HomeMy WebLinkAboutSDP 2020-0006; AMAZON VEHICLE STORAGE; FINAL SOILS REPORT; 2022-01-31
Corona Office Phone: 951.509.7090
GREYSTAR January 31, 2022
444 South Cedros Avenue Project No. 1‐0346
Solana Beach, California 92075
Attention: Mr. Beau Brand
Subject: PROJECT GRADING, INFRASTRUCUTRE AND ONSITE REPORT
Palomar Forum Project, Parcel A, 5980 Eagle Drive
City of Carlsbad, California
References: See Appendix A
Dear Mr. Brand:
This report presents a summary of Alta California Geotechnical, Inc.’s (Alta) engineering geology
and soil engineering observations, as well as test results, pertaining to grading, infrastructure
and onsite construction operations for the parking lot associated with the Palomar Forum
Project, Parcel A, located at 5980 Eagle Drive in the City of Carlsbad, California. In preparing
this report, Alta has utilized the 20‐scale precise grading plans, Sheets 6 and 7 of 10 (Plates 1
and 2), prepared by Excel Engineering.
Soil engineering data pertaining to the subject site is described in the text of this report and the
developed data is presented in Table 1. The approximate removal bottom elevations, limits of
grading, geologic information, and approximate compaction test locations under the purview of
this report are shown on the accompanying Plates 1 and 2.
Cuts, fills, unsuitable soil removals, and processing of natural ground under the purview of this
report are considered to have been accomplished in general conformance with the project
specifications and governing agency requirements.
ALTA CALIFORNIA
GEOTECHNICAL INC,
170 North Maple Street, Suite 108
Corona, CA 92880
www.altageotechnical.com
Project No. 1‐0346 Page 2
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
1.0 INTRODUCTION
The rectangular shaped, approximately 5.94‐acre is located off the northeast corner of
Eagle Drive and Grey Hawk Court. The surrounding area is primarily
commercial/industrial developments.
The site was graded to its current sheet‐grade configuration in 2004, under the
observation and testing of Vinje & Middleton Engineering Inc. (Vinje, 2005). A
geotechnical investigation of the site was conducted by Alta in 2020 (Alta, 2020). Alta
also prepared additional reports for the subject site which are referenced in Appendix A
(References 1 and 2). Grading was conducted in general conformance with the
recommendations presented in Reference 3.
2.0 ENGINEERING GEOLOGY
2.1 Geologic Units
Engineered artificial fill placed during previous grading operations were
encountered during grading. The following is a brief description of this unit.
2.1.1 Artificial Fill Engineered
The engineered fill onsite primarily consists of orange tan to orange
brown, grayish brown, and dark brown, sandy clay and clayey sand in a
dry to slightly moist, dense/stiff to very dense/stiff condition.
2.2 Groundwater
Groundwater was not encountered during grading.
2.3 Conclusions
From an engineering geologic viewpoint, the parking lot and four (4)
bioretention basins associated with the Palomar Forum project, Parcel A, in
the City of Carlsbad, California are considered suitable for their intended
use.
Project No. 1‐0346 Page 3
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
3.0 SOIL ENGINEERING
Prior to the fill placement reported herein, Alta representatives observed removal
bottoms, and the processing of the natural ground in preparation to receive engineered
fill. Fill materials were placed and tested under the observation and testing of Alta
personnel. The following is a summary of our observations.
3.1 Removals
During this phase of grading, the removal of the approximately upper two
(2) feet of existing engineered artificial fill was accomplished to expose
competent material. Removal bottom elevations were surveyed by the
grading contractor’s GPS system and the shots are shown on the enclosed
Plates 1 and 2.
3.2 Treatment of Removal Bottoms
Prior to compacted fill placement, the exposed surfaces of the removal
bottoms were ripped to a minimum depth of eight inches, moisture
conditioned to above optimum moisture content and compacted in‐place by
heavy earthmoving equipment.
3.3 Compacted Fill Placement
Fill consisting of the soil types indicated in Table I (Appendix B) was placed in
thin lifts (approximately six‐ (6) to eight‐ (8) inches in thickness), moisture
conditioned to optimum moisture content or slightly above, and compacted
to a minimum 90 percent of the laboratory maximum dry density (ASTM:D
1557). Compaction was accomplished utilizing self‐propelled rubber‐tired
heavy earth moving equipment. Each succeeding fill lift was treated in a
similar manner.
Project No. 1‐0346 Page 4
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
3.4 Compaction Test Results
A summary of the compaction test results is presented in Table I (Appendix
B), and the approximate locations of these tests are shown on the enclosed
Plates 1 and 2. Compaction testing was conducted utilizing Campbell Pacific
Nuclear test gauges (ASTM D 6938).
3.5 Depth of Fill
Compaction testing was performed approximately for each one (1) to two
(2) vertical feet of fill placed. The approximate maximum vertical depth of
fill placed during this phase of grading is on the order of approximately 6.0
feet within the southeastern section of the site.
4.0 SLOPE AND LOT MAINTENANCE
Positive drainage away from structures and slopes should be provided and maintained.
Design fine grade elevations should be maintained through the life of the development.
If design fine grade elevations are altered, adequate area drains should be installed in
order to provide rapid discharge of water.
The owner is responsible for proper irrigation and for maintenance and repair of
properly installed irrigation systems. Leaks should be repaired immediately. Sprinklers
should be adjusted to provide maximum uniform coverage with a minimum of water
usage and overlap. Over‐watering with consequent wasteful runoff and serious ground
saturation should be avoided. If automatic sprinkler systems are installed, their use
must be adjusted to account for natural rainfall conditions.
Project No. 1‐0346 Page 5
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
5.0 FUTURE SITE DEVELOPMENT
Future site work should be performed in accordance with local governing agency
requirements and the recommendations of a qualified geotechnical consultant.
Geotechnical design recommendations for future site development should be based on
additional plan reviews and testing of the site soils by the Geotechnical Consultant
involved in development of the subject lots.
6.0 INFRASTRUCTURE IMPROVEMENTS
The infrastructure improvements listed in Table 6‐1 are covered by this report.
TABLE 6‐1
Utility/Improvement Street Name/Line No.
Sewer Line 1
Sewer Line 2
Storm Drain Line 1
Storm Drain Line 3
Water Parking Lot
Electric Parking Lot
Curb and Gutter Parking Lot
Subgrade Parking Lot Entrances
Aggregate Base Parking Lot
Asphalt Pavement Parking Lot
6.1 Sewer Trenches
Within the areas noted above in Table 6‐1, the backfill material for the sewer
trenches consisted of shading sand and native soils. Compaction was afforded
by a backhoe operated sheepsfoot roller and equipment wheel rolling.
Periodically, compaction tests were collected in addition to probing of backfills in
random locations, both during and after the completion of compaction
operations. Compaction test results, utilizing a Campbell Pacific Nuclear Density
Gauge (ASTM D 6938) indicated that the areas tested were compacted to a
minimum of 90 percent of the laboratory maximum dry density in accordance
with ASTM Test Method D‐1557.
Project No. 1‐0346 Page 6
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
It is our understanding that verification of line and grade and integrity for the
sewer line was provided by the local governing agency.
6.2 STORM DRAIN TRENCHES
Within the areas noted above in Table 6‐1, the backfill material for the storm
drain trenches consisted of shading sand and native soils. Compaction was
afforded by a backhoe operated sheepsfoot roller and equipment wheel rolling.
Periodically, compaction tests were collected in addition to probing of backfills in
random locations, both during and after the completion of compaction
operations. Compaction test results, utilizing a Campbell Pacific Nuclear Density
Gauge (ASTM D 6938) indicated that the areas tested were compacted to a
minimum of 90 percent of the laboratory maximum dry in accordance with
ASTM Test Method D‐1557.
It is our understanding that verification of line and grade and integrity for the
storm drain was provided by the local governing agency.
6.3 WATER TRENCHES
Within the areas noted above in Table 6‐1, the backfill material for the water
trenches consisted of shading sand and native soils. Compaction was afforded
by a backhoe operated sheepsfoot roller and equipment wheel rolling.
Periodically, compaction tests were collected in addition to probing of backfills in
random locations, both during and after the completion of compaction
operations. Compaction test results, utilizing a Campbell Pacific Nuclear Density
Gauge (ASTM D 6938) indicated that the areas tested were compacted to a
minimum of 90 percent of the laboratory maximum dry density in accordance
with ASTM Test Method D‐1557.
Project No. 1‐0346 Page 7
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
It is our understanding that verification of line and grade and integrity for the
water line was provided by the local governing agency.
6.4 ELECTRIC UTILITY TRENCHES
Within the areas noted above in Table 6‐1, the backfill material for the electric
utility trenches generally consisted of shading sand and native soils. Compaction
was afforded by a backhoe operated sheepsfoot roller and equipment wheel
rolling.
Periodically, compaction tests were collected in addition to probing of backfills in
random locations, both during and after the completion of compaction
operations. Compaction test results, utilizing a Campbell Pacific Nuclear Density
Gauge (ASTM D 6938) indicated that the areas tested were compacted to a
minimum of 90 percent of the laboratory maximum dry density in accordance
with ASTM Test Method D‐1557.
It is our understanding that verification of line and grade and integrity for the
electric utility trenches was provided by the local governing agency.
6.5 CURB AND GUTTER SUBGRADE
Within the street areas mentioned above in Table 6‐1, the curb and gutter
subgrade soils were observed and tested by a representative of this firm prior to
the placement of concrete. Compaction test results, utilizing a Campbell Pacific
Nuclear Density Gauge (ASTM D 6938) indicated that the areas tested were
compacted to a minimum of 95 percent of the laboratory maximum dry density
in accordance with ASTM Test Method D‐1557.
It is our understanding that verification of line and grade for the curb and gutter
subgrade section was provided by the local governing agency.
Project No. 1‐0346 Page 8
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
6.6 STREET SUBGRADE
Within the limits noted above in Table 6‐1, street subgrade was processed and
compacted using a tandem, smooth‐wheel roller and equipment wheel rolling.
Compaction tests were collected at random locations. Compaction test results
indicated that the dry in‐situ density of the subgrade soils in the areas tested was
compacted to a minimum of 95 percent of the laboratory maximum dry density
in accordance with ASTM Test Method D‐1557 utilizing a Campbell Pacific
Nuclear Density Gauge (ASTM D 6938).
It is our understanding that verification of line and grade for the street subgrade
section was provided by the local governing agency.
6.7 AGGREGATE BASE
Base materials were compacted utilizing a tandem, smooth, steel‐wheel roller
and equipment wheel rolling. Compaction tests were collected at random
locations. Compaction test results indicated that the dry in‐situ density of the
aggregate base material in the areas tested was compacted to a minimum of 95
percent of the laboratory maximum dry density provided by the material
supplier utilizing a Campbell Pacific Nuclear Density Gauge (ASTM D 6938).
Laboratory test results conducted on the aggregate base is presented in
Appendix C.
It is our understanding that verification of line and grade for the street aggregate
base section was provided by the local governing agency.
Project No. 1‐0346 Page 9
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
6.8 ASPHALT PAVEMENT
Within the street areas noted above in Table 6‐1, placement of the asphalt was
observed and tested by a representative of this firm. The asphalt was
compacted using smooth, steel wheel rollers. Compaction tests indicate that the
areas tested were compacted to a minimum of 95 percent of the laboratory
maximum density provided by the material supplier utilizing a Campbell Pacific
Nuclear Density Gauge (ASTM D 6938).
It is our understanding that verification of line and grade for the street asphalt
section was provided by the local governing agency.
7.0 ONSITE CONSTRCUTION
7.1 SIDEWALK SUBGRADE
The sidewalk subgrade soils near the entrance on Eagle Drive were observed and
tested by a representative of this firm. Test results indicated that the areas
tested were compacted to a minimum of 90 percent of the laboratory maximum
dry density as determined in accordance with ASTM Test Method: D 1557.
Compaction test results and approximate locations of the field density tests are
summarized in the attached Table 1. Verification of line and grade was provided
by others.
7.2 RETAINING WALL FOOTING EXCAVATIONS
The footing excavation for the retaining wall located in the southwestern corner
of the site was observed by a representative of this firm on November 4, 2021.
At the time of our observations, the footing excavations exposed competent
material and were deemed to be acceptable, from a geotechnical point of view,
for steel reinforcement and concrete placement. Verification of footing
embedment, dimensions, and reinforcement was provided by the local
governing agency.
Project No. 1‐0346 Page 10
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
8.0 CLOSURE
This report presents information and data relative to the placement of engineered fill
for the onsite rough grading within the subject site. Representative(s) of this firm
conducted periodic tests and made observations during the progress of construction in
an effort to determine whether compliance with the project drawings, specifications
and applicable Building Code was being obtained. The presence of our personnel during
the work progress did not involve any direct supervision of the contractor or his work
forces and does not relieve the contractor of the primary responsibility to perform all
work in accordance with the project specifications and Code requirements. Professional
and technical advice and suggestions were provided to the owner and/or his designated
representative based upon the results of the tests and observations. Completed work
under the purview of this report is considered suitable and adequate for the intended
use from a geotechnical point of view. Conditions of the referenced reports remain
applicable unless specifically superseded herein.
Alta California Geotechnical, Inc., appreciates the opportunity to provide its services. If you
have any questions or should you require any additional information, please contact the
undersigned.
Sincerely,
Alta California Geotechnical, Inc.
Reviewed By:
_______________________________
FERNANDO RUIZ
Civil Engineering Associate
_______________________________
SCOTT A. GRAY/RGE 2857
Reg. Exp.: 12‐31‐22
Registered Geotechnical Engineer
President
Distribution: (1) Addressee
FR: SAG: 1‐0346, January 31, 2022 (Project Grading, Infrastructure and Onsite, Palomar Forum Project, Parcel A, 5980 Eagle Drive, Carlsbad)
ALTA CALIFORNIA GEOTECHNICAL, INC.
APPENDIX A
References
Project No. 1‐0346 Page A‐1
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
APPENDIX A
References
1. Alta California Geotechnical, Inc., 2021, Summary of Laboratory Test Results, Palomar
Forum Project, 5980 Eagle Drive, City of Carlsbad, California, dated October 12, 2021
(Project No. 1‐0346).
2. Alta California Geotechnical, Inc., Precise Grading Plan Review and Updated
Geotechnical Report, Palomar Forum Project, Parcel A, 5980 Eagle Drive, City of
Carlsbad, California, dated May 6, 2021 (Project No. 1‐0346)
3. Alta California Geotechnical, Inc., 2020, Preliminary Geotechnical Investigation, 5980
Eagle Drive, City of Carlsbad, California, dated September 29, 2020 (Project No. 1‐0346).
4. 2. Vinje & Middleton Engineering, Inc., 2005, As‐Graded Compaction Report for Lots #4,
#5, #6 and #7, Proposed Commercial Industrial Development, Palomar Forum, City of
Carlsbad, California, dated February 16, 2005 (Job #04‐315).
5. Vinje & Middleton Engineering, Inc., 2002, Geotechnical Update and Grading Plan
Review, Palomar Forum Project, Byron Palomar Airport Road, Carlsbad, California, dated
February 6, 2002 (Job #02‐114‐P).
6. Vinje & Middleton Engineering, Inc., 1998, Preliminary Geotechnical Investigation, Byron
White Property, Palomar Airport Road, Carlsbad, California, dated June 24, 1998 (Job
#98‐215‐P).
ALTA CALIFORNIA GEOTECHNICAL, INC.
APPENDIX B
Laboratory Maximum Density List
Density Test Table – Table 1
Project No. 1‐0346 Page B‐1
January 31, 2022
ALTA CALIFORNIA GEOTECHNICAL, INC.
TABLE 1
Laboratory Maximum Density ASTM: D 1557
Soil Type & Description
Optimum
Moisture
Content
(% by dry wt.)
Maximum
Laboratory
Dry Density
(pcf)
A ‐ Gray Brown Clayey Sand 11.9 118.6
B ‐ Gray Brown Clayey Sand 11.4 119.4
C ‐ Yellow Brown Silty Sand – Import 9.9 122.9
D ‐ Class II Base 7.1 136.7
E ‐ Gray Brown Silty Sand ‐ Import 12.5 118.7
F ‐ Aggregate Base 11.0 123.0
G ‐ Asphalt ‐ 151.2*
H ‐ Asphalt ‐ 148.2*
*Plant Max – maximum density provided by supplier
Test Number Legend
Test number without suffix indicates test in engineered fill mass
‐S indicates compaction test in sewer trench
‐SD indicates compaction test in storm drain trench
‐W indicates compaction test in water trench
‐E indicates compaction test in electric utility trench
‐CG indicates compaction test on curb and gutter subgrade
‐SG indicates compaction test on street subgrade
‐B indicates compaction test on street aggregate base
‐AC indicates compaction test on street asphalt
‐SW indicates compaction test on sidewalk subgrade
‐R indicates RETEST of a previously failing test
Depth/Elevation Legend
100 Indicates approximate elevation of density test
‐1 indicates approximate depth below finished grade
SG indicates subgrade elevation
BG indicates aggregate base elevation
BC indicates asphalt base course elevation
CC indicates asphalt cap course elevation
Density Test Type
N Indicates tests were taken using Campbell Pacific Nuclear Testing Gauge
Project Number 1-0346
January 31, 2022
Page B-2
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
8/25/2021 1 Eastern Portion of Site 420.1 13.2 11.9 118.6 111.5 94 A N 90 Pass N
8/25/2021 2 Eastern Portion of Site 422.9 13.0 11.9 118.6 108.7 91 A N 90 Pass N
8/25/2021 3 Eastern Portion of Site 426 12.1 11.9 118.6 109.4 92 A N 90 Pass N8/26/2021 4 Eastern Portion of Site 422.1 13.7 11.9 118.6 108.2 91 A N 90 Pass N
8/26/2021 5 Eastern Portion of Site 421.7 12.4 11.9 118.6 109.9 92 A N 90 Pass N
8/26/2021 6 Eastern Portion of Site 424.1 12.1 11.9 118.6 109.5 92 A N 90 Pass N
8/27/2021 7 Eastern Portion of Site 421.9 13.2 11.9 118.6 108.3 91 A N 90 Pass N
8/27/2021 8 Eastern Portion of Site 423.6 12.5 11.9 118.6 110.5 93 A N 90 Pass N
8/27/2021 9 Eastern Portion of Site 426.3 12.3 11.9 118.6 110.9 93 A N 90 Pass N
8/27/2021 10 Eastern Portion of Site 424.3 13.0 11.9 118.6 109.3 92 A N 90 Pass N
8/27/2021 11 Eastern Portion of Site 428.7 12.7 11.9 118.6 110.6 93 A N 90 Pass N
8/27/2021 12 Eastern Portion of Site 425.1 12.2 11.9 118.6 110.5 93 A N 90 Pass N
8/27/2021 13 Eastern Portion of Site 423.5 12.6 11.9 118.6 109.4 92 A N 90 Pass N
8/30/2021 14 Western Parking Area 418 12.4 11.9 118.6 108.6 91 A N 90 Pass N
8/30/2021 15 Adj BMP-C 419 13.1 11.9 118.6 108.3 91 A N 90 Pass N
8/30/2021 16 Adj BMP-C 419 12.9 11.9 118.6 109.0 91 A N 90 Pass N
8/30/2021 17 Adj BMP-C 421 12.0 11.9 118.6 108.9 91 A N 90 Pass N
8/31/2021 18 Central Parking Area 423.5 12.1 11.9 118.6 106.9 90 A N 90 Pass N
8/31/2021 19 Adj BMP-C 421.5 12.4 11.9 118.6 107.3 90 A N 90 Pass N
8/31/2021 20 Adj BMP-C 420.5 12.9 11.9 118.6 107.4 90 A N 90 Pass N
8/31/2021 21 Adj BMP-C 417.5 12.0 11.9 118.6 106.8 90 A N 90 Pass N
8/31/2021 22 Parking Area Adj Southern Perimeter 422.5 12.9 11.9 118.6 109.4 92 A N 90 Pass N
8/31/2021 23 Parking Area Adj Southern Perimeter 423.5 13.1 11.9 118.6 110.4 93 A N 90 Pass N
8/31/2021 24 Parking Area Adj Southern Perimeter 424.5 13.4 11.9 118.6 107.0 90 A N 90 Pass N
8/31/2021 25 Parking Area Northern Area 413.5 12.5 11.9 118.6 108.6 91 A N 90 Pass N
8/31/2021 26 Parking Area Northern Area 416.5 12.2 11.9 118.6 108.1 91 A N 90 Pass N
9/1/2021 27 Parking Area Northern Section 420 10.0 9.9 122.9 110.7 90 C N 90 Pass N
9/1/2021 28 Parking Area Northern Section 417 11.0 9.9 122.9 112.1 91 C N 90 Pass N
9/1/2021 29 Parking Area Northern Section 414.5 12.1 9.9 122.9 112.9 91 C N 90 Pass N
9/1/2021 30 Parking Area Northern Section 415.5 11.3 9.9 122.9 111.3 90 C N 90 Pass N
9/1/2021 31 Parking Area Northern Section 421 13.1 9.9 122.9 110.9 90 C N 90 Pass N
9/2/2021 32 Parking Area Northern Section 419 10.7 9.9 122.9 111.7 90 C N 90 Pass N
9/2/2021 33 Parking Area Northern Section 415 11.0 9.9 122.9 112.3 91 C N 90 Pass N
TABLE I (Cont'd)
Moisture Unit Dry Wt.
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-3
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
9/2/2021 34 Parking Area Northern Section 415 12.4 9.9 122.9 112.8 91 C N 90 Pass N
9/2/2021 35 Parking Area Northern Section 420.5 11.9 9.9 122.9 112.1 91 C N 90 Pass N
9/8/2021 36S Sewer Lat Adj BMP-A -4 12.4 11.9 118.6 108.1 91 A N 90 Pass N9/8/2021 37S Sewer Lat Adj BMP-A -6 13.8 11.9 118.6 111.8 94 A N 90 Pass N
9/8/2021 38S Sewer Lat Adj BMP-A -7 14.3 11.9 118.6 112.1 94 A N 90 Pass N
9/8/2021 39S Sewer Lat Adj BMP-A -2 12.6 11.9 118.6 107.8 90 A N 90 Pass N
9/8/2021 40S Sewer Lat Adj BMP-A -4 13.0 11.9 118.6 109.0 91 A N 90 Pass N
9/8/2021 41S Sewer Lat Adj BMP-A -0.5 13.4 11.9 118.6 107.2 90 A N 90 Pass N
9/8/2021 42S Sewer Lat Adj BMP-A -3 12.1 11.9 118.6 112.8 95 A N 90 Pass N
9/8/2021 43S Sewer Lat Adj BMP-A -1 12.5 11.9 118.6 110.1 92 A N 90 Pass N
9/8/2021 44S Sewer Lat Adj BMP-A -0.5 13.0 11.9 118.6 109.2 92 A N 90 Pass N
9/10/2021 45 Northern Parking Area E Side 419 13.5 11.9 118.6 109.8 92 A N 90 Pass N
9/10/2021 46 Northern Parking Area E Side 420 13.1 11.9 118.6 109.4 92 A N 90 Pass N
9/10/2021 47 Northern Parking Area E Side 421 12.7 11.9 118.6 108.7 91 A N 90 Pass N
9/10/2021 48 Northern Parking Area E Side 422 12.4 11.9 118.6 110.7 93 A N 90 Pass N
9/10/2021 49 Northern Parking Area E Side 423 13.0 11.9 118.6 110.3 93 A N 90 Pass N
9/10/2021 50 Center Parking Area E side 424 14.0 11.9 118.6 111.5 94 A N 90 Pass N
9/10/2021 51 Southern Parking Area E side 425 12.9 11.9 118.6 111.0 93 A N 90 Pass N
9/14/2021 52SD Storm Drain to BMP-C 419 10.3 11.9 118.6 106.9 90 A N 90 Pass N
9/14/2021 53SD Storm Drain to BMP-C 418 11.7 11.9 118.6 111.6 94 A N 90 Pass N
9/14/2021 54SD Storm Drain to BMP-C 417 13.0 11.9 118.6 107.2 90 A N 90 Pass N
9/14/2021 55SD Storm Drain to BMP-C 416 12.4 11.9 118.6 110.0 92 A N 90 Pass N
9/14/2021 56SD Storm Drain to BMP-C 420 12.6 11.9 118.6 108.5 91 A N 90 Pass N
9/14/2021 57 Adj West Entrance 417 13.4 11.9 118.6 109.2 92 A N 90 Pass N
9/14/2021 58 Adj BMP-A 410 12.1 11.9 118.6 109.5 92 A N 90 Pass N
9/14/2021 59 Adj BMP-A 411 12.7 11.9 118.6 110.7 93 A N 90 Pass N
9/14/2021 60 Adj BMP-A 412 14.4 11.9 118.6 112.0 94 A N 90 Pass N
9/14/2021 61SD Storm Drain to BMP-A/BMP-B 415 14.0 11.9 118.6 107.1 90 A N 90 Pass N
9/14/2021 62SD Storm Drain to BMP-A/BMP-B 416 13.0 11.9 118.6 108.7 91 A N 90 Pass N
9/14/2021 63SD Storm Drain to BMP-A/BMP-B 415 12.9 11.9 118.6 107.8 90 A N 90 Pass N
9/14/2021 64SD Storm Drain to BMP-A 415 13.3 11.9 118.6 109.2 92 A N 90 Pass N
9/14/2021 65SD Storm Drain to BMP-A 416 13.8 11.9 118.6 107.4 90 A N 90 Pass N
9/14/2021 66E Electrical Box SE Corner 429 12.8 11.9 118.6 112.7 95 A N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-4
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
9/14/2021 67E SE Corner Electrical Trench 434 12.0 11.9 118.6 107.0 90 A N 90 Pass N
9/14/2021 68E SE Corner Electrical Trench 427 12.3 11.9 118.6 107.3 90 A N 90 Pass N
9/14/2021 69E SE Corner Electrical Trench 428 13.0 11.9 118.6 108.1 91 A N 90 Pass N9/15/2021 70E SE Corner Electrical Trench 426.5 12.9 11.9 118.6 108.5 91 A N 90 Pass N
9/15/2021 71E SE Corner Electrical Trench 427.5 12.5 11.9 118.6 107.6 90 A N 90 Pass N
9/15/2021 72E SE Corner Electrical Trench 429 11.9 11.9 118.6 107.1 90 A N 90 Pass N
9/15/2021 73E SDG2E Box 425.5 12.2 11.9 118.6 112.9 95 A N 95 Pass N
9/17/2021 74E Electrical Trench SE Corner 428.5 12.6 11.9 118.6 108.3 91 A N 90 Pass N
9/17/2021 75E Electrical Trench SE Corner 429.5 11.9 11.9 118.6 107.5 90 A N 90 Pass N
9/17/2021 76E Electrical Trench SE Corner 426 13.8 11.9 118.6 107.9 90 A N 90 Pass N
9/17/2021 77E Electrical Trench SE Corner 425 14.2 11.9 118.6 107.3 90 A N 90 Pass N
9/17/2021 78E Electrical Trench SE Corner 426.5 13.2 11.9 118.6 108.6 91 A N 90 Pass N
9/22/2021 79E Electrical Conduit East Slope 428 12.1 11.9 118.6 107.5 90 A N 90 Pass N
9/22/2021 80E Electrical Conduit East Slope 428 12.9 11.9 118.6 108.4 91 A N 90 Pass N
9/22/2021 81E Electrical Conduit East Slope 431 11.9 11.9 118.6 109.0 91 A N 90 Pass N
9/22/2021 82E Electrical Conduit Southern Boundary 415 12.6 11.9 118.6 107.3 90 A N 90 Pass N
9/22/2021 83E Electrical Conduit Southern Boundary 425 13.1 11.9 118.6 107.9 90 A N 90 Pass N
9/24/2021 84E Electrical Conduit Southern Perimeter 430 13.3 11.9 118.6 107.5 90 A N 90 Pass N
9/24/2021 85E Electrical Conduit Southern Perimeter 429 13.7 11.9 118.6 108.0 91 A N 90 Pass N
9/24/2021 86E Electrical Conduit Southern Perimeter 429 12.9 11.9 118.6 108.3 91 A N 90 Pass N
9/24/2021 87E Electrical Conduit Southern Perimeter 427 13.7 11.9 118.6 107.8 90 A N 90 Pass N
9/27/2021 88E Electrical Conduit Southern Perimeter -3 12.4 11.9 118.6 107.3 90 A N 90 Pass N
9/27/2021 89E Electrical Conduit Southern Perimeter -1 13.1 11.9 118.6 108.1 91 A N 90 Pass N
9/27/2021 90E Electrical Conduit Southern Perimeter -2 12.5 11.9 118.6 107.7 90 A N 90 Pass N
9/27/2021 91E Electrical Conduit Southern Perimeter -2 12.8 11.9 118.6 108.3 91 A N 90 Pass N
9/27/2021 92E Electrical Conduit Southern Perimeter -3 12.9 11.9 118.6 108.8 91 A N 90 Pass N
9/27/2021 93E Electrical Conduit Southern Perimeter -2 13.0 11.9 118.6 107.6 90 A N 90 Pass N
9/27/2021 94E Electrical Conduit Southern Perimeter -1 13.3 11.9 118.6 108.4 91 A N 90 Pass N
9/27/2021 95E Electrical Conduit Southern Perimeter -1 14.0 11.9 118.6 109.1 91 A N 90 Pass N
9/27/2021 96E SW Corner Electrical Trench -3 12.9 11.9 118.6 108.6 91 A N 90 Pass N
9/27/2021 97E SW Corner Electrical Trench -1 13.1 11.9 118.6 107.5 90 A N 90 Pass N
9/27/2021 98E SW Corner Electrical Trench -2 13.4 11.9 118.6 108.7 91 A N 90 Pass N
9/27/2021 99E SW Corner Electrical Trench -3 14.0 11.9 118.6 109.2 92 A N 90 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-5
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
9/30/2021 100W Private Fire Line in between BMP C/B -3 12.3 11.9 118.6 107.5 90 A N 90 Pass N
9/30/2021 101W Private Fire Line in between BMP C/B -1 14.0 11.9 118.6 109.3 92 A N 90 Pass N
9/30/2021 102W Private Fire Line in between BMP C/B -2 13.1 11.9 118.6 108.1 91 A N 90 Pass N9/30/2021 103W Private Fire Line in between BMP C/B -1 12.8 11.9 118.6 107.9 90 A N 90 Pass N
9/30/2021 104W Private Fire Line in between BMP C/B -2 12.6 11.9 118.6 108.6 91 A N 90 Pass N
9/30/2021 105W Private Fire Line in between BMP C/B -2 13.0 11.9 118.6 107.6 90 A N 90 Pass N
9/30/2021 106W Private Fire Line in between BMP C/B -1 13.1 11.9 118.6 108.5 91 A N 90 Pass N
9/30/2021 107W Private Fire Line in between BMP C/B -1 12.6 11.9 118.6 107.8 90 A N 90 Pass N
9/30/2021 108W Private Fire Line in between BMP C/B -3 14.0 11.9 118.6 109.6 92 A N 90 Pass N
9/30/2021 109W Private Fire Line in between BMP C/B -2 13.8 11.9 118.6 108.1 91 A N 90 Pass N
9/30/2021 110W Private Fire Line in between BMP C/B -2 12.8 11.9 118.6 107.9 90 A N 90 Pass N
10/1/2021 111W Private Fire Line in between Parking Lot -2 13.1 11.9 118.6 107.8 90 A N 90 Pass N
10/1/2021 112W Private Fire Line in between Parking Lot -1 13.6 11.9 118.6 108.3 91 A N 90 Pass N
10/1/2021 113W Private Fire Line in between Parking Lot -2 13.9 11.9 118.6 109.0 91 A N 90 Pass N
10/1/2021 114W Private Fire Line in between Parking Lot -2 14.2 11.9 118.6 109.6 92 A N 90 Pass N
10/1/2021 115W Private Fire Line in between Parking Lot -1 13.2 11.9 118.6 108.7 91 A N 90 Pass N
10/1/2021 116W Private Fire Line in between Parking Lot -3 14.4 11.9 118.6 109.8 92 A N 90 Pass N
10/1/2021 117W Private Fire Line in between Parking Lot -1 14.0 11.9 118.6 109.1 91 A N 90 Pass N
10/1/2021 118E SE Corner -2 12.8 11.9 118.6 108.1 91 A N 90 Pass N
10/1/2021 119E SE Corner -3 13.4 11.9 118.6 108.4 91 A N 90 Pass N
10/1/2021 120E SE Corner -3 13.8 11.9 118.6 108.8 91 A N 90 Pass N
10/1/2021 121E SE Corner -2 12.4 11.9 118.6 107.6 90 A N 90 Pass N
10/1/2021 122E SE Corner -1 13.7 11.9 118.6 108.3 91 A N 90 Pass N
10/1/2021 123E SE Corner -2 12.6 11.9 118.6 107.9 90 A N 90 Pass N
10/7/2021 124CG Eastern Section of Site SG 13.1 11.9 118.6 113.0 95 A N 95 Pass N
10/7/2021 125CG Eastern Section of Site SG 13.4 11.9 118.6 113.6 95 A N 95 Pass N
10/7/2021 126CG Eastern Section of Site SG 13.0 11.9 118.6 113.8 95 A N 95 Pass N
10/7/2021 127CG Eastern Section of Site SG 12.8 11.9 118.6 113.1 95 A N 95 Pass N
10/7/2021 128CG Northwestern Section of Site SG 12.9 11.9 118.6 114.1 96 A N 95 Pass N
10/7/2021 129CG Northwestern Section of Site SG 12.9 11.9 118.6 113.1 95 A N 95 Pass N
10/7/2021 130CG Northwestern Section of Site SG 13.0 11.9 118.6 113.4 95 A N 95 Pass N
10/7/2021 131CG Northwestern Section of Site SG 13.2 11.9 118.6 113.6 95 A N 95 Pass N
10/7/2021 132CG Northwestern Section of Site SG 12.9 11.9 118.6 113.3 95 A N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-6
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
10/7/2021 133CG Northwestern Section of Site SG 13.1 11.9 118.6 114.3 96 A N 95 Pass N
10/7/2021 134CG Northwestern Section of Site SG 12.6 11.9 118.6 113.3 95 A N 95 Pass N
10/7/2021 135CG Northwestern Section of Site SG 13.0 11.9 118.6 114.2 96 A N 95 Pass N10/7/2021 136CG Northwestern Section of Site SG 13.8 11.9 118.6 113.6 95 A N 95 Pass N
10/7/2021 137CG Northwestern Section of Site SG 12.4 11.9 118.6 113.1 95 A N 95 Pass N
10/7/2021 138CG Northwestern Section of Site SG 14.1 11.9 118.6 115.2 97 A N 95 Pass N
10/7/2021 139CG Northwestern Section of Site SG 13.4 11.9 118.6 113.6 95 A N 95 Pass N
10/7/2021 140CG Northwestern Section of Site SG 13.9 11.9 118.6 115.0 96 A N 95 Pass N
10/7/2021 141CG Southwestern Section of Site SG 13.6 11.9 118.6 114.1 96 A N 95 Pass N
10/7/2021 142CG Southwestern Section of Site SG 12.8 11.9 118.6 114.3 96 A N 95 Pass N
10/7/2021 143CG Southwestern Section of Site SG 14.0 11.9 118.6 115.1 97 A N 95 Pass N
10/7/2021 144CG Southwestern Section of Site SG 13.9 11.9 118.6 114.9 96 A N 95 Pass N
10/7/2021 145CG Southwestern Section of Site SG 12.6 11.9 118.6 113.4 95 A N 95 Pass N
10/7/2021 146CG Southwestern Section of Site SG 13.0 11.9 118.6 113.8 95 A N 95 Pass N
10/7/2021 147CG Southwestern Section of Site SG 12.9 11.9 118.6 114.0 96 A N 95 Pass N
10/7/2021 148CG Southwestern Section of Site SG 13.0 11.9 118.6 114.3 96 A N 95 Pass N
10/7/2021 149CG Southwestern Section of Site SG 12.8 11.9 118.6 114.1 96 A N 95 Pass N
10/7/2021 150CG Eastern Section of Site SG 12.5 11.9 118.6 113.7 95 A N 95 Pass N
10/7/2021 151CG Eastern Section of Site SG 13.0 11.9 118.6 114.1 96 A N 95 Pass N
10/7/2021 152CG Eastern Section of Site SG 12.3 11.9 118.6 113.9 96 A N 95 Pass N
10/7/2021 153CG Eastern Section of Site SG 12.8 11.9 118.6 114.5 96 A N 95 Pass N
10/7/2021 154CG Eastern Section of Site SG 12.6 11.9 118.6 114.4 96 A N 95 Pass N
10/12/2021 155E Eastern Section of Site -2 12.1 11.9 118.6 107.8 90 A N 90 Pass N
10/12/2021 156E Eastern Section of Site -1 12.5 11.9 118.6 108.5 91 A N 90 Pass N
10/12/2021 157E Eastern Section of Site -3 12.1 11.9 118.6 107.6 90 A N 90 Pass N
10/12/2021 158E NW Section of Site -2 12.6 11.9 118.6 108.3 91 A N 90 Pass N
10/12/2021 159E NW Section of Site -2 12.4 11.9 118.6 108.6 91 A N 90 Pass N
10/18/2021 160CG SW Section of Site SG 13.4 11.9 118.6 113.6 95 A N 95 Pass N
10/18/2021 161CG SW Section of Site SG 13.8 11.9 118.6 113.9 96 A N 95 Pass N
10/18/2021 162CG SW Section of Site SG 14.0 11.9 118.6 114.0 96 A N 95 Pass N
10/18/2021 163CG SW Section of Site SG 13.6 11.9 118.6 114.1 96 A N 95 Pass N
10/18/2021 164CG SW Section of Site SG 14.2 11.9 118.6 114.7 96 A N 95 Pass N
10/18/2021 165CG SW Section of Site SG 13.0 11.9 118.6 114.3 96 A N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-7
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
10/18/2021 166CG SW Section of Site SG 12.4 11.9 118.6 113.5 95 A N 95 Pass N
10/18/2021 167CG SW Section of Site SG 12.9 11.9 118.6 114.1 96 A N 95 Pass N
10/18/2021 168CG SW Section of Site SG 12.8 11.9 118.6 114.3 96 A N 95 Pass N10/18/2021 169CG SW Section of Site SG 12.3 11.9 118.6 113.4 95 A N 95 Pass N
10/18/2021 170CG SW Section of Site SG 12.5 11.9 118.6 113.9 96 A N 95 Pass N
10/18/2021 171CG SW Section of Site SG 13.2 11.9 118.6 114.7 96 A N 95 Pass N
10/18/2021 172CG SW Section of Site SG 13.0 11.9 118.6 114.3 96 A N 95 Pass N
10/18/2021 173CG SW Section of Site SG 13.6 11.9 118.6 115.1 97 A N 95 Pass N
10/18/2021 174E NW Section of Site -2 12.4 11.9 118.6 106.9 90 A N 90 Pass N
10/18/2021 175E NW Section of Site -2 12.3 11.9 118.6 107.1 90 A N 90 Pass N
10/18/2021 176E NW Section of Site -1 12.6 11.9 118.6 107.4 90 A N 90 Pass N
10/18/2021 177E NW Section of Site -1 12.0 11.9 118.6 107.5 90 A N 90 Pass N
10/18/2021 178E NW Section of Site -1 12.3 11.9 118.6 107.8 90 A N 90 Pass N
10/18/2021 179E NW Section of Site -2 12.5 11.9 118.6 108.3 91 A N 90 Pass N
10/19/2021 180CG Parking Area Middle Section SG 12.8 11.9 118.6 114.5 96 A N 95 Pass N
10/19/2021 181CG Parking Area Middle Section SG 12.5 11.9 118.6 113.8 95 A N 95 Pass N
10/19/2021 182CG Parking Area Middle Section SG 13.0 11.9 118.6 114.0 96 A N 95 Pass N
10/19/2021 184CG Parking Area Middle Section SG 13.8 11.9 118.6 115.3 97 A N 95 Pass N
10/19/2021 185CG Parking Area Middle Section SG 12.7 11.9 118.6 114.8 96 A N 95 Pass N
10/19/2021 186CG Parking Area Middle Section SG 12.5 11.9 118.6 114.3 96 A N 95 Pass N
10/19/2021 187CG Parking Area Middle Section SG 12.6 11.9 118.6 114.7 96 A N 95 Pass N
10/19/2021 188CG Parking Area Middle Section SG 12.4 11.9 118.6 113.9 96 A N 95 Pass N
10/19/2021 189CG Parking Area Middle Section SG 13.5 11.9 118.6 115.3 97 A N 95 Pass N
10/19/2021 190CG Parking Area Middle Section SG 12.5 11.9 118.6 114.0 96 A N 95 Pass N
10/19/2021 191CG Parking Area Middle Section SG 12.3 11.9 118.6 114.1 96 A N 95 Pass N
10/19/2021 192CG Parking Area Middle Section SG 12.1 11.9 118.6 113.8 95 A N 95 Pass N
10/19/2021 193CG Parking Area Middle Section SG 12.6 11.9 118.6 115.0 96 A N 95 Pass N
10/19/2021 194CG Parking Area Middle Section SG 12.7 11.9 118.6 114.5 96 A N 95 Pass N
10/19/2021 195CG Parking Area Middle Section SG 13.4 11.9 118.6 115.4 97 A N 95 Pass N
10/19/2021 196CG Parking Area Middle Section SG 12.6 11.9 118.6 114.7 96 A N 95 Pass N
10/19/2021 197CG Parking Area Middle Section SG 12.8 11.9 118.6 114.3 96 A N 95 Pass N
10/19/2021 198CG Parking Area Middle Section SG 12.5 11.9 118.6 114.1 96 A N 95 Pass N
10/19/2021 199CG Parking Area Middle Section SG 13.5 11.9 118.6 115.2 97 A N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-8
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
10/19/2021 200CG Parking Area Middle Section SG 13.5 11.9 118.6 115.5 97 A N 95 Pass N
10/19/2021 201CG Parking Area Middle Section SG 13.9 11.9 118.6 115.8 97 A N 95 Pass N
10/19/2021 202CG Parking Area Middle Section SG 12.7 11.9 118.6 114.8 96 A N 95 Pass N10/19/2021 203CG Parking Area Middle Section SG 12.5 11.9 118.6 114.5 96 A N 95 Pass N
10/19/2021 204CG Parking Area Middle Section SG 12.6 11.9 118.6 114.9 96 A N 95 Pass N
10/20/2021 205B SW Corner near E Box BG 8.6 7.1 136.7 130.5 95 D N 95 Pass N
10/20/2021 206B SW Corner near E Box BG 8.3 7.1 136.7 130.3 95 D N 95 Pass N
10/20/2021 207B SW Corner near E Box BG 9.1 7.1 136.7 131.6 96 D N 95 Pass N
10/20/2021 208B SW Corner near E Box BG 8.5 7.1 136.7 130.7 95 D N 95 Pass N
10/20/2021 209B SE Corner BG 7.8 7.1 136.7 130.5 95 D N 95 Pass N
10/20/2021 210B SE Corner BG 8.2 7.1 136.7 131.1 95 D N 95 Pass N
10/20/2021 211B SE Corner BG 8.4 7.1 136.7 131.9 96 D N 95 Pass N
10/20/2021 212B SE Corner BG 8.0 7.1 136.7 130.6 95 D N 95 Pass N
10/20/2021 213B SE Corner BG 8.3 7.1 136.7 131.2 95 D N 95 Pass N
10/20/2021 214B SE Corner BG 8.5 7.1 136.7 131.7 96 D N 95 Pass N
10/20/2021 215B SW Corner BG 9.6 7.1 136.7 132.5 96 D N 95 Pass N
10/20/2021 216B SW Corner BG 8.1 7.1 136.7 130.2 95 D N 95 Pass N
10/20/2021 217B SW Corner BG 8.6 7.1 136.7 131.6 96 D N 95 Pass N
10/20/2021 218B SW Corner BG 8.5 7.1 136.7 130.9 95 D N 95 Pass N
10/20/2021 219B SW Corner BG 8.8 7.1 136.7 131.4 96 D N 95 Pass N
10/21/2021 220B Parking Area Middle Section BG 8.0 7.1 136.7 131.2 95 D N 95 Pass N
10/21/2021 221B Parking Area Middle Section BG 8.8 7.1 136.7 131.6 96 D N 95 Pass N
10/21/2021 222B Parking Area Middle Section BG 8.1 7.1 136.7 130.5 95 D N 95 Pass N
10/21/2021 223B Parking Area Middle Section BG 9.0 7.1 136.7 131.9 96 D N 95 Pass N
10/21/2021 224B Parking Area Middle Section BG 8.5 7.1 136.7 131.0 95 D N 95 Pass N
10/21/2021 225B Parking Area Middle Section BG 8.9 7.1 136.7 131.8 96 D N 95 Pass N
10/21/2021 226B Parking Area Middle Section BG 9.3 7.1 136.7 132.1 96 D N 95 Pass N
10/21/2021 227B Parking Area Middle Section BG 8.8 7.1 136.7 131.5 96 D N 95 Pass N
10/21/2021 228B Parking Area Middle Section BG 9.4 7.1 136.7 132.4 96 D N 95 Pass N
10/21/2021 229B Parking Area Middle Section BG 8.6 7.1 136.7 131.0 95 D N 95 Pass N
10/22/2021 230B Parking Area West Side BG 7.6 7.1 136.7 130.1 95 D N 95 Pass N
10/22/2021 231B Parking Area West Side BG 7.8 7.1 136.7 130.9 95 D N 95 Pass N
10/22/2021 232B Parking Area West Side BG 8.1 7.1 136.7 131.2 95 D N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-9
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
10/22/2021 233B Parking Area West Side BG 8.3 7.1 136.7 132.0 96 D N 95 Pass N
10/22/2021 234B Parking Area West Side BG 7.9 7.1 136.7 131.8 96 D N 95 Pass N
10/22/2021 235B Parking Area West Side BG 7.6 7.1 136.7 130.9 95 D N 95 Pass N10/22/2021 236B Parking Area West Side BG 7.9 7.1 136.7 131.2 95 D N 95 Pass N
10/22/2021 237B Parking Area West Side BG 9.4 7.1 136.7 132.6 97 D N 95 Pass N
10/22/2021 238B Parking Area West Side BG 9.5 7.1 136.7 133.1 97 D N 95 Pass N
10/22/2021 239B Parking Area West Side BG 8.5 7.1 136.7 131.4 96 D N 95 Pass N
10/22/2021 240B Parking Area West Side BG 8.8 7.1 136.7 132.6 97 D N 95 Pass N
10/22/2021 241B Parking Area West Side BG 9.3 7.1 136.7 132.9 97 D N 95 Pass N
10/22/2021 242B Parking Area West Side BG 9.4 7.1 136.7 132.5 96 D N 95 Pass N
10/22/2021 243B Parking Area West Side BG 8.1 7.1 136.7 131.5 96 D N 95 Pass N
10/22/2021 244B Parking Area West Side BG 8.4 7.1 136.7 132.1 96 D N 95 Pass N
10/22/2021 245B Parking Area West Side BG 8.2 7.1 136.7 131.1 95 D N 95 Pass N
10/22/2021 246B Parking Area West Side BG 8.1 7.1 136.7 130.6 95 D N 95 Pass N
10/22/2021 247B Parking Area West Side BG 8.2 7.1 136.7 131.6 96 D N 95 Pass N
10/22/2021 248B Parking Area West Side BG 8.6 7.1 136.7 132.9 97 D N 95 Pass N
10/22/2021 249B Parking Area West Side BG 9.7 7.1 136.7 133.4 97 D N 95 Pass N
10/22/2021 250B Parking Area West Side BG 8.4 7.1 136.7 132.1 96 D N 95 Pass N
10/25/2021 251B Adj to Bike Parking Repair Station BG 7.4 7.1 136.7 130.1 95 D N 95 Pass N
10/25/2021 252B Adj to Bike Parking Repair Station BG 8.0 7.1 136.7 131.2 95 D N 95 Pass N
10/25/2021 253B Adj to Bike Parking Repair Station BG 7.5 7.1 136.7 130.5 95 D N 95 Pass N
10/25/2021 254B Adj to Bike Parking Repair Station BG 8.7 7.1 136.7 132.4 96 D N 95 Pass N
10/25/2021 255B Adj to Bike Parking Repair Station BG 7.7 7.1 136.7 130.8 95 D N 95 Pass N
10/25/2021 256B Adj to Bike Parking Repair Station BG 8.4 7.1 136.7 131.6 96 D N 95 Pass N
10/25/2021 257B Adj to Bike Parking Repair Station BG 8.1 7.1 136.7 131.2 95 D N 95 Pass N
10/25/2021 258 Adj West Entrance 417 12.8 12.5 118.7 107.0 90 E N 90 Pass N
10/27/2021 259 Adj West Entrance 417 12.8 12.5 118.7 107.1 90 E N 90 Pass N
10/27/2021 260 NW Section of Site 419 13.0 12.5 118.7 108.0 90 E N 90 Pass N
10/27/2021 261 NW Section of Site 415 12.9 12.5 118.7 107.6 90 E N 90 Pass N
10/27/2021 262 NW Section of Site 416 12.7 12.5 118.7 107.9 90 E N 90 Pass N
10/27/2021 263 NW Section of Site 417 12.6 12.5 118.7 107.4 90 E N 90 Pass N
10/27/2021 264 NW Section of Site 418 12.6 12.5 118.7 107.3 90 E N 90 Pass N
10/27/2021 265 NW Section of Site 419 13.1 12.5 118.7 108.1 91 E N 90 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-10
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
10/27/2021 266 NW Section of Site 419 12.6 12.5 118.7 107.8 90 E N 90 Pass N
10/27/2021 267CG Adj Bike Parking Repair Station SG 12.3 11.9 118.6 113.4 95 A N 95 Pass N
10/27/2021 268CG Adj Bike Parking Repair Station SG 12.5 11.9 118.6 113.6 95 A N 95 Pass N10/27/2021 269B Parking Area NE Section BG 8.0 7.1 136.7 131.0 95 D N 95 Pass N
10/27/2021 270B Parking Area NE Section BG 8.4 7.1 136.7 131.5 96 D N 95 Pass N
10/27/2021 271B Parking Area NE Section BG 8.1 7.1 136.7 131.1 95 D N 95 Pass N
10/27/2021 272B Parking Area Northern Section BG 8.1 7.1 136.7 131.6 96 D N 95 Pass N
10/27/2021 273B Parking Area Northern Section BG 9.2 7.1 136.7 133.6 97 D N 95 Pass N
10/27/2021 274B Parking Area Northern Section BG 8.8 7.1 136.7 132.3 96 D N 95 Pass N
10/27/2021 275B Parking Area Northern Section BG 7.8 7.1 136.7 130.5 95 D N 95 Pass N
10/27/2021 276B Parking Area Northern Section BG 7.9 7.1 136.7 131.4 96 D N 95 Pass N
10/27/2021 277B Parking Area Northern Section BG 7.4 7.1 136.7 130.2 95 D N 95 Pass N
10/27/2021 278B Parking Area Northern Section BG 7.8 7.1 136.7 130.9 95 D N 95 Pass N
10/27/2021 279B Parking Area Northern Section BG 8.1 7.1 136.7 131.6 96 D N 95 Pass N
10/27/2021 280B Parking Area Northern Section BG 7.8 7.1 136.7 130.5 95 D N 95 Pass N
10/27/2021 281B Parking Area Northern Section BG 8.2 7.1 136.7 131.8 96 D N 95 Pass N
10/27/2021 282B Parking Area Northern Section BG 8.4 7.1 136.7 132.8 97 D N 95 Pass N
10/27/2021 283B Parking Area Northern Section BG 9.0 7.1 136.7 133.1 97 D N 95 Pass N
10/27/2021 284B Parking Area Northern Section BG 8.5 7.1 136.7 132.6 97 D N 95 Pass N
10/27/2021 285B Parking Area Northern Section BG 8.1 7.1 136.7 131.4 96 D N 95 Pass N
10/27/2021 286B Parking Area Northern Section BG 8.0 7.1 136.7 130.9 95 D N 95 Pass N
10/27/2021 287B Parking Area Northern Section BG 8.2 7.1 136.7 131.1 95 D N 95 Pass N
10/27/2021 288B Parking Area Northern Section BG 8.1 7.1 136.7 131.0 95 D N 95 Pass N
10/27/2021 289B Parking Area Northern Section BG 8.4 7.1 136.7 131.7 96 D N 95 Pass N
10/27/2021 290B Parking Area Northern Section BG 8.6 7.1 136.7 132.0 96 D N 95 Pass N
10/27/2021 291B Parking Area Northern Section BG 7.8 7.1 136.7 130.6 95 D N 95 Pass N
10/27/2021 292B Parking Area Northern Section BG 8.5 7.1 136.7 132.1 96 D N 95 Pass N
10/27/2021 293B Adj to Bike Parking Repair Station BG 8.6 7.1 136.7 132.0 96 D N 95 Pass N
10/27/2021 294B Adj to Bike Parking Repair Station BG 8.8 7.1 136.7 132.4 96 D N 95 Pass N
11/1/2021 295CG NW of Site SG 12.3 11.9 118.6 112.9 95 A N 95 Pass N
11/1/2021 296CG NW of Site SG 12.9 11.9 118.6 113.5 95 A N 95 Pass N
11/1/2021 297CG NW of Site SG 13.4 11.9 118.6 114.3 96 A N 95 Pass N
11/1/2021 298CG NW of Site SG 13.6 11.9 118.6 114.6 96 A N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-11
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
11/1/2021 299CG NW of Site SG 13.0 11.9 118.6 113.3 95 A N 95 Pass N
11/1/2021 300CG NW of Site SG 13.2 11.9 118.6 113.8 95 A N 95 Pass N
11/1/2021 301CG NW of Site SG 12.5 11.9 118.6 113.5 95 A N 95 Pass N11/1/2021 302CG NW of Site SG 14.0 11.9 118.6 115.2 97 A N 95 Pass N
11/1/2021 303CG NW of Site SG 13.5 11.9 118.6 114.3 96 A N 95 Pass N
11/1/2021 304CG NW of Site SG 13.1 11.9 118.6 113.1 95 A N 95 Pass N
11/1/2021 305CG NW of Site SG 13.3 11.9 118.6 114.1 96 A N 95 Pass N
11/1/2021 306CG NW of Site SG 13.7 11.9 118.6 114.7 96 A N 95 Pass N
11/1/2021 307CG NW of Site SG 13.3 11.9 118.6 113.9 96 A N 95 Pass N
11/1/2021 308CG NW of Site SG 13.2 11.9 118.6 114.1 96 A N 95 Pass N
11/1/2021 309CG NW of Site SG 13.0 11.9 118.6 114.0 96 A N 95 Pass N
11/1/2021 310CG NW of Site SG 13.3 11.9 118.6 114.2 96 A N 95 Pass N
11/1/2021 311CG NW of Site SG 14.1 11.9 118.6 115.0 96 A N 95 Pass N
11/1/2021 312CG NW of Site SG 12.8 11.9 118.6 113.8 95 A N 95 Pass N
11/1/2021 313CG NW of Site SG 12.4 11.9 118.6 112.9 95 A N 95 Pass N
11/2/2021 314CG NE of Site Adj BMP-D SG 13.1 11.9 118.6 113.3 95 A N 95 Pass N
11/2/2021 315CG NE of Site Adj BMP-D SG 13.2 11.9 118.6 113.3 95 A N 95 Pass N
11/2/2021 316CG NE of Site Adj BMP-D SG 13.7 11.9 118.6 114.3 96 A N 95 Pass N
11/2/2021 317CG NE of Site SG 12.3 11.9 118.6 112.9 95 A N 95 Pass N
11/2/2021 318CG NE of Site SG 13.5 11.9 118.6 113.9 96 A N 95 Pass N
11/2/2021 319CG NE of Site SG 13.6 11.9 118.6 114.1 96 A N 95 Pass N
11/2/2021 320CG NE of Site SG 13.3 11.9 118.6 113.7 95 A N 95 Pass N
11/2/2021 321CG NE of Site SG 13.9 11.9 118.6 114.8 96 A N 95 Pass N
11/3/2021 322CG NW of Parking Lot SG 13.1 11.9 118.6 113.7 95 A N 95 Pass N
11/3/2021 323CG NW of Parking Lot SG 12.8 11.9 118.6 113.1 95 A N 95 Pass N
11/3/2021 324CG NW of Parking Lot SG 13.5 11.9 118.6 114.1 96 A N 95 Pass N
11/3/2021 325CG NW of Parking Lot SG 13.0 11.9 118.6 113.0 95 A N 95 Pass N
11/3/2021 326CG NW of Parking Lot SG 13.6 11.9 118.6 114.3 96 A N 95 Pass N
11/3/2021 327CG NW of Parking Lot SG 13.3 11.9 118.6 113.9 96 A N 95 Pass N
11/3/2021 328B NW of Site Adj BMP-A BG 8.0 7.1 136.7 131.5 96 D N 95 Pass N
11/3/2021 329B NW of Site Adj BMP-A BG 7.8 7.1 136.7 130.6 95 D N 95 Pass N
11/3/2021 330B NW of Site Adj BMP-A BG 8.3 7.1 136.7 132.1 96 D N 95 Pass N
11/3/2021 331B NW of Site Adj BMP-A BG 7.7 7.1 136.7 130.9 95 D N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-12
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
11/3/2021 332B NW of Site BG 7.9 7.1 136.7 131.4 96 D N 95 Pass N
11/3/2021 333B NW of Site BG 9.1 7.1 136.7 132.6 97 D N 95 Pass N
11/3/2021 334B NW of Site BG 8.1 7.1 136.7 131.1 95 D N 95 Pass N11/4/2021 335B NW of Site BG 8.7 7.1 136.7 133.1 97 D N 95 Pass N
11/4/2021 336B NW of Site BG 8.7 7.1 136.7 134.3 98 D N 95 Pass N
11/4/2021 337B NW of Site BG 8.3 7.1 136.7 132.7 97 D N 95 Pass N
11/4/2021 338B NW of Site BG 7.4 7.1 136.7 130.1 95 D N 95 Pass N
11/4/2021 339B NW of Site BG 7.7 7.1 136.7 130.5 95 D N 95 Pass N
11/4/2021 340B NW of Site BG 7.9 7.1 136.7 130.7 95 D N 95 Pass N
11/4/2021 341B NW of Site BG 8.1 7.1 136.7 132.6 97 D N 95 Pass N
11/4/2021 342B NW of Site BG 8.4 7.1 136.7 133.4 97 D N 95 Pass N
11/4/2021 343B NE of Site Adj BMP-D BG 9.0 7.1 136.7 134.1 98 D N 95 Pass N
11/4/2021 344B NE of Site Adj BMP-D BG 9.2 7.1 136.7 133.4 97 D N 95 Pass N
11/4/2021 345B NE of Site Adj BMP-D BG 8.5 7.1 136.7 133.9 97 D N 95 Pass N
11/4/2021 346B NE of Site Adj BMP-D BG 7.5 7.1 136.7 130.3 95 D N 95 Pass N
11/4/2021 347B NE of Site BG 7.3 7.1 136.7 130.9 95 D N 95 Pass N
11/4/2021 348B NE of Site BG 8.1 7.1 136.7 132.3 96 D N 95 Pass N
11/4/2021 349B NE of Site BG 8.2 7.1 136.7 132.5 96 D N 95 Pass N
11/4/2021 350B NE of Site BG 8.8 7.1 136.7 134.7 98 D N 95 Pass N
11/4/2021 351B NE of Site BG 7.8 7.1 136.7 130.6 95 D N 95 Pass N
11/5/2021 352CG SW of Site SG 12.6 11.9 118.6 113.2 95 A N 95 Pass N
11/5/2021 353CG SW of Site SG 12.3 11.9 118.6 112.8 95 A N 95 Pass N
11/5/2021 354CG SW of Site SG 12.5 11.9 118.6 113.0 95 A N 95 Pass N
11/5/2021 355CG SW of Site SG 12.4 11.9 118.6 113.1 95 A N 95 Pass N
11/5/2021 356CG SW of Site SG 12.8 11.9 118.6 114.1 96 A N 95 Pass N
11/5/2021 357CG SW of Site SG 12.5 11.9 118.6 113.6 95 A N 95 Pass N
11/5/2021 358CG SW of Site SG 12.1 11.9 118.6 112.9 95 A N 95 Pass N
11/5/2021 359CG SW of Site SG 12.3 11.9 118.6 113.1 95 A N 95 Pass N
11/5/2021 360CG SW of Site SG 12.4 11.9 118.6 113.4 95 A N 95 Pass N
11/5/2021 361B SW of Site BG 8.2 7.1 136.7 131.4 96 D N 95 Pass N
11/5/2021 362B SW of Site BG 8.7 7.1 136.7 132.7 97 D N 95 Pass N
11/5/2021 363B SW of Site BG 7.6 7.1 136.7 130.5 95 D N 95 Pass N
11/5/2021 364B SW of Site BG 7.9 7.1 136.7 131.9 96 D N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-13
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
11/5/2021 365B SW of Site BG 8.8 7.1 136.7 132.5 96 D N 95 Pass N
11/5/2021 366B SW of Site BG 8.3 7.1 136.7 132.1 96 D N 95 Pass N
11/5/2021 367B SW of Site BG 8.1 7.1 136.7 131.8 96 D N 95 Pass N11/5/2021 368B SW of Site BG 9.2 7.1 136.7 133.4 97 D N 95 Pass N
11/5/2021 369CG East Side of Main Entrance SG 12.4 11.9 118.6 113.5 95 A N 95 Pass N
11/5/2021 370CG East Side of Main Entrance SG 12.8 11.9 118.6 114.5 96 A N 95 Pass N
11/5/2021 371CG East Side of Main Entrance SG 12.3 11.9 118.6 113.0 95 A N 95 Pass N
11/5/2021 372CG East Side of Main Entrance SG 12.5 11.9 118.6 114.2 96 A N 95 Pass N
11/5/2021 373 Main Entrance 428 12.4 11.9 118.6 107.3 90 A N 90 Pass N
11/5/2021 374 Main Entrance 429 12.6 11.9 118.6 107.5 90 A N 90 Pass N
11/5/2021 375 Main Entrance 430 12.8 11.9 118.6 107.7 90 A N 90 Pass N
11/5/2021 376 Main Entrance 431 12.3 11.9 118.6 107.1 90 A N 90 Pass N
11/5/2021 377 Main Entrance 429.5 12.6 11.9 118.6 107.1 90 A N 90 Pass N
11/5/2021 378 Main Entrance 431 12.4 11.9 118.6 106.9 90 A N 90 Pass N
11/5/2021 379 Main Entrance 432 12.7 11.9 118.6 107.3 90 A N 90 Pass N
11/9/2021 380CG Main Entrance SG 12.4 11.9 118.6 112.9 95 A N 95 Pass N
11/9/2021 381CG Main Entrance SG 12.8 11.9 118.6 113.9 96 A N 95 Pass N
11/9/2021 382CG Main Entrance SG 13.0 11.9 118.6 113.1 95 A N 95 Pass N
11/9/2021 383CG Main Entrance SG 13.4 11.9 118.6 113.6 95 A N 95 Pass N
11/9/2021 384CG Main Entrance SG 13.5 11.9 118.6 113.5 95 A N 95 Pass N
11/9/2021 385CG Main Entrance SG 13.8 11.9 118.6 114.1 96 A N 95 Pass N
11/9/2021 386B Main Entrance BG 8.6 7.1 136.7 132.5 96 D N 95 Pass N
11/9/2021 387B Main Entrance BG 7.6 7.1 136.7 131.3 96 D N 95 Pass N
11/9/2021 388B Main Entrance BG 7.9 7.1 136.7 131.9 96 D N 95 Pass N
11/9/2021 389B Main Entrance BG 7.5 7.1 136.7 130.1 95 D N 95 Pass N
11/9/2021 390B Main Entrance BG 8.9 7.1 136.7 132.7 97 D N 95 Pass N
11/9/2021 391B Main Entrance BG 9.0 7.1 136.7 133.2 97 D N 95 Pass N
11/9/2021 392B Main Entrance BG 8.0 7.1 136.7 132.0 96 D N 95 Pass N
11/9/2021 393B Main Entrance BG 8.4 7.1 136.7 132.1 96 D N 95 Pass N
11/9/2021 394B Main Entrance BG 7.8 7.1 136.7 130.9 95 D N 95 Pass N
11/9/2021 395B Main Entrance BG 7.9 7.1 136.7 131.9 96 D N 95 Pass N
11/9/2021 396B Main Entrance BG 7.5 7.1 136.7 131.4 96 D N 95 Pass N
11/24/2021 397CG NW Section of Site SG 12.9 11.9 118.6 114.3 96 A N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-14
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
11/24/2021 398CG NW Section of Site SG 13.1 11.9 118.6 113.8 95 A N 95 Pass N
11/24/2021 399CG NW Section of Site SG 12.3 11.9 118.6 113.1 95 A N 95 Pass N
11/24/2021 400CG NW Section of Site SG 12.1 11.9 118.6 113.4 95 A N 95 Pass N11/24/2021 401CG NW Section of Site SG 12.5 11.9 118.6 112.8 95 A N 95 Pass N
11/24/2021 402CG N Mid Section SG 14.1 11.9 118.6 119.1 100 A N 95 Pass N
11/24/2021 403CG N Mid Section SG 13.5 11.9 118.6 113.9 96 A N 95 Pass N
11/24/2021 404CG NE Section of Site SG 12.8 11.9 118.6 113.7 95 A N 95 Pass N
11/24/2021 405CG NE Section of Site SG 13.9 11.9 118.6 114.5 96 A N 95 Pass N
11/24/2021 406CG NE Section of Site SG 12.5 11.9 118.6 113.5 95 A N 95 Pass N
11/24/2021 407B NW Section of Site BG 8.9 7.1 136.7 132.1 96 D N 95 Pass N
11/24/2021 408B NW Section of Site BG 7.8 7.1 136.7 131.6 96 D N 95 Pass N
11/24/2021 409B NW Section of Site BG 8.5 7.1 136.7 132.6 97 D N 95 Pass N
11/24/2021 410B NW Section of Site BG 9.0 7.1 136.7 132.5 96 D N 95 Pass N
11/24/2021 411B NW Section of Site BG 9.8 7.1 136.7 134.3 98 D N 95 Pass N
11/24/2021 412B N Mid Section BG 7.5 7.1 136.7 130.1 95 D N 95 Pass N
11/24/2021 413B N Mid Section BG 9.7 7.1 136.7 134.1 98 D N 95 Pass N
11/24/2021 414B NE Section of Site BG 8.8 7.1 136.7 133.3 97 D N 95 Pass N
11/24/2021 415B NE Section of Site BG 8.6 7.1 136.7 132.9 97 D N 95 Pass N
11/24/2021 416B NE Section of Site BG 7.9 7.1 136.7 131.9 96 D N 95 Pass N
11/29/2021 417CG West Side of Site Adj Transit Shelter SG 12.6 11.9 118.6 113.5 95 A N 95 Pass N
11/29/2021 418CG West Side of Site Adj Transit Shelter SG 12.3 11.9 118.6 113.0 95 A N 95 Pass N
11/29/2021 419CG West Side of Site Adj Transit Shelter SG 12.4 11.9 118.6 113.7 95 A N 95 Pass N
11/29/2021 420CG West Side of Site Adj Transit Shelter SG 12.5 11.9 118.6 113.3 95 A N 95 Pass N
11/29/2021 421B South East of Site BG 11.9 11.0 123.0 118.4 96 F N 95 Pass N
11/29/2021 422B South East of Site BG 12.0 11.0 123.0 118.7 96 F N 95 Pass N
11/29/2021 423B South East of Site BG 13.1 11.0 123.0 119.1 96 F N 95 Pass N
11/29/2021 424B South East of Site BG 11.4 11.0 123.0 117.1 95 F N 95 Pass N
11/29/2021 425B South East of Site BG 11.6 11.0 123.0 117.5 95 F N 95 Pass N
11/29/2021 426B Middle East P. Lot BG 11.5 11.0 123.0 117.5 95 F N 95 Pass N
11/29/2021 427B Middle East P. Lot BG 13.2 11.0 123.0 119.3 96 F N 95 Pass N
11/29/2021 428B Middle East P. Lot BG 11.3 11.0 123.0 117.2 95 F N 95 Pass N
11/29/2021 429B Middle East P. Lot BG 11.6 11.0 123.0 117.8 95 F N 95 Pass N
11/29/2021 430B Middle South BG 12.0 11.0 123.0 118.5 96 F N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-15
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
11/29/2021 431B Middle South BG 11.9 11.0 123.0 118.1 96 F N 95 Pass N
11/29/2021 432B SW Section of Site BG 12.3 11.0 123.0 118.3 96 F N 95 Pass N
11/29/2021 433B SW Section of Site BG 12.1 11.0 123.0 118.5 96 F N 95 Pass N11/29/2021 434B Middle Section of P Lot Adj BMP-C BG 12.6 11.0 123.0 118.7 96 F N 95 Pass N
11/29/2021 435B Middle Section of P Lot Adj BMP-C BG 12.3 11.0 123.0 118.6 96 F N 95 Pass N
11/29/2021 436B Middle Section of P Lot Adj BMP-C BG 13.0 11.0 123.0 119.0 96 F N 95 Pass N
11/29/2021 437B Middle Section of P Lot Adj BMP-C BG 13.1 11.0 123.0 119.1 96 F N 95 Pass N
11/29/2021 438B Middle Section of P Lot BG 11.9 11.0 123.0 118.7 96 F N 95 Pass N
11/29/2021 439B Middle Section of P Lot BG 11.7 11.0 123.0 118.5 96 F N 95 Pass N
11/29/2021 440B Middle Section of P Lot BG 12.0 11.0 123.0 118.9 96 F N 95 Pass N
11/29/2021 441B Middle Section of P Lot BG 12.8 11.0 123.0 119.1 96 F N 95 Pass N
10/1/2021 442AC Southern Section Adj Gray Hawk Ct BC 0.0 151.2 146.9 97 G N 95 Pass N
10/1/2021 443AC Southern Section Adj Gray Hawk Ct BC 0.0 151.2 145.9 96 G N 95 Pass N
10/1/2021 444AC Southern Section Adj Gray Hawk Ct BC 0.0 151.2 147.7 97 G N 95 Pass N
10/1/2021 445AC Southern Section Adj Gray Hawk Ct BC 0.0 151.2 147.3 97 G N 95 Pass N
10/1/2021 446AC Southern Section Adj Gray Hawk Ct BC 0.0 151.2 146.9 97 G N 95 Pass N
10/1/2021 447AC Southern Section Adj Gray Hawk Ct BC 0.0 151.2 147.6 97 G N 95 Pass N
10/1/2021 448AC Southern Section Adj Gray Hawk Ct BC 0.0 151.2 148.3 98 G N 95 Pass N
10/1/2021 449AC Southern Section Adj Gray Hawk Ct BC 0.0 151.2 148.7 98 G N 95 Pass N
10/1/2021 450AC SW Area Adj BMP-C BC 0.0 151.2 146.7 97 G N 95 Pass N
10/1/2021 451AC SW Area Adj BMP-C BC 0.0 151.2 147.5 97 G N 95 Pass N
10/1/2021 452AC SW Area Adj BMP-C BC 0.0 151.2 144.9 95 G N 95 Pass N
10/1/2021 453AC SW Area Adj BMP-C BC 0.0 151.2 145.8 96 G N 95 Pass N
10/1/2021 454AC SW Area Adj BMP-C BC 0.0 151.2 148.3 98 G N 95 Pass N
10/1/2021 455AC W Middle Section Adj Transit Shelter BC 0.0 151.2 145.3 96 G N 95 Pass N
10/2/2021 456B WS of Site Adj BMP-B BG 8.0 7.1 136.7 131.4 96 D N 95 Pass N
10/2/2021 457B WS of Site Adj BMP-B BG 8.4 7.1 136.7 132.5 96 D N 95 Pass N
10/2/2021 458SW WS of Site Adj BMP-B SW 12.5 11.9 118.6 114.1 96 A N 95 Pass N
10/3/2021 459AC West Middle Section of P-Lots BC 0.0 151.2 145.7 96 G N 95 Pass N
10/3/2021 460AC West Middle Section of P-Lots BC 0.0 151.2 148.9 98 G N 95 Pass N
10/3/2021 461AC West Middle Section of P-Lots BC 0.0 151.2 146.9 97 G N 95 Pass N
10/3/2021 462AC West Middle Section of P-Lots BC 0.0 151.2 145.1 95 G N 95 Pass N
10/3/2021 463AC West Middle Section of P-Lots BC 0.0 151.2 144.9 95 G N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-16
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
10/3/2021 464AC West Middle Section of P-Lots BC 0.0 151.2 147.3 97 G N 95 Pass N
10/3/2021 465AC East Middle Section of P-Lots BC 0.0 151.2 146.3 96 G N 95 Pass N
10/3/2021 466AC East Middle Section of P-Lots BC 0.0 151.2 144.9 95 G N 95 Pass N10/3/2021 467AC East Middle Section of P-Lots BC 0.0 151.2 146.5 96 G N 95 Pass N
10/3/2021 468AC East Middle Section of P-Lots BC 0.0 151.2 148.7 98 G N 95 Pass N
10/3/2021 469AC East Middle Section of P-Lots BC 0.0 151.2 145.1 95 G N 95 Pass N
12/13/2021 569B NW of P-Lot BG 14.1 11.0 123.0 99.6 80 F N 95 Fail N
12/13/2021 570B NW of P-Lot BG 13.0 11.0 123.0 103.9 84 F N 95 Fail N
12/13/2021 571B W of 2nd Entrance BG 11.5 11.0 123.0 105.3 85 F N 95 Fail N
12/13/2021 572B W of 2nd Entrance BG 12.8 11.0 123.0 102.2 83 F N 95 Fail N
12/13/2021 573B E of 2nd Entrance BG 13.5 11.0 123.0 102.9 83 F N 95 Fail N
12/13/2021 574B E of 2nd Entrance BG 12.3 11.0 123.0 104.8 85 F N 95 Fail N
12/13/2021 575B E of 2nd Entrance BG 14.3 11.0 123.0 100.8 81 F N 95 Fail N
12/15/2021 569B-R NW of P-Lots BG 12.4 11.0 123.0 118.3 96 F N 95 Pass N
12/15/2021 570B-R NW of P-Lots BG 11.4 11.0 123.0 117.1 95 F N 95 Pass N
12/15/2021 571B-R W of 2nd Entrance BG 11.7 11.0 123.0 117.7 95 F N 95 Pass N
12/15/2021 572B-R W of 2nd Entrance BG 12.2 11.0 123.0 118.1 96 F N 95 Pass N
12/15/2021 573B-R E of 2nd Entrance BG 12.6 11.0 123.0 118.5 96 F N 95 Pass N
12/15/2021 574B-R E of 2nd Entrance BG 13.4 11.0 123.0 119.7 97 F N 95 Pass N
12/15/2021 575B-R E of 2nd Entrance BG 11.6 11.0 123.0 117.6 95 F N 95 Pass N
12/17/2021 576 N of P Lots -1 13.3 12.5 118.7 108.5 91 E N 90 Pass N
12/17/2021 577 N of P Lots -1 12.8 12.5 118.7 107.4 90 E N 90 Pass N
12/17/2021 578 N of P Lots -1 13.1 12.5 118.7 108.9 91 E N 90 Pass N
12/17/2021 579 N of P Lots -1 14.6 12.5 118.7 109.3 92 E N 90 Pass N
12/17/2021 580 N East of Site Adj BMP-D -1 14.3 12.5 118.7 109.1 91 E N 90 Pass N
12/17/2021 581 N East of Site Adj BMP-D -1 12.7 12.5 118.7 107.9 90 E N 90 Pass N
12/17/2021 582 N East of Site Adj BMP-D -1 13.9 12.5 118.7 108.9 91 E N 90 Pass N
12/18/2021 583B NW of Site BG 12.8 11.0 123.0 120.1 97 F N 95 Pass N
12/18/2021 584B NW of Site BG 13.1 11.0 123.0 119.3 96 F N 95 Pass N
12/18/2021 585B N of P Lots BG 12.3 11.0 123.0 118.3 96 F N 95 Pass N
12/18/2021 586B N of P Lots BG 12.9 11.0 123.0 118.5 96 F N 95 Pass N
12/18/2021 587B NE of P Lots Adj BMP-D BG 13.0 11.0 123.0 119.1 96 F N 95 Pass N
12/18/2021 588B NE of P Lots Adj BMP-D BG 11.8 11.0 123.0 117.6 95 F N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-17
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
12/18/2021 589B NE of P Lots Adj BMP-D BG 12.6 11.0 123.0 118.5 96 F N 95 Pass N
12/18/2021 590B NE of Site BG 12.9 11.0 123.0 119.6 97 F N 95 Pass N
12/20/2021 591AC East of 2nd Entrance BC 0.0 151.2 145.6 96 G N 95 Pass N12/20/2021 592AC East of 2nd Entrance BC 0.0 151.2 144.7 95 G N 95 Pass N
12/20/2021 593AC East of 2nd Entrance BC 0.0 151.2 147.8 97 G N 95 Pass N
12/20/2021 594AC West of 2nd Entrance BC 0.0 151.2 143.9 95 G N 95 Pass N
12/20/2021 595AC West of 2nd Entrance BC 0.0 151.2 147.2 97 G N 95 Pass N
12/20/2021 596AC N of P Lots BC 0.0 151.2 145.3 96 G N 95 Pass N
12/20/2021 597AC N of P Lots BC 0.0 151.2 146.1 96 G N 95 Pass N
12/20/2021 598AC N of P Lots BC 0.0 151.2 145.9 96 G N 95 Pass N
12/20/2021 599AC N of P Lots BC 0.0 151.2 144.1 95 G N 95 Pass N
12/20/2021 600AC NE of Site BC 0.0 151.2 146.3 96 G N 95 Pass N
12/20/2021 601AC NE of Site BC 0.0 151.2 147.8 97 G N 95 Pass N
12/20/2021 603SG Entrance at Eagle Dr.SG 13.1 12.5 118.7 113.1 95 E N 95 Pass N
12/21/2021 604AC NW of site BC 0.0 151.2 147.9 97 G N 95 Pass N
12/21/2021 605AC NW of site BC 0.0 151.2 148.1 97 G N 95 Pass N
12/21/2021 606AC N of P-Lots BC 0.0 151.2 144.9 95 G N 95 Pass N
12/21/2021 607AC N of P-Lots BC 0.0 151.2 146.7 97 G N 95 Pass N
12/21/2021 608AC N of P-Lots BC 0.0 151.2 147.3 97 G N 95 Pass N
12/21/2021 609AC N of P-Lots Adj BMP-D BC 0.0 151.2 145.9 96 G N 95 Pass N
12/21/2021 610AC N of P-Lots Adj BMP-D BC 0.0 151.2 146.1 96 G N 95 Pass N
12/21/2021 611AC N of P-Lots Adj BMP-D BC 0.0 151.2 144.8 95 G N 95 Pass N
12/21/2021 612AC NE of Site BC 0.0 151.2 148.3 98 G N 95 Pass N
12/21/2021 613AC NE of Site BC 0.0 151.2 145.6 96 G N 95 Pass N
1/7/2022 614W Fire Line W. Side -3 12.8 12.5 118.7 107.3 90 E N 90 Pass N
1/7/2022 615W Fire Line W. Side -1.5 13.1 12.5 118.7 107.6 90 E N 90 Pass N
1/19/2022 617AC S of Site Adj Gray Hawk Ct.CC 0.0 148.2 142.5 96 H N 95 Pass N
1/19/2022 618AC S of Site Adj Gray Hawk Ct.CC 0.0 148.2 140.7 94 H N 95 Fail N
1/19/2022 618AC-R S of Site Adj Gray Hawk Ct.CC 0.0 148.2 141.3 95 H N 95 Pass N
1/19/2022 619AC S of Site Adj Gray Hawk Ct.CC 0.0 148.2 141.1 95 H N 95 Pass N
1/19/2022 620AC S of Site Adj Gray Hawk Ct.CC 0.0 148.2 140.0 94 H N 95 Fail N
1/19/2022 620AC-R S of Site Adj Gray Hawk Ct.CC 0.0 148.2 140.9 95 H N 95 Pass N
1/19/2022 621AC S of Site Adj Gray Hawk Ct.CC 0.0 148.2 141.6 95 H N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-18
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
1/19/2022 622AC S of Site Adj Gray Hawk Ct.CC 0.0 148.2 142.6 96 H N 95 Pass N
1/19/2022 623AC S of Site Adj Gray Hawk Ct.CC 0.0 148.2 141.9 95 H N 95 Pass N
1/19/2022 624AC S of Site Adj Gray Hawk Ct.CC 0.0 148.2 142.6 96 H N 95 Pass N1/19/2022 625AC S of Site Adj Gray Hawk Ct.CC 0.0 148.2 142.1 95 H N 95 Pass N
1/19/2022 626AC SE Section of Site CC 0.0 148.2 141.8 95 H N 95 Pass N
1/19/2022 627AC SE Adj BMP-C CC 0.0 148.2 139.8 94 H N 95 Fail N
1/19/2022 627AC-R SE Adj BMP-C CC 0.0 148.2 141.2 95 H N 95 Pass N
1/19/2022 628AC SE Section of Site CC 0.0 148.2 140.9 95 H N 95 Pass N
1/19/2022 629AC SE Adj BMP-C CC 0.0 148.2 142.9 96 H N 95 Pass N
1/19/2022 630AC Adj to 2nd Entrance Eagle Dr.CC 0.0 148.2 142.6 96 H N 95 Pass N
1/19/2022 631AC Adj to 2nd Entrance Eagle Dr.CC 0.0 148.2 143.2 96 H N 95 Pass N
1/20/2022 632AC Near 2nd Entrance Adj BMP-B CC 0.0 148.2 143.6 96 H N 95 Pass N
1/20/2022 633AC NW of Site Adj BMP-H CC 0.0 148.2 142.9 96 H N 95 Pass N
1/20/2022 634AC Adj to Bike Parking Repair Station CC 0.0 148.2 141.6 95 H N 95 Pass N
1/20/2022 635AC Adj to Bike Parking Repair Station CC 0.0 148.2 139.3 93 H N 95 Fail N
1/20/2022 635AC-R Adj to Bike Parking Repair Station CC 0.0 148.2 141.0 95 H N 95 Pass N
1/20/2022 636AC Parking Lots Adj BMP-C CC 0.0 148.2 141.9 95 H N 95 Pass N
1/20/2022 637AC Parking Lots Adj BMP-C CC 0.0 148.2 142.1 95 H N 95 Pass N
1/20/2022 638AC Parking Lots Adj BMP-C CC 0.0 148.2 142.3 96 H N 95 Pass N
1/20/2022 639AC Parking Lots Adj BMP-C CC 0.0 148.2 141.8 95 H N 95 Pass N
1/20/2022 640AC Parking Lots CC 0.0 148.2 140.5 94 H N 95 Fail N
1/20/2022 640AC-R Parking Lots CC 0.0 148.2 142.3 96 H N 95 Pass N
1/20/2022 641AC Parking Lots CC 0.0 148.2 142.7 96 H N 95 Pass N
1/20/2022 642AC Parking Lots CC 0.0 148.2 143.9 97 H N 95 Pass N
1/20/2022 643AC Parking Lots CC 0.0 148.2 143.5 96 H N 95 Pass N
1/20/2022 644AC Parking Lots CC 0.0 148.2 139.1 93 H N 95 Fail N
1/20/2022 644AC-R Parking Lots CC 0.0 148.2 141.5 95 H N 95 Pass N
1/20/2022 645AC East Side of Parking Lots CC 0.0 148.2 142.6 96 H N 95 Pass N
1/21/2022 646AC NW of Site CC 0.0 148.2 141.6 95 H N 95 Pass N
1/21/2022 647AC NW of Site CC 0.0 148.2 142.0 95 H N 95 Pass N
1/21/2022 648AC NW of Site CC 0.0 148.2 142.5 96 H N 95 Pass N
1/21/2022 649AC NW of Site CC 0.0 148.2 142.9 96 H N 95 Pass N
1/21/2022 650AC NW of Site CC 0.0 148.2 142.1 95 H N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
Project Number 1-0346
January 31, 2022
Page B-19
Depth*
Test or Rel Soil Test Proj.RockDateNumberTest Location Tract Elev Field Opt.Max.Field Comp.Type Type Spec.Pass/Fail Corr.
TABLE I (Cont'd)
Moisture Unit Dry Wt.
1/21/2022 651AC North Middle of Site CC 0.0 148.2 142.6 96 H N 95 Pass N
1/21/2022 652AC North Middle of Site CC 0.0 148.2 142.9 96 H N 95 Pass N
1/21/2022 653AC North Middle of Site CC 0.0 148.2 141.3 95 H N 95 Pass N1/21/2022 654AC North Middle of Site Adj BMP-D CC 0.0 148.2 143.2 96 H N 95 Pass N
1/21/2022 655AC NE of Site CC 0.0 148.2 141.9 95 H N 95 Pass N
1/21/2022 656AC NE of Site CC 0.0 148.2 141.7 95 H N 95 Pass N
1/22/2022 657SG NE of Main Entrance SG 18.9 11.9 118.6 113.8 95 A N 95 Pass N
1/22/2022 658SG NE of Main Entrance SG 12.8 11.9 118.6 113.2 95 A N 95 Pass N
1/22/2022 659B 2nd Entrance BG 8.7 7.1 136.7 130.8 95 D N 95 Pass N
1/22/2022 660B Main Entrance BG 9.3 7.1 136.7 131.2 95 D N 95 Pass N
1/22/2022 661B Main Entrance BG 8.4 7.1 136.7 131.6 96 D N 95 Pass N
1/22/2022 662AC 2nd Entrance CC 0.0 148.2 143.8 97 H N 95 Pass N
1/22/2022 663AC NE of Site CC 0.0 148.2 141.7 95 H N 95 Pass N
1/22/2022 664AC NE of Site CC 0.0 148.2 142.3 96 H N 95 Pass N
1/22/2022 665AC NE of Site CC 0.0 148.2 143.1 96 H N 95 Pass N
1/22/2022 666AC NE of Site CC 0.0 148.2 144.6 97 H N 95 Pass N
1/22/2022 667AC Main Entrance CC 0.0 148.2 143.7 96 H N 95 Pass N
1/22/2022 668AC Main Entrance CC 0.0 148.2 142.1 95 H N 95 Pass N
1/24/2022 669SG Grayhawk Driveway SG 12.5 11.9 118.6 113.7 95 A N 95 Pass N
1/25/2022 670B Grayhawk Driveway BG 8.4 7.1 136.7 131.4 96 D N 95 Pass N
1/25/2022 671SG Eagle Driveway SG 12.8 11.9 118.6 114.1 96 A N 95 Pass N
1/25/2022 672B Eagle Driveway BG 8.7 7.1 136.7 132.3 96 D N 95 Pass N
1-0346, January 31, 2021, Sheet1 *Approximate Depth (In Feet) Below Finished Grade
ALTA CALIFORNIA GEOTECHNICAL, INC.
APPENDIX C
Laboratory Testing
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ASTM SIEVE NUMBERS
11,12" 3/~"
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90 \
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#1,00 #2,00
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0
10
20
30
40 Cl UJ z ~ UJ
50 a::
I-z UJ (.) a::
60 UJ Cl..
70
80
90
Sieve Percent Specified
Size Finer Operating
Range
1" 100 100
3/4" 99 90-100
No.4 47 35-60
No.30 22 10-30
No. 200 8 2-9
Density Test Results (ASTM D-1557)
Maximum Density
Optimum Moisture
136.7psf
7.1%
100 8 6 4 2 10 8 6 4 2 1 8 6 4 2 0.1 8 6 4 2 100 0.01
GRAIN SIZE IN MILLIMETERS
CRUSHED AGGREGATE BASE, 3/4" MAXIMUM
CAL TRANS CLASS 2 AGGREGATE BASE
SAMPLE NUMBER: D
SAMPLE LOCATION: 5980 Eagle Drive, Carlsbad, CA
DATE SAMPLED:
AGGREGATE BASE TEST SUMMARIZATION
Quality Requirements Results Individual Test
Resistance (R-Value) (Calif. 301) 79 78 Min.
Sand Equivalent (Calif. 217) 42 25Min.
Durability Index (ASTM D3744) 35Min.
AL TA CALIFORNIA GEOTECHNICAL, INC.
170 N. MAPLE STREET, SUITE 108, CORONA, CA
(951) 509-7090
P.N. 1-0346
afe
afe
342B
313CG
312CG341B
652AC
403CG 413B
310CG
599AC
402CG
578
340B309CG
412B
585B 265B
608AC
26
132CG 653AC
308CG
598AC 339B
401CG411B
337B
305CG
55SD
410B
649AC
400CG
307CG
338B
577
264B30
263B606AC
177E
54SD
576 650AC176E
336B
178E 304CG
409B
597AC303CG
399CG
302CG301CG
334B
647AC 335B
179E333B
596AC
300CG
332B
299CG
398CG407B 408B
262B
397CG331B
646AC
298CG
58604AC
633AC
297CG
330B
65SD
44S40S 64SD
42S
39S
43S
38S
63SD
37S41S36S
25569B569BR
605AC
648AC 33
326CG
323CG
324CG60
34
635AC635ACR
21455AC
329B
260B 59
295CG
322CG
417CG
62SD
595AC
267CG
634AC594AC
294B456B
632AC
571B571BR
415.2
416.0
412.5
413.5
412.4
435B
268CG
101W
293B
103W102W
141CG
257B
142CG256B
631AC
259B
418CG
659B
672B 662AC
615W
419CG
671SG
359CG57
458SW367B 420CG
457B
593AC
368B
360CG
572B572BR
258B
415.4
573B573BR
592AC
366B630AC
358CG
144CG
254B
628AC
253B
145CG
105W
451AC
146CG
591AC 147CG
627AC627ACR
574B574BR
106W
250B
251B
148CG
448AC
107W
149CG
249B
449AC 625AC
624AC
432B
447AC
172CG
95E219B
173CG 218B 94E
23
92E217B
171CG
91E216B
109W
15
446AC
204CG
110W
430B
622AC
215B
170CG
244B
431B
623AC
108W
201CG
243B
118E
119E
120E
121E
575B575BR364B
355CG
626AC 352CG
363B
354CG 362B 361B
122E
123E 353CG
255B
453AC
104W
14
434B
238B
454AC
636AC
195CG237B
196CG
239B
629AC
236B
56SD
194CG
197CG
16
460AC
235B
638AC
438B
193CG
450AC
198CG
241B
199CG
242B
200CG433B
22
452AC
436B
459AC 291B
52SD
462AC
439B
461AC
637AC437B
20
639AC
234B 233B192CG
232B
191CG
440B
231B
246B
202CG245B
203CG
247B
248B
17
464AC
190CG 230B
570B570BR
327CG
175E29
292B139CG
138CG53SD174E290B
140CG
288B
137CG
289B 32
640AC640ACR
35
28
19
128CG130CG131CG282B
158E
463AC
129CG 280B
579 586B
281B
441B
283B
607AC
287B 134CG
286B
285B
159E
284B
133CG
296CG
328B
61SD
603SG
614W
100W
325CG
261B
583B
584B
306CG 311CG
266B
651AC
135CG
136CG
240B
143CG
252B
356CG365CG
357CG
93E
170 N. MAPLE STREET, STE 108, CORONA, CA 92880TELEPHONE: (951) 509-7090
ALTA CALIFORNIA GEOTECHNICAL, INC.PLATE 1See Plate 2 for Legend
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0 20 40 60 80
PROJECT NUMBER, 1-0346
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DATE:J □n. 31, 2022
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COC . DOC 2006-055734!
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SURFACE IMPROVEMENTS
(SEE SHEET O! FOR SPEC!RCAllONS}
S!-O!I 4" AC OVER 45" CLASS 2 BAS£
s1-021 7" PCC OVER 7" CLASS 2 BASE
SI-OJI 6" CURB
S/-041 6" CURB & CUTTER
S/-051 4" PCC SIDEWALK
Sl-061 RIBBON CUTTER
Sl-071 TRENCH ORAIN
Sl-081 CURB CUT
S/-091 PEDESTRIAN RAMP
s1-101 RET,4/NINC WALL
S!-!!I PARK/NC LICHT
s1-12I 8/0FIL !RATION BASIN
S!-!JI /YATER OUAL!TY S/CN
Sl-141 DISABLED PARMNC STALL
EXIST/NC EASEMENTS
COVENANTS; CONDITIONS, RESTRICTIONS ANO EASEMENTS IN THE
DOCUMENT RECORDED JANUARY !O, 2003 AS INSTRUMENT NO.
200J-OOJ5!44 OF OFFICIAL RECORDS, SAID DOCUMENT PRO/I/DES
FOR A LANDSCAPE EASEMENT.
ABUTTERS RIGHTS OF INGRESS ANO £CRESS TO OR FROM EACLE
OR/VE ANO CREY HAif!( COURT, E%CEPT AT ACCESS OPENINGS
HA VE BEEN OED/CA TEO OR REZINOUIS/fEO ON THE MAP OF
CARLSBAD TRACT NO. 99-06, MAP NO. !48J! OF TRACT MAPS
RECORDED JUNE 29, 2004
EASEMENTS SHOIIN OR OED/CA TEO ON MAP NO. !48J! RECORDED
JUNE 29, 2004 AS CARLSBAD TRACT NO. 99-06, PALOMAR
FORUU
G) PRIVATE ORA/NACE ANO INCIDENTAL PURPOSES
@ S/CHT DISTANCE CORRIDOR ANO !NCIOENT,4L PURPOSES
AN EASEMENT IN FA WR OF SAN 0/ECO CASANO EZECTR!C
COMPANY FOR PUBLIC UTIL/1/ES ANO INCIDENTAL PURPOSES,
RECORDED SEPTEMBER 27, 2004 AS INSTRUMENT NO.
2004-09!!006 OF OmCIAL RECORDS.
THE TERMS, PR0/1/S/ONS ANO EASEMENT(S) CONT,4/NEO IN THE
DOCUMENT ENT/TIED "RECIPROCAL EASEMENT ANO MAINTENANCE
AGREEMENT RECORDED OCTOBER 06, 2005 AS INSTRUMENT NO.
2005-0865774 OF OFFICIAL RECORDS.
AN EASEMENT IN FA vVR OF CARLSBAD MUNICIPAL /YATER
DISTRICT FOR /YA TERI/NE PURPOSES ANO INCIDENTAL PURPOSES,
RECORDED JANUARY JO, 2006 AS INSTRUMENT NO.
2006-0065489 OF OFFICIAL RECORDS.
AN EASEMENT IN FAVOR OF COUNTY OF SAN 0/ECO FOR
A /I/CA T!ON ANO INCIDENTAL PURPOSES, RECORDED MARCH 23.
2006 AS INSTRUMENT NO. 2006-0/99920 OF OFFICIAL RECORDS
[NOT PI.OTTABLE]
*EXIST/NC WATER SERVICE NOT£'
CONTRACTOR MUST POTHOLE THE CROSS OR TEE AT THE PROPERTY LINE TO
DETERMINE THE COVER DEPTH FROM THE FINISHED SURFACE ELEVATION TO
THE TOP OF PIPE. IF THE SER/I/CE IS NOT IN ACCORDANCE 111TH CITY OF
CARLSBAD vVL. 2, CH. LJ.8.A. ! -42 INCHES COVER FROM TOP OF PIPE TO
FINISHED CRAOE EZEVA TION, THE SER/I/CE SHALL BE ABANDONED PER CMMJ
STANDARD SPECIF/CATIONS !5000-J. !! ANO A NEIY SER/I/CE SHALL BE
INSTALLED FROM THE MAIN TO PROPERTY LINE PER STANDARD ORAIIINCS
/Y-22 ANO FIIRN!SHEO 111TH NEW TEE ANO VALVES.
OfESSiOAJ,;,
¢-D. Dlf
ff '1 ~ No. 45629 o
E><p.12-31 -22
Ci \\.
11 AS
RCE __ _ EXP , ___ _ DATE
REVJE\,/ED BY ,
INSPECTOR DATE
t----+--+-------------+---+---+---+--t ~ cr1r!N£ENG CD¾,~R¼~~AD ~ LlQ_J
'<1----+--+-----------------+---+----jf---f---l GRADING PLANS FOR:
/ PALOMAR FORUM PARCEL 'A' ~/
PREPARED UNDER MY SUPER/1/S/ON,
BY_==~~==~~~~~=~OATE:·==~~~~1---j------j--------------------t------t----t----t-----J
ROBERT O DENTINO R.CE. NO.: 45629 £)(P/RATION: !2-J!-22 >---+----,>-------------------+-----+----+----+----<
FIRM: £%CEZ ENC/NEER/NC
ADDRESS: 440 STA TE PLACE
CITY, ST.: ESCONDIDO, CALIFORNIA
TELEPHONE.· (760) 745-8!!8
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
PRECISE GRADING PLAN -WEST
GR2021-XXXX CUP2020-0011
APPROVED: JASON S. GELDERT
CITY ENGINEER RCE 63912 EXPIRES 09 30 22 DATE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: __ _
RVWD BY: SDP 2020-0006 XXX-XX
afe
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314CG343B
587B
344B 315CG
588B
345B
317CG
663AC
347B
318CG
600AC
348B
319CG
320CG
349B
590B 601AC
416B406CG
2
321CG422.7
419.1
420.8
418.1
404CG
611AC
31
580 46
610AC
581
346B
609AC
278B
277B
124CG
126CG
157E
127CG279B
414B 405CG 415B
49
656AC
589B
180CG
665AC
613AC
664AC
351B
666AC
657SG
386B
369CG6381CG
391B 392B
382CG
270B
645AC
612AC
269B 117W
421B
655AC45 48
150CG151CG
272B 271B152CG273B
155E
467AC
27 275B
156E
153CG
47
428B
643AC641AC
125CG
276B
465AC
429B
18
188CG 229B
50642AC
466AC
228B 185CG 227B
223B 184CG222B
186CG
187CG
444AC 112W220B189CG
621AC
221B
111W
445AC 24
169CG
83E
214B
90E
213B 89E
425B
82E
88E
77E
168CG
78E 76E
87E 86E212B167CG
620AC620ACR
424B
12
183CG
224B
113W 51
618AC618ACR
443AC
226B
225B
114W
422B
442AC 617AC
115W
423B
8
210B85E 165CG
69E70E
84E209B
10 72E
208B
5
162CG
207B
67E
96E
97E
98E99E
73E
68E
396B
395B
385CG
378
670B
379
372CG
390B
394B 658SG668AC
384CG661B
376
389B
669SG206B
81E
667AC
377
388B
374 371CG7469AC
116W
80E
205B
111
161CG
420.0
166CG619AC
160CG
79E
393B
660B
387B
370CG
373
654AC
316CG
181CG13
426B
644AC
468AC 644ACR
1
182CG
582
154CG 274B
427B
9
211B
71E
164CG
74E 75E
66E
3
426.4
433.4
432.4
431.9
431.6
383CG
375 430.0
430.0
426.9
426.9
380CG
350B
4
163CG
170 N. MAPLE STREET, STE 108, CORONA, CA 92880
TELEPHONE: (951) 509-7090
ALTA CALIFORNIA GEOTECHNICAL, INC.PLATE 2
ARTIFICIAL FILL-ENGINEERED
APPROXIMATE LOCATION OF COMPACTION TEST
APPROXIMATE REMOVAL BOTTOM ELEVATION
LIMIT OF FILL
LIMIT OF REMOVAL
LEGEND
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101
420.0
JO" HOPE STORA! DRAIN (owe J99-4A)-APN· 221-880-/6-
(TO REMAIN)
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SURFACE /AIPROVEAIEN!S
(SEE SHEET 01 flJH SPEC/flCAllONS)
s1-01I 4" AC OvER 4.5" CLASS 2 8ASE
s1-02I 7" PCC OvER 7" CLASS 2 BASE
Si-OJI 6" CURB
I I
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t l .l§!L_ -------~---
1 I •
SCALE· 1"=20' -------0 20 40 60 80
/8' HOPE STORA! DRAIN
(OWC. J99-4A)
(TO BE REAIOvEO)
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APN-221-0/5-07
S/-04I 6" CURB & CUTTER
S!-05I 4" PCC SIDEWALK
S/-06I RIBBON CUTTER
Sl-07I TRENCH DRAIN
S/-08I CURB CUT
S/-09I PEDESTRIAN RAMP •
s1-10I RET,4/NINC WALL
SI-II I PARK/NC LICHT C)
s1-12I BIOF/L !RA /lON BASIN ----
S!-JJI WATER QUALITY S/QV
Sl-14I DISABLED PAR!(!NC STALL
EXIS17NC EASEAIEN!S
COvENANTS, CONO!llONS, RESTRIC/lONS ANO EASEMENTS IN 1/fE
DOCUMENT RECORDED JANUARY /0, 200J AS INSTRUMENT NO.
200J-O.OJ5/44 OF OfflCIAL RECORDS. SAID DOCUMENT PR0/1/JES
FOR A LANDSCAPE EASEMENT. -ABUTTER's RICHTS OF INGRESS ANO £CRESS TO OR FROM EACLE
OR/vE ANO CREY HAM< COURT, E%CEPT AT ACCESS OPENINGS
HA vE BEEN OED/CA TEO OR RELINQUISHED ON 1/fE MAP OF
CARLSBAD TRACT NO. 99-06, MAP NO. l48J/ OF TRACT MAPS
RECORDED JUNE 29, 2004.
PREPARED UNDER MY SUPERl1S/ON,
/
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EASEMENTS SHOIW OR OED/CA TEO ON MAP NO. l48J/ RECORDED
JUNE 29, 2004 AS CARLSBAD TRACT NO. 99-06, PALOMAR
FORUM.
(v PRIVATE ORA/NACE ANO INCIDENTAL PURPOSES
@ SICHT 0/SlANCE CORRIDOR ANO !NCIOEN!AL PURPOSES
AN EASEMENT IN FAVOR OF SAN 0/ECO CASANO ELECTRIC
COMPANY FOR PUBLIC U/lL/1/ES ANO INCIDENTAL PURPOSES,
RECORDED SEPTEMBER 27, 2004 AS INSTRUMENT NO.
2004-0911006 OF omCIAL RECORDS.
T/IE TERMS, PROl1S/ONS ANO EASEMENT(S) CONTAINED IN 1/fE
DOCUMENT EN/lTlEO "RECIPROCAL EASEMENT ANO MAINTENANCE
ACREEMENr RECOROEO OCTOBER 06, 2005 AS INSTRUMENT NO.
2005-0865774 OF OfflCIAL RECORDS.
AN EASEMENT IN FAVOR OF CARLSBAD MUNICIPAL WATER
DISTRICT FOR WATERLINE PURPOSES ANO INCIDENTAL PURPOSES,
RECORDED JANUARY JO, 2006 AS INSTRUMENT NO.
2006-0.065489 OF Off/CIAL RECORDS.
AN EASEMENT IN FAVOR OF COUNTY OF SAN 0/ECO FOR
A t1CA 1/0N ANO INCIDENTAL PURPOSES, RECORDED MARCH 2J,
2006 AS INSTRUAIENT NO. 2006-0/99920 OF OFFICIAL RECORDS
[NOT PI.OTTA81.Ej
*EXIST/NC WATER SERVICE NOT£'
CONTRACTOR AIUST P01/fOLE 1/fE CROSS OR TEE AT 1/fE PROPERTY LINE TO
DETERMINE 1/fE COvER OEP1/f FROM 1/fE FINISHED SURFACE ELEVA1/0N TO
1/fE TOP OF PIPE IF 1/fE SERl1CE IS NOT IN ACCORDANCE M1/f CITY OF
CARLSBAD VOL. 2, Cl/. J.J.8.A. I -42 INCHES COvER FROM TOP OF PIPE TO
FINISHED CRAOE ELEVA 1/0N, 1/fE SERl1CE SHALL BE ABANDONED PER CM/IV
STANDARD SPEC/f/CA1/0NS !5000-.J.// ANO A NEW SERl1CE SHALL BE
INSTALLED FROM 1/fE AIA!N TO PROPERTY LINE PER STANDARD ORAMNCS
W-22 ANO FURNISHED M1/f NEW TEE ANO VAL vES.
BY OATE:==~~~~t------t---t------------------t---t---t---t---J -R=o.=l'l='ER=T~o=_-O~'E,=N=11M~'O~R.~.~C.~E~M~o.= .. -. -45,=6.="2~'9~EXPIRA1/0N· l2-J/-22 >---+---+----------------+----+---+---+---I
FIRM: E%CEL ENC/NEER/NC
ADDRESS.· 440 STA TE PLACE
Cl TY, ST.: ESCONDIDO, CALIFORNIA
mEPHONE.-(760) 745-8118
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
PROJECT NUMBER: 1-0346 DATE:Jan. 31, 2022
11 AS BUIL T 11
RCE __ _ EXP, ___ _ DATE
REVIE\,/ED BY,
GRADING PLANS FOR:
PALOMAR FORUM PARCEL 'A'
PRECISE GRADING -EAST
GR2021-XXXX CUP2020-001 I
APPROVED: JASON S. GELDERT
CITY ENGINEER RCE 63912 EXPIRES 09/30/22 DATE
DWN BY: IV PROJECT NO. DRAWING NO. CHKD BY: __ _
RVWD BY: SDP 2020-0006 XXX-XX