87
D0414R " Retest for D0413 1238.0 22.0 ill 10.9 7 92
D0415* " Lot 58-4 1239.0 8.0 115 12.0 7 95
D0416* " Lot 10-4 1242.0 2.0 112 11.5 7 93
D0417* ^ Corte Calanda Adj. Lot 8-4 1242.0 1.0 108 12.3 7 90
D0418 Lot 24-3 1242.0 1.0 113 10.9 7 94
D0419 " Tr. 24134-1, Lot 61-1 1207.0 21.0 113 6.2 10 92
'D0420 " Lot 61-1 1207.0 21.0 114 6.4 10 93
D0421 Lot 62-1 1207.0 21.0 113 6.8 10 92
D0422 Lot 62-1 1207.0 21.0 114 6.2 10 92
I00423 " Lot 63-1 1206.0 20.0 114 6.8 10 93
00424 " Lot 64-1 1206.0 21.0 113 6.1 10 92
D0425 Lot 64-1 1206.0 21.0 113 6.6 10 92
D0426 " Lot 65-1 1205.0 18.0 117 4.6 10 90
D0427 Lot 65-1 1205.0 18.0 120 2.6 10 92
D0428 " Lot 66-1 1205.0 20.0 114 4.8 10 91
D0429 " Lot 66.1 1205.0 20.0 117 5.0 10 94
D0430 " Lot 67-1 1205.0 20.0 121 4.9 10 97
' Converse Consultants Inland Empire
' MEADOW WEST / MESA HOMES
Project Number: 88-81-148-03 Table 1
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Coorpaction
ICATION Elevation (ft) Below Test (ft) Density Content I%) Type (%)
-------------------------------------
D0431 5-18-90 Tract 24134.1, Lot 67.1 1205.0 20.0 119 5.9 10 96
D0432* Lot 61-1 1207.0 21.0 119 5.5 10 91
' D0433* " Lot 61-1 1207.0 21.0 121 5.5 10 93
D0434* " Lot 63.1 1206.0 20.0 124 6.0 10 95
D0435* Lot 65-1 1205.0 18.0 121 4.5 10 93
' D0436* " Lot 67-1 1205.0 20.0 119 6.0 10 91
D0437 5-21.90 Tr. 24134.4, Lot 51.4 1240.0 27.0 ill 12.7 7 92
D0438 " Corte Almonte Adj. Lot 51-4 1240.0 33.0 110 10.9 7 91
D11439 " Lot 54-4 1240.0 23.0 108 12.1 7 90
D0440 " Lot 56-4 1240.0 2.0 110 12.0 7 92
D0441 " Lot 50-4 1242.0 17.0 114 11.3 7 95
D0442 " Lot 60-4 1242.0 11.0 110 11.7 7 91
' D0443 " Lot 60-4 1242.0 5.0 105 9.2 7 68
D0444R " Retest for 00443 1242.0 5.0 108 11.8 7 90
D0445* " Lot 62-4 1242.0 7.0 123 8.3 10 95
' 00446* " Lot 54-4 1243.0 17.0 117 9.0 10 90
00447* " Lot 57-4 1245.0 5.0 117 8.5 10 90
D0448 " Lot 61.4 1242.0 17.0 118 8.7 10 91
D0449 " Lot 63-4 1242.0 4.0 120 7.4 10 92
' D0450 Lot 61-4 1244.0 22.0 119 7.9 10 91
D0451 Corte Almonte Adj. Lot 45-4 1243.0 20.0 119 8.9 10 92
D0452 " Lot 51-4 1242.0 31.0 120 8.6 10 92
' D0453 " Lot 56.4 1244.0 25.0 115 10.8 7 96
D0454 5-22-90 Lot 59-4 1246.0 17.0 112 13.2 7 93
D0455 " Lot 61-4 1247.0 17.0 112 13.3 7 93
' D0456 " Lot 63-4 1247.0 5.0 110 12.7 7 92
D0457 " Lot 19-4 1240.0 12.0 107 9.2 7 89
D0458R " Retest for D0457 1240.0 12.0 109 11.7 7 91
D0459 " Lot 48-4 1240.0 25.0 111 11.2 7 92
D0460 " Lot 45-4 1240.0 25.0 ill 12.1 7 93
D0461 " Lot 20-4 1240.0 14.0 103 10.9 7 86
D0462R " Retest for D0461 1240.0 14.0 109 13.6 7 91
' D0463* " Lot 44-4 1242.0 24.0 119 12.7 7 99
D0464* " Lot 68-4 1242.0 22.0 113 12.4 7 94
D0465* Lot 20-4 1244.0 5.0 114 12.9 7 95
00466 " Lot 43-4 1244.0 8.0 108 11.4 7 90
D0467 " Corte Almonte Adj. Lot 42-4 1246.0 10.0 109 12.1 7 91
D0468 Lot 71-4 1246.0 9.0 108 10.7 7 90
D0469 5-23-90 Tr. 24134-1, Slope Adj. Lot 47-1 1208.0 29.0 112 11.0 7 94
D0470 " Lot 48-1 1208.0 28.0 110 10.7 7 92
D0471 Lot 50-1 1208.0 27.0 104 8.3 7 87
00472R " Retest for D0471 1208.0 27.0 112 13.1 7 93
' D0473 Lot 52-1 1208.0 28.0 112 11.7 7 94
' Converse Consultants Inland Empire
MEADOW WEST / MESA HOMES
Project Number: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
1DENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
' ICATION Elevation (ft) Below Test (ft) Density Content M Type M
D0474 5-23-90 Tract 24134-1, Lot 53-1 1209.0 27.0 110 12.6 7 92
00475 " Lot 51-1 1210.0 28.0 109 11.3 7 91
' D0476 " Lot 49-1 1211.0 30.0 108 12.1 7 90
D0477 " Lot 48-1 1212.0 32.0 114 10.9 7 95
00478 " Lot 72-1 1199.0 18.0 ill 10.9 7 93
' D0479 " Lot 73-1 1199.0 16.0 110 13.2 7 92
D0480 " Lot 71-1 1199.0 6.0 108 11.1 7 90
D0481 " Lot 70-1 1201.0 19.0 110 10.7 7 92
00482* " Lot 74-1 1201.0 19.0 114 11.3 7 95
D0483* " Via Campanario Adj. Lot 68-1 1198.0 7.0 112 12.7 7 93
D0484* " Amarita Way Adj. Lot 74-1 1201.0 18.0 109 12.2 7 91
D0485 5-24-90 Tract 24134-4, Lot 18-4 1246.0 8.0 110 11.7 7 92
' D0486 " Lot 21-4 1251.0 19.0 108 12.9 7 90
D0487 " Lot 17-4 1251.0 8.0 114 12.6 7 95
D0488 Lot 16-4 1251.0 8.0 113 10.8 7 94
D0489 " Lot 18-4 1251.0 29.0 ill 10.5 7 93
D0490 " Lot 19-4 1251.0 7.0 112 11.1 7 93
D0491 " Lot 21-4 1252.0 2.0 110 10.7 7 92
D0492 " Tract 24134-1, Lot 76.1 1203.0 21.0 103 10.7 7 86
D0493R Retest for D0492 1203.0 21.0 112 12.8 7 94
00494 " Via Campanario St. Adj. Lot 74.1 1203.0 22.0 114 13.3 7 95
D0495 " Via Campanario St. Adj. Lot 73.1 1203.0 21.0 112 13.9 16 94
D0496* Amarfta Way Adj. Lot 72-1 1203.0 15.0 105 10.9 16 88
D0497R* " Retest For D0496 1203.0 15.0 113 13.6 16 95
D0498* Lot 69-1 1204.0 6.0 105 11.7 16 88
D0499R* 11 Retest for D0498 1204.0 6.0 ill 14.3 16 94
00500 " Via Campanario Adj. Lot 71-1 1204.0 20.0 ill 12.6 16 93
D0501 Lot 73-1 1204.0 22.0 107 14.9 16 90
00502 Slope, Adj. Lot 74-1 1204.0 22.0 108 15.1 16 91
00503 5-25-90 Lot 41-1 1209.0 30.0 113 13.2 7 94
D0504 Lot 43-1 1210.0 20.0 110 11.4 7 92
D0505 " Lot 39.1 1207.0 29.0 100 11.0 7 83
' D0506 " Retest for D0505 1207.0 29.0 108 11.9 7 90
D0507 " Lot 46-1 1211.0 30.0 ill 12.3 7 93
D0508 Lot 72-1 1206.0 22.0 ill 15.4 16 93
' D0509 " Lot 71-1 1205.0 22.0 110 14.5 16 92
D0510 " Amarits Way Adj. Lot 74-1 1203.0 26.0 109 14.0 16 91
D0511 " Lot 75-1 1208.0 27.0 ill 14.6 16 93
D0512 " Lot 37-1 1209.0 25.0 ill 11.1 7 93
' D0513 " Lot 35.1 1209.0 22.0 113 12.2 7 94
D0514* " Lot 32.1 1208.0 10.0 109 11.4 7 91
D0515* " Lot 31-1 1208.0 10.0 112 10.8 7 93
' 00516* " Lot 70-1 1204.0 10.0 113 12.9 16 95
' Converse Consultants Inland Empire
' MEADOW WEST / MESA HOMES
Project Number: 88-81.148-03 Table i
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
' (CATION Elevation (ft) Below Test (ft) Density Content (%) Type (X)
D0517* 5.25.90 Tract 24134-1, Lot 74-1 1209.0 28.0 114 13.7 16 96
D0518 " Lot 73-1 1208.0 26.0 110 14.2 16 92
' D0519 " Lot 75-1 1211.0 30.0 101 10.6 16 85
D0520R " Retest for D0519 i211.0 30.0 ill 14.1 16 93
D0521 5-29-90 Tr. 24134-2, Slope, Adj. Lot 63-2 1222.0 10.0 110 10.3 6 92
D0522 " Slope, Adj. Lot 63-2 1224.0 13.0 108 11.6 6 91
D0523 " Slope, Adj. Lot 63-2 1226.0 11.0 109 9.7 6 91
D0524 " Slope, Adj. Lot 62-2 1228.0 8.0 105 7.7 6 88
D0525R " Retest for D0524 1228.0 8.0 ill 11.2 6 93
' D0526 " Slope, Adj. Lot 65-2 1230.0 18.0 Ill 13.2 6 93
D0527 " Slope, Adj. Lot 65-2 1232.0 15.0 ill 10.7 6 93
D0528 " Slope, Adj. Lot 63-2 1234.0 19.0 ill 11.9 6 93
' D0529 " Slope, Adj. Lot 64-2 1233.0 20.0 109 10.3 6 92
D0530 " Slope, Adj. Lot 64-2 1237.0 21.0 109 9.7 6 91
D0531 " Slope, Adj. Lot 64-2 1239.0 22.0 107 10.9 6 90
' D0532 " Slope, Adj. Lot 66-2 1240.0 12.0 112 11.4 6 94
D0533 " Slope, Adj. Lot 64-2 1239.0 21.0 110 9.9 6 92
D0534 " Slope, Adj. Lot 68-2 1236.0 11.0 114 9.4 6 96
D0535* " Slope, Adj. Lot 67-2 1241.0 8.0 112 10.1 6 93
' D0536* " Slope, Adj. Lot 68-2 1242.0 14.0 107 11.1 6 89
D0537R* Retest for D0536 1242.0 14.0 111 10.5 6 93
D0538* " Lot 69-2 1244.0 2.0 107 11.2 6 90
' D0539 5-30-90 Lot 65-2 1242.0 24.0 107 12.3 6 90
D0540 " Lot 64-2 1242.0 15.0 113 11.4 6 95
D0541 " Lot 62-2 1242.0 14.0 110 13.1 6 92
' 00542 " Lot 68.2 1242.0 13.0 105 7.5 6 88
D0543 " Retest for D0542 1242.0 13.0 113 10.1 6 95
D0544 " Lot 65-2 1242.0 17.0 108 11.7 6 90
D0545 Lot 63-2 1242.0 15.0 109 11.9 6 91
' D0546 " Lot 66-2 1243.0 1.0 101 10.9 6 85
D0547R " Retest for D0546 1243.0 1.0 110 12.9 6 92
D0548* " Lot 64-2 1244.0 10.0 113 12.2 6 94
D0549* " Lot 62-2 1244.0 12.0 116 10.9 6 97
D0550* " Lot 63-2 1244.0 4.0 114 13.1 6 96
00551 Lot 65.2 1244.0 11.0 111 10.4 6 93
' D0552 " Lot 68-2 1244.0 10.0 113 11.2 6 94
D0553 " Lot 69-2 1244.0 2.0 109 13.0 6 91
D0554 5.31-90 Tract 24134.4, Lot 68-4 1244.0 23.0 110 11.3 6 92
D0555 " Lot 67-4 1244.0 22.0 109 10.6 6 91
D0556 " Lot 66-4 1244.0 19.0 111 12.7 6 93
D0557 " Lot 65.4 1244.0 12.0 109 12.5 6 91
D0558 " Lot 66-4 1244.0 12.0 114 11.2 6 95
' D0559 " Lot 68-4 1246.0 27.0 109 11.2 6 92
tConverse Consultants Inland Empire
' MEADOW WEST / MESA HOMES
Project Number: 88-81-148.03 Table 1
SUMMARY OF FIELD TEST RESULTS
POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
ICATION Elevation (ft) Below Test (ft) Density Content (%) Type (%)
--------------------------------------------------------------------------------------------------------------------------------
D0560 5-31.90 Tract 24134.4, Lot 69-4 1246.0 18.0 108 10.1 6 90
D0561 " Lot 70-4 1246.0 12.0 109 10.7 6 91
D0562 Lot 70-4 1248.0 19.0 105 9.6 6 88
D0563R " Retest for D0562 1248.0 19.0 110 11.7 6 92
D0564 " Lot 64-4 1245.0 7.0 112 10.9 6 94
' D0565 " Lot 64-4 1245.0 4.0 109 10.4 6 91
D0566* " Lot 71.4 1243.0 0.0 112 12.8 6 94
D0567* " Lot 72-4 1250.0 5.0 113 11.5 6 94
D0568* " Lot 67-4 1247.0 21.0 ill 12.3 6 93
' D0569 6/l/90 Tract 24134-1, Lot 82-1 1202.0 0.0 110 10.9 6 92
00570 " Lot 83.1 1204.0 2.0 112 11.6 6 94
D0571 " Lot 81.1 1205.0 7.0 113 11.3 6 95
D0572 " Slope Adj. Lot 80-1 1210.0 0.0 109 9.2 6 91
D0573 " Lot 79-1 1213.0 2.0 113 9.3 6 95
D0574 " Lot 79-1 1215.0 4.0 110 9.9 6 92
' D0575 6/5/90 Lot 82-1 1207.0 11.0 109 12.3 6 92
D0576 " Lot 81-1 1209.0 4.0 110 11.7 6 92
D0577 " Lot 83-1 1211.0 12.0 111 12.0 6 93
D0578 Lot 80-1 1211.0 6.0 ill 12.4 6 93
D0579 " Lot 84-1 1213.0 3.0 109 11.9 6 91
D0580 6/7/90 Lot 83-1 1214.0 16.0 111 10.5 6 93
D0581 " Lot 81-1 1212.0 9.0 110 11.4 6 92
' D0582 " Tract 24134-2, Lot 21-2 1233.0 0.0 122 8.9 10 94
D0583 " Tract 24134-4, Lot 64.4 1246.0 4.0 ill 10.3 6 93
D0584 06-22-90 Lot 83-1 1216.0 16.0 ill 11.3 6 93
D0585 " Slope Adj. Lot 82.1 1215.0 20.0 109 10.6 6 91
D0586 " Lot 83.1 1215.0 15.0 109 10.7 6 91
D0587 " Lot 81-1 1215.0 11.0 109 11.0 6 91
D0588 " Slope Adj. Lot 81-1 1215.0 17.0 110 11.4 6 92
D0589 " Slope Adj. Lot 81-1 1215.0 13.0 108 10.2 6 91
D0590 7-9-90 Tract 24134-2, Lot 56-2 1242.0 0.0 9 10.2 7 90
00591 Lot 59-2 1243.0 0.0 113 10.2 7 94
' D0592 " Lot 62-2 1245.0 14.0 120 8.7 7 100
D0593 " Lot 65-2 1246.0 18.0 119 7.8 7 99
D0594 Lot 68-2 1244.0 15.0 115 2.2 7 95
D0595 " Lot 71-2 1245.0 0.0 116 7.1 7 96
-'00596 ,1 Tract 24134-4, Lot 52-4 1243.0 31.0 ill 7.0 7 92
D0597 Lot 55-4 1244.0 20.0 110 4.6 7 92
D0598 " Lot 58-4 1246.0 5.0 118 2.9 7 98
D0599 " Lot 61-4 1248.0 19.0 109 4.4 7 91
D0600 Lot 64.4 1247.0 4.0 114 1.3 7 95
D0601 " Lot 67-4 1249.0 25.0 120 1.4 7 99
00602 " Lot 70-4 1249.0 16.0 114 2.0 7 95
' Converse Consultants Inland Empire
P' MEADDN NEST / MESA HOMES
Project Nunber: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
' ICATION Elevation (it) Below Test (ft) Density Content (%) Type (%)
--------------------------------------------------------------------------------------------------------------------------------
00603 07-09-90 Tract 24134-1, Lot 42-1 1211.0 25.0 117 4.4 6 98
D0604 " Lot 45-1 1212.0 25.0 114 5.9 6 95
' D0605 " Lot 48-1 1212.0 32.0 119 3.3 6 99
D0606 Lot 51-1 1211.0 29.0 118 5.2 6 98
D0607 " Lot 53-1 1210.0 28.0 129 9.0 10 99
' D0608 " Lot 29-1 1206.0 1.0 95 8.2 7 79
D0609R " Retest for D0608 1206.0 1.0 118 6.9 7 98
D0610 " Lot 21-1 1210.0 3.0 113 6.4 7 94
D0611 " Tract 24134-2, Lot 54-2 1240.0 0.0 108 7.8 7 90
D0612 Lot 27-2 1240.0 6.0 116 3.2 7 96
D0613 " Lot 30-2 1241.0 0.0 112 6.4 7 93
D0614 " Lot 33-2 1243.0 0.0 114 4.1 7 95
' D0615 " Lot 35-2 1245.0 0.0 114 8.6 7 95
D0616 " Tract 24134-1, Lot 78.1 1213.0 22.0 108 4.8 6 90
D0617 " Lot 75-2 1210.0 27.0 118 9.1 6 99
00618 7-16-90 tot 62-1 1207.0 20.0 108 3.9 7 90
D0619 " Lot 64-1 1206.0 22.0 114 3.8 7 95
D0620 " Lot 66-1 1205.0 21.0 108 3.5 7 90
D0621 " Lot 60.1 1208.0 26.0 113 5.6 7 94
' D0622 Lot 58-1 1207.0 28.0 108 11.1 7 90
D0623 Lot 56-1 1206.0 24.0 109 5.0 7 91
D0624 " Lot 54-1 1205.0 23.0 115 5.8 7 96
' D0625 " Lot 52-1 1210.0 29.0 110 5.3 7 92
D0626 " Lot 82.1 1210.0 5.0 110 12.8 7 92
D0627 " Lot 79-1 1215.0 13.0 110 11.3 7 92
' D0628 " Lot 84-1 1218.0 5.0 108 11.7 7 90
D0629 " Lot 80-1 1216.0 7.0 109 10.9 7 91
D0630 " Lot 78-1 1214.0 26.0 109 12.3 7 91
D0631 07-17-90 Tr.24134-3, Slope Adj. Lot 45-3 1194.0 0.0 110 10.7 7 92
' D0632 " Slope Adj. Lot 45-3 1194.0 0.0 109 10.5 7 91
00633 " Slope Adj. Lot 45-3 1200.0 2.0 ill 11.1 7 93
D0634 " Slope Adj. Lot 45-3 1200.0 2.0 109 11.1 7 91
' D0635 ,1 Slope Adj. Lot 45.3 1198.0 2.0 108 10.6 7 90
D0636 " Slope Adj. Lot 45-3 1198.0 2.0 110 10.2 7 92
D0637 07-11-90 Tract 24134-1, Slope Adj. Lot 1-1 1220.0 5.0 104 6.5 3 91
D0638 " Slope Adj. Lot 3-1 1220.0 5.0 103 8.8 3 90
' D0639 " Slope Adj. Lot 5-1 1220.0 5.0 114 4.9 3 99
D0640 Slope Adj. Lot 2-1 1230.0 5.0 113 4.8 3 98
D0641 " Slope Adj. Lot 4-1 1230.0 5.0 108 5.2 3 95
' D0642 " Slope Adj. Lot 6-1 1230.0 15.0 113 6.2 3 98
00643 Slope Adj. Lot 2.1 1240.0 15.0 108 5.2 3 94
D0644 " Slope Adj. Lot 7-1 1240.0 25.0 106 6.2 3 92
' D0645 07-18.90 Corte Siero Adj. Lot 55-1 1197.0 11.0 113 7.1 7 94
' Converse Consultants Inland Empire
MEADOW WEST / MESA HOMES
Project Number: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
' ICATION Elevation (ft) Below Test (ft) Density Content M Type M
---------------------------------
D0646 07-18.90 Corte Siero Adj. Lot 58-1 1199.0 13.0 113 6.4 7 95
DO647* 07-19-90 Tract 24134-2, Lot 1.2 1221.0 2.0 108 10.1 7 91
D0648* " Lot 1-2 1219.0 0.0 112 9.4 7 93
D0649 Tract 24134-1, Lot 85-1 1218.0 1.0 118 7.9 7 98
D0650 " Lot 85-1 1217.0 0.0 116 8.1 7 97
' D0651 Lot 54-1 1205.0 21.0 118 5.1 9 90
D0652 " Lot 57-1 1206.0 24.0 108 5.4 9 83
D0653 " Lot 60-1 1207.0 25.0 121 5.1 9 93
' D0654 " Lot 37-1 1213.0 30.0 120 4.6 9 92
D0655 " Lot 34-1 1211.0 18.0 119 4.5 9 91
D0656 " Lot 31.1 1210.0 14.0 121 4.8 9 93
D0657 " Tract 24134-2, Lot 52-2 1238.0 5.0 115 3.8 18 92
' D0658 " Lot 49-2 1239.0 18.0 115 5.8 18 92
D0659 " Lot 25-2 1238.0 19.0 117 7.8 18 94
D0660* 07-20-90 Lot 22-2 1234.0 16.0 115 6.5 18 92
' DO661* " Lot 19.2 1235.0 0.0 Ill 7.5 4 94
D0662 " Lot 16-2 1238.0 0.0 110 2.5 6 92
D0663* " Lot 13-2 1241.0 6.0 123 3.9 10 95
00664* " Lot 10-2 1243.0 0.0 114 3.5 6 95
' DO665* " Lot 6-2 1244.0 0.0 123 5.2 5 95
DO666' " Tract 24134-3, Lot 10-3 1248.0 11.0 114 2.7 18 92
D0667* " Lot 13.3 1246.0 0.0 114 2.8 18 91
' DO668* " Lot 16-3 1245.0 0.0 122 3.3 18 97
00669* " Lot 19-3 1246.0 0.0 114 3.4 18 95
D0670 07-24-90 Tract 24134-4, Lot 50-4 1244.0 32.0 118 4.1 6 98
' D0671 " Lot 47-4 1246.0 33.0 120 4.1 6 100
D0672 " Lot 45-4 1248.0 30.0 121 3.7 6 100
D0673 " Tract 24134-1, Lot 71-1 1206.0 20.0 125 5.9 8 98
D0674 " Lot 74-1 1210.0 26.0 118 5.2 7 98
D0675 " Lot 77-1 1214.0 25.0 114 2.6 7 95
D0676 ° Lot 80-1 1217.0 5.o 116 4.5 7 96
D0677 " Lot 83-1 1219.0 17.0 122 3.2 5 95
' D0678 07-25-90 Tract 24134-4, Lot 45-4 1248.0 32.0 108 5.1 7 90
D0679 " Lot 46-4 1247.0 32.0 107 3.5 7 90
D0680 " Lot 46-4 1247.0 30.0 108 4.9 7 90
D06111 " Lot 47-4 1246.0 33.0 110 4.7 7 91
D0682 " Lot 48.4 1245.0 35.0 110 5.2 7 91
D0683 Lot 48-4 1245.0 35.0 109 3.8 7 91
D0684 " Lot 49-4 1245.0 35.0 111 3.2 7 92
D0685 " Lot 49-4 1245.0 33.0 110 4.5 7 92
00686 " Lot 47-1 1213.0 36.0 117 2.5 7 98
D0687 07-31-90 Lot 47-1 1213.0 36.0 110 4.1 7 92
' D0688 " Lot 48-1 1213.0 32.0 112 3.0 7 93
Converse Consultants Inland Empire
' MEADOW WEST / MESA HOMES
Project Number: 88-81-148-03 Table 1
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil ConQaction
ICATION Elevation (ft) Below Test (ft) Density Content M Type M
____________________________________________________________________________________________________________________________
D0689 07-31-90 Lot 49-1 1212.0 31.0 114 2.8 7 95
D0690 " Lot 49-1 1212.0 31.0 109 3.6 7 91
' D0691 " Lot 50-1 1212.0 33.0 ill 3.5 7 93
D0692 " Lot 50-1 1212.0 34.0 110 3.0 7 92
D0693 " Lot 51-1 1211.0 29.0 ill 3.3 7 93
D0694 " Lot 52-1 1211.0 28.0 112 3.9 7 93
D0695 " Lot 52-1 1211.0 29.0 113 4.9 7 93
D0696 " Lot 53-1 1210.0 27.0 112 3.3 7 93
D11691 " Lot 69-1 1200.0 0.0 110 12.1 7 92
D0698 Lot 69-1 1202.0 7.0 ill 10.6 7 93
D0699 " Corte Cabello, Adj. Lot 52.1 1203.0 23.0 109 10.8 7 91
D0700 " Corte Siero, Adj. Lot 64-1 1200.0 14.0 109 11.4 7 91
' D0701 24134-1,Corte Abanitia Adj. Lot 36-1 1206.0 10.0 109 10.9 7 91
D0702 Cale Rosso Adj. Lot 11-1 1211.0 1.0 110 12.6 7 92
D0703 Cale Rosso Adj. Lot 16-1 1216.0 1.0 112 11.5 7 93
' D0704 NO TEST
D0705 08-01-90 Tract 24134-4, Lot 8 1258.0 0.0 110 10.7 7 92
D0706 " Lot 8-4 1257.0 2.0 ill 11.4 7 93
D0707 Lot 8-4 1258.0 3.0 110 11.3 7 92
' D0708 " Lot 26-4 1252.0 0.0 112 10.6 7 93
D0709 " Lot 26-4 1253.0 6.0 112 11.1 7 93
D0710 Lot 26.4 1254.0 2.0 ill 12.2 7 93
' 00711 " Lot 27-4 1252.0 1.0 110 11.6 7 92
D0712 " Lot 27-4 1254.0 2.0 113 10.8 7 94
D0713 Lot 27-4 1256.0 3.0 108 11.5 7 90
D0714 " Tract 24134-1, Lot 69.1 1204.0 3.0 108 10.3 7 90
' D0715 " Lot 39-1 1210.0 30.0 113 5.2 7 94
D0716 Lot 39-1 1210.0 30.0 114 5.1 7 95
D0717 " Lot 40-1 1210.0 30.0 117 3.1 7 98
00718 " Lot 40-1 1210.0 30.0 113 3.1 7 94
D0719 if Lot 41.1 1211.0 31.0 ill 3.4 7 93
00720 " Lot 41-1 1211.0 31.0 119 3.0 7 99
'00721 " Lot 42-1 1212.0 31.0 ill 2.8 7 93
D0722 " Lot 43.1 1212.0 22.0 112 4.0 7 93
D0723 " Lot 43.1 1212.0 22.0 113 4.0 7 94
D0724 " Lot 44-1 1212.0 25.0 98 3.2 7 82
'D0725R " Retest for D0724 1212.0 25.0 112 3.7 7 93
D0726 " Lot 45-1 1213.0 26.0 109 4.0 7 91
D0727 " Lot 46-1 1213.0 25.0 115 4.3 7 96
'D0728 " Lot 46-1 1213.0 29.0 112 4.1 7 93
D0729 08-07-90 Tract 24134-1, Lot 55-1 1205.0 23.0 109 3.8 7 90
D0730 " Lot 55-1 1205.0 22.0 109 3.1 7 91
D0731 It Lot 56-1 1206.0 23.0 108 3.1 7 90
' Converse Consultants Inland Empire
MEADOW NEST / MESA HOMES
Project Number: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
[CATION Elevation (ft) Below Test (ft) Density Content (%) Type (%)
--------------------------------------------------------------------------------------------------------------------------------
D0732 08-07.90 Lot 46-1 1207.0 27.0 119 6.4 7 95
D0733 " Lot 58-1 1207.0 29.0 114 6.5 18 91
' D0734 " Lot 59-1 1207.0 26.0 ill 5.1 7 93
D0735 Lot 59-1 1207.0 26.0 114 2.6 18 91
D0736 " Lot 61-1 1208.0 20.0 115 2.3 19 90
D0737 " Lot 61-1 1208.0 19.0 110 2.5 7 91
D0738 " Lot 62-1 1207.0 20.0 112 4.4 7 95
D0739 " Lot 63-1 1207.0 20.0 ill 6.1 7 93
D0740 " Lot 63-1 1207.0 21.0 113 3.6 7 94
D0741 Tract 24134-3, Slope Adj. Lot 35-3 1236.0 1.0 108 11.3 7 90
D0742 " Slope Adj. Lot 35-3 1238.0 3.0 110 9.5 7 91
D0743 " Slope Adj. Lot 35-3 1240.0 5.0 ill 10.9 7 93
D0744 " Tract 24134-1, Lot 64-1 1206.0 21.0 ill 4.1 7 92
00745 " Lot 65-1 1206.0 21.0 109 4.7 7 91
D0746 " Lot 65-1 1206.0 21.0 109 4.7 7 91
D0747 " Lot 66-1 1205.0 20.0 110 3.3 7 92
D0748 " Lot 67-1 1205.0 22.0 108 2.3 7 90
D0749 " Lot 70-1 1205.0 23.0 117 2.7 19 91
D0750 Lot 70-1 1205.0 7.0 120 2.8 19 94
' D0751 " Lot 70-1 1205.0 15.0 119 2.9 19 93
D0752 " Tract 24134-3, Slope Adj. Lot 35-3 1242.0 7.0 113 10.2 18 91
D0753 Slope Adj. Lot 33 1244.0 9.0 115 12.9 19 90
D0754 " Lot 7-3 1246.0 0.0 110 12.6 7 92
D0755 Lot 7-3 1248.0 2.0 ill 11.4 7 93
D0756 " Lot 7-3 1249.0 3.0 109 11.2 7 91
D0757 08-08-90 Tract 24134-3, Slope Adj. Lot 36-3 1246.0 11.0 112 9.9 7 93
D0758 " Slope Adj. Lot 35-3 1248.0 13.0 121 10.2 13 92
D0759 " Slope Adj. Lot 35-3 1250.0 13.0 120 10.1 13 90
D0760 J. Tract 24134-1, Lot 38-1 1214.0 30.0 110 4.4 7 92
D0761 " Lot 38-1 1214.0 31.0 106 4.1 3 93
D0762 " Lot 37-1 1213.0 31.0 114 4.0 7 95
00763 " Lot 36-1 1213.0 30.0 116 3.8 7 97
00764 " Lot 36-1 1213.0 30.0 109 3.3 7 91
D0765 08-10-90 Tract 24134-3, Lot 27-3 1247.0 2.0 117 8.2 19 92
D0766 " Lot 27-3 1249.0 3.0 117 8.4 19 92
00767 Lot 24-3 1245.0 3.0 114 7.9 19 90
D0768 " Lot 24-3 1247.0 4.0 112 8.4 7 93
D0769 " Lot 45-3 1210.0 4.0 109 10.7 7 90
D0770 " Lot 45-3 1214.0 6.0 110 9.4 7 92
D0771 08-14-90 Tract 24134-1. Lot 38-1 1214.0 31.0 109 2.7 7 91
D0772 " Lot 38-1 1214.0 32.0 108 2.6 7 90
D0773 " Lot 36-1 1213.0 28.0 107 4.8 7 90
D0774 " Lot 36-1 1213.0 28.0 109 5.4 7 91
Converse Consultants Inland Empire
' MEADOW WEST / MESA HOMES
Project Number: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fitt Dry Moisture Soil Compaction
(CATION Elevation (ft) Below Test (ft) Density Content I%) Type (%)
..-------•------------- -------------...--------------......------.----------------
D0775 08.14.90 Lot 35-1 1212.0 27.0 110 3.3 7 92
D0776 " Lot 35-1 1212.0 25.0 108 4.4 7 90
' DOM " Lot 33-1 1211.0 11.0 113 5.4 7 94
DOT/8 " Lot 33.1 1211.0 16.0 ill 3.2 7 93
D0779 " Lot 32-1 1209.0 13.0 112 5.9 7 94
' D0780 " Lot 32-1 1209.0 17.0 113 5.4 7 94
D0781 Lot 30-1 1209.0 10.0 113 4.5 7 94
00782 " Lot 30-1 1209.0 14.0 118 4.4 7 98
D0783 " Lot 29-1 1209.0 7.0 110 4.6 7 92
' oO784 " Lot 29-1 1209.0 8.0 108 5.2 7 90
D0785 " Lot 28-1 1209.0 3.0 114 3.4 7 95
D0786 " Lot 28-1 1209.0 3.0 110 4.6 7 92
' D0787 " Lot 21-1 1213.0 5.0 109 5.2 7 91
D0788 " Lot 21-1 1213.0 3.0 109 4.0 7 91
D0789 " Lot 20-1 1217.0 11.0 117 5.5 7 98
D0790 Lot 20-1 1217.0 6.0 108 5.0 7 90
' D0791 " Lot 19-1 1218.0 3.0 113 4.9 7 94
DOM Lot 19-1 1218.0 3.0 112 4.5 7 94
D0793 Lot 18-1 1219.0 8.0 108 3.8 7 90
' D0794 " Lot 18-1 1219.0 5.0 107 4.0 7 90
00795 " Tract 24134-1, Lot 17-1 1220.0 6.0 110 4.6 7 92
D0796 " Lot 17-1 1220.0 8.0 111 4.0 7 93
' D0797 " Lot 16-1 1220.0 6.0 110 5.0 7 92
D0798 " Lot 16-1 1220.0 2.0 108 4.2 7 90
D0799 Lot 11-1 1218.0 3.0 108 3.6 7 90
D0800 08-14-90 Lot 11-1 1218.0 7.0 108 7.2 7 90
' D0801 " Lot 10-1 1217.0 7.0 110 5.4 7 92
D0802 Lot 10-1 1217.0 10.0 109 6.1 7 91
D0803 " Lot 9.1 1216.0 20.0 109 5.1 7 91
D0804 " Lot 9-1 1216.0 14.0 109 4.7 7 91
D0805 Lot 8-1 1216.0 18.0 112 4.2 7 93
D0806 " Lot 8-1 1216.0 27.0 113 4.2 7 94
' D0807 " Lot 7-1 1216.0 20.0 107 5.2 7 90
D0808 " Lot 7-1 1216.0 16.0 112 5.0 7 93
D0809 " Lot 6-1 1216.0 4.0 108 5.4 7 90
D0810 " Lot 6-1 1216.0 11.0 109 4.7 7 91
' D0811 " Lot 4-1 1217.0 6.0 107 7.3 7 90
00812 " Lot 4-1 1217.0 3.0 108 8.1 7 90
D0813 " Lot 3-1 1218.0 6.0 108 6.2 7 90
' D0814 " Lot 3.1 1218.0 5.0 108 4.7 7 90
D0815 " Lot 68-1 1202.0 0.0 108 5.8 7 90
D0816 " Lot 68-1 1202.0 0.0 109 5.0 7 91
' D0817 " Lot 69-1 1204.0 7.0 108 5.9 7 90
' Converse Consultants Inland Empire
' MEADOW WEST / MESA HOMES
Project Number: 88-81-148-03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test A roximate A roximate A roximete Field PP PP pp 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
(CATION Elevation (ft) below Test (ft) Density Content (X) Type (X)
-----_________________________________ __-----_----_----__-------__-------_---_----...-_-
D0818 08-14.90 Lot 69-1 1204.0 7.0 108 5.3 7 90
D0819 " Lot 72-1 1208.0 24.0 ill 4.2 7 93
D0820 " Lot 72-1 1208.0 22.0 113 4.6 7 94
D0821 Lot 73-1 1209.0 27.0 114 3.8 7 95
D0822 " Lot 73-1 1209.0 25.0 114 3.9 7 95
' D0823 " Lot 75-1 1212.0 32.0 112 4.3 7 93
D0824 " Lot 75-1 1212.0 30.0 ill 3.2 7 92
D0825 " Lot 76-1 1213.0 31.0 116 3.6 7 96
D0826 " Lot 76-1 1213.0 31.0 118 3.3 7 98
00827 to Lot 78-1 1215.0 27.0 112 5.7 7 94
D0828 " Lot 78-1 1215.0 22.0 109 5.8 7 91
D0829 " Tract 24134-1, Lot 79-1 1216.0 16.0 112 4.0 7 91
' D0830 Lot 79-1 1216.0 16.0 109 4.5 7 91
D0831 " Lot 81-1 1218.0 16.0 109 5.0 7 91
D0832 " Lot 81-1 1218.0 12.0 109 5.9 7 91
D0833 Lot 82-1 1218.0 20.0 110 3.9 7 92
' D0834 " Lot 82-1 1218.0 16.0 109 3.9 7 91
D0835 " Lot 84-1 1220.0 10.0 112 5.9 7 93
D0836 " Lot 84.1 1220.0 12.0 113 6.1 7 94
' 00837 Lot 85-1 1220.0 4.0 110 7.8 7 91
D0838 " Lot 85.1 1220.0 6.0 107 9.2 7 90
D0839* 08.16.90 Tract 24134-4, Lot 8.4 1258.0 3.0 105 7.8 3 92
tD084O* " Lot 11-4 1256.0 15.0 112 6.0 7 93
D084l* " Lot 14-4 1254.0 19.0 110 6.4 7 92
DO842* 08-17.90 Lot 17-4 1253.0 7.0 117 3.1 7 97
D0843* " Lot 20-4 1253.0 20.0 119 3.9 7 99
1 D0844* to Lot 42-4 1251.0 3.0 106 6.5 3 93
D0845* it Lot 63.4 1248.0 6.0 106 5.2 3 92
D0846* " Tract 24134-5, Lot 24-3 1248.0 5.0 108 6.0 3 95
' D0847* " Tract 24134-3, Lot 27-3 1250.0 3.0 ill 2.9 3 97
D0848 08-23-90 Tract 24134-2, Lot 69-2 1245.0 10.0 110 5.6 7 91
DOM It Lot 69-2 1245.0 13.0 114 5.2 7 95
D0850 " Lot 67-2 1246.0 6.0 ill 5.9 7 92
D0851 " Lot 67-2 1246.0 3.0 112 6.4 7 93
D0852 " Lot 66-2 1246.0 6.0 114 5.6 7 95
D01153 " Lot 66-2 1246.0 3.0 110 6.6 7 92
'00854 " Lot 64-2 1245.0 15.0 116 5.4 7 97
D0855 " Lot 64-2 1245.0 5.0 110 4.9 7 92
D0856 Lot 63-2 1245.0 5.0 112 4.6 7 93
D0857 " Lot 63-2 1245.0 3.0 109 3.1 7 91
D0858 " Lot 61-2 1244.0 0.0 ill 3.9 7 93
D0859 " Lot 61-2 1244.0 0.0 113 4.3 7 95
'D0860 " Lot 52-2 1238.0 3.0 110 2.9 7 92
' Converse Consultants Inland Empire
MEADOW WEST / MESA HOMES
' Project Number: 88-81-148.03 Table I
SUMMARY OF FIELD TEST RESULTS
' POINT Test Approximate Approximate Approximate Field 1 Relative
IDENTIF Date Test Location Test Depth of Fill Dry Moisture Soil Compaction
ICATION Elevation (ft) Below Test (it) Density Content M Type (%)
-------------------------------------------------------------------•----......--------'-........................-...............
' D0861 08.23-90 Lot 52.2 1238.0 4.0 112 4.1 7 93
D0862 " Lot 48-2 1239.0 3.0 ill 3.2 7 93
D0863 " Lot 48-2 1239.0 4.0 110 3.6 7 92
' D0864 " Lot 47-2 1240.0 3.0 108 4.0 7 90
D0865 " Lot 47.2 1240.0 3.0 113 3.7 7 94
D0866 " Lot 28-2 1240.0 5.0 113 3.9 7 94
' D0867 " Lot 28.2 1240.0 6.0 113 4.2 7 94
D0W " Lot 29-2 1241.0 6.0 108 3.1 7 90
D0869 " Lot 29.2 1241.0 4.0 ill 3.5 7 92
D01170 " Lot 11-2 1243.0 3.0 108 3.4 7 90
00871 " Lot 11-2 1243.0 3.0 110 4.2 7 92
D0872 Tract 24134-2, Lot 21-2 1234.0 3.0 108 5.1 7 90
D0873 " Lot 21-2 1234.0 8.0 108 4.1 7 90
' D0874 " Lot 15-2 1239.0 4.0 109 4.0 7 90
00875 " Lot 15-2 1239.0 3.0 109 4.3 7 91
D0876 " Lot 14-2 1240.0 5.0 108 2.7 7 90
' D0877 a Lot 14-2 1240.0 3.0 109 3.4 7 91
D0878 " Lot 12-2 1242.0 0.0 109 4.2 7 91
D0879 " Lot 12-2 1242.0 0.0 11 5.3 7 92
t
1
Converse Consultants Inland Empire
p
i
GRAD I NG NOTES
' GRAD I NGPLANRANCHO CALIFdRNIA
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70. ROUGH
AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE =1 X IF CUT OR
FILL IS LESS THAN 1099 2% IF CUT OR FILL IS GREATER THAN 10' .
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED o
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPES _ 2: 1 . ....�
4. PROVIDE 59
WIDE BY 11 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL TRACT NO s 24 134 - 1 24134 2 1?FILL SLOPES OVER 5' HIGH. 24134 3 & 24134 - 4
6
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND ah
WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER I ' '` PAOSA PROJECT
DEEP . SITE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY �.
DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE a�
BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. GRADE. ELEVATION
AND LOCATION OF CUT FILL SLOPES. 76 _ TEMECULA
7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 1QOYR 0 STORM FLOWS. ALONG 88 f,
TOP CUT OF SLOPE.
5 67 ISS 59 60 !o/ l03 s 29 47 60 L2
e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 55 64 30
ONE FOOT. s� � �� 9 28 �, � 59 VICINITY MAP
. �
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE N to 49 5e 1
PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS.
g � �42 4/ 40 39 !aG a t r 3t � -� sT 65 N.T.S.
DATED JANUARY 17, 1989 . TWO SETS OF THE FINAL COMPACTION REPORT �� 4 67 Z� 33 ,o
SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL .1� 38 3 t2 k� 5G N�' 6G
INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT q$ 8 �y �0 13/ 68 ZSNC• �
GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE -7* 5 60 49 N . 6 2 37 ti t3 35 42 y 52 56 7
PRELIMINARY SOILS REPORT.
79 zi A% 69 t 5 /4 41 54-
10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY '9 ?Z ZB Z¢ J��5E 70 � 3G o 0 5�
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE t5 4
AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR 'qp & /� 7/ �,� 7-3 14, 22 3 39
TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
11 el
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL /7 8
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE Z/ ZD /9 /8 7
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION S
AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIOR TO THE Q 4
APPROVAL OF FINAL INSPECTION. Ilk.
s-7 S8 `� 6° 63 70 A a
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN 53 54. .5s st 62 �G 53 A
CLEARED OF WEEDS, DEBRIS. TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
66
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT 196
MUST BE CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL �8 4-4
SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS G' /P E 67 0 4Q G
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. O 9 4.s
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 49 45 69 i2 20 1%
PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE 60 r9 20 43 1 7¢ 21 ¢J ¢, LEGEND
PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
2/ 4Z 7r $z
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 41
22 72 Z.0 Coll� 8 � T.C. TOP OF CURB ----•-�- X°- * �DED SWALE DIRECTION
O I< � _
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST. CONTINUE TO 17 2 F.S. TINISH SURFACE
3 7� V 24 \ F.L. FLOW LINE P 7PSRTY LINE
24 7f
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURESO �c 39 kt Q" 25 �j/ s� �- F.G. FINISH GRADE
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING 38 '4 Q► ,. P. PAD ELEVATION RETAINING WALL
PROPERTIES DURING GRADING OPERATIONS. i5 25 24 �5
75 B.V.C. BEGIN VERTICAL CURVE !
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS 14 26 57 c 9 IC 5 27 34 Q P.I. POINT OF INTERSECTION ~ _ - �.- - DAYLYGM LINE
(1 .51 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND Q s: Q E.V.C. END VERTICAL CURVE
SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL 3 ?_'7 �6 77 ¢ is 33
B.S.L. BUILDING SETBACK LINE
HEIGHT. ;3 �Z zs 3s 78 3 � 29 3z NO / S.D. r STbRM DRAIN TOP OF SLOPE
• ? T.W. TOP OF WALL ELEVATION , 4
0 11 29 34 T9 � T.F. TOP OF FOOTING ELEVEATION --- --- "TOE OF SLOPE
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT � �
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS O 10 30 33 1 80 �O 3! SS G.B. GRADE BREAK
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE , 9 3t 3Z - ---'46-PROPOSED CONTOUR *(A OD I ZOO 7e
GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE s R L1 D - --- --- CENTERLINE
GIVEN. E
Cal)Cal) _ }5 64 �� cot 60 sq se fed 0 100 200 400 -- .
��=�= PROPOSED STORM DRAIN s
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES EXPLANATION 6 3 2 2 LOT MIMBER DESIGNATION
OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. SHALL BE
PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION THEREOF. SHRUBS (Drawings 8�' g Ca7a/ ALLL/VIIJM L/M/r�A ANTED A 10' ON CENTERS' TREES. 20' ON CENTER COMBINATIONS. '"'
15' LONBCENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Qf'
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P.C. . CHAPTER 10.R. ARTIFICIAL 51LL LIMITS
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. ( COI COLLUVIUM INDEX MAP
21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
PERMITTED. " Qp, ,., PAUBA FORMATION UNDIFFERENTIATED SCALE: I" 200' INDEX OF SHEETS
4
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR QP'ss PAUBA FORMATION SANDSTONE ,(Qpssgr--gravel member) TITLE SHEET ._ - .-.. _ _ _ SHT.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
Qpslt PAUBA FORMATION SILTSTONE DETAIL SHEET _ _ _ _ _ SHT. 2
TR. NO. 24134 - L _ _ _ _ _ SHT. 3
GEOLOGIC CONTACT (APPROXIMATE) TR. NO. 24134 - I- _ _ _ _ _ SHT. 4
4 TR. NO. 24134 - 2 ._. _ _ _ ._ SHT. 5
STRIKE AND DIP OF BEDDING
TR. NO. 24134 - 2 _ _ _ _ SHT. 6
1270
FIELD DENSITY TESTS (LOCATIONS APPROXIMATE)
TR. NO. 2 413 4 - 3 .._. .,..._ ._, _ _ SHT. 7 ,
TRANSITION PADS TR. NO. 24134 - 3 .� _ .� SHT. 8 TEST LOCATIaN AND GEOLOGIC MAPS
T R. NO. 2 413 4 -- 4 - _ - _ _ SHT. 9 N Scale ASHOWNProject No.
FINAL COMPACTION REPORT AND ROUGH GRADING PLAN S
CONTRACTOR' S RESPONSIBILITY FOR THE JOB SITE REFERENCE DRAWINGS SOILS ENGINEER GEOLOGIST OWNER TR. No. 24134 - 4 _ _ _ _ _ SHT. 10 TRACTS 24134-1, 24134-2, 24134-3, & 24134-4 ate 2- 1 3-91 88-81-148--03
DETAIL SHEET _ _ _ .� SHT. II
TEMECULA, CALIFORNIA Prepared By Drawing
Drawing No.
8U
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONVERSE CONLTANTS CONVERSE CONSULTANTS MESA HOMES
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. 630 E. BRIER DR. . 0100 630 E. BRIER DR. , 0100 28755 SINGLE OAK DR. Chocked By M B S
SAN BERNARDINO. CA 92408 SAN BERNARDINO. CA 92408 •1O0 1
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE 1714) 889-8004 17141 889"8004 RANCHO CALIFORNIA, CA 92390 Converse Consultants Inland Empire A
°p`°ye`'By
CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER S C H
HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE S T E V E N C. H E L F R I C H MARK S C H L U T E R [714I 676-7290
PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM R C E 0 4 0 0 4 6 C E G 1415 k
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. '
. BENCH MARK : T�27-81 COUNTY OF R I VERS I DESHEET
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
NOTICE 4 Prepared �n the ett�se et 1
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES FROM THE INT, OF FRONT STREET AND RANCHO CALIFORNIA ROAD. 3.4 MILE Ch u r o h Engineering . I n o .
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A CONTRACTOR SHALL VERIFY NORTHEAST C C L W RANCHO CALIFORNIA Consulting Engineers 2WI Altrn Ave. T I TLE SHEET
SEARCH OF AVA_LABLE RECORDS. TO THE BEST OF OUR ON RANCHO CALIFORNIA ROAD 44 N. Irvine
ALL CONDITIONS ANDPlanners � ���
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE DIMENSIONS AND SHALL ROAD, 13 S. OF A 4 2 BOARD RAIL FENCE . 2 W. OF P.P. 01751190E. Surveyors v1 41 Go-aM ROUGH GRADING PLAN OF
SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE REPORT ALL DISCREPANCIES SET FIBERGLASS WITNESS POST 1' NORTHWEST OF MONUMENT.
ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES TO THE ENGINEER PRIOR TO
SHOWN. AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THE COMMENCEMENT OF WORK. NO. DATE APPR DATE:
THESE PLANS. AND IS RESPONSIBLE F0h THE PROTECTION OF, DATE : 9-13--82 ELEV. ; 1230.562 TRACT NO . 24134
J N 5399 . 1 008
AND ANY DAMAGE TO THESE LINES OR STRUCTURES. REV I S I ONS f<E/rH G. 0080,eN RCE NO. �99l0
PLOT PREL.GRAD. TYTLE SHEET - 136I0.611PF: 1008 2212 15-Aug-89 04:44 A ./.+ tp .�� ,
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TRACTS 24134-1, 24134-2, 24134-8, & 24134-4 D8102-13-91 NOTE: FOR EXPLANATION OF GEOLOGIC COUNTY OF R i VERS I DE SHEET A*
CALIFORNIA PNP By DovWV No. 5 �
GAL/MDL - UNITS, SYMBOLS, AND GRADING l
sers 2WI Alton Ave. i
*�2 Irv!no •
NOTES, SEE DRAWING 1-Converse Consultants Inland Empire MBS
. . 71415�- 50 TRACT NO* 24134 1
AWoved&ySCH OF
N04 DATE APPR ROUGH GRADING PLAN
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TEST LOCATIONS AND GEOLOGIC MAP
�� Pro Oct Na COUNTY OF RIVERSIDE SHEET �.
FINAL COMPACYNDN REPORT AND ROUGH GRADING PLAN AS SHOWN Oc Prepared in the orrice or 9
88-8 a-148-03 NOTE: FOR EXPLANATION OF GEOLOGIC Ch u r o h En g i n e e r i n g e I n o . r
TRACTS 24134-1, 24134-2, 24134-3, & 24134--4 2-13-91 Con.ult.ins Engineers 2WI Alen Av•.
UNITS,L SYMBOLS,.,AND GRADING Planners :ruin•Surveyors �" �� 14 TRACT No., 24134 - 4
N
TEMECUtA, CALIFORNIA P"O''YGAL/MD Irfwmfl (71�41 NO.8600 OF
NOTES SEE DRAWING 1.
Checked ft M B S
PLAN
_ ROUGH GRADING
Converse Consultants Inland Empire No. DATE APPR h.
.� Approved By SCH
REVISIONS
GRADING SHT. 3 -• 136 10,611 PF: 1008 5035 12,•Aug-89 03 t 36 PM / 1008.0-1
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