Report (8) •
DAILY FIELD REPORT
7 REDMOND Permit # SIT2009 -00001
• GEOTECHNICAL
SERVICES JOB NO.
PO BOX 20547 • PORTLAND, OREGON 97294 1001.005.0
FAX 503/286-7176 • PHONE 503/285 -0598 PAGE OF
1 1
PROJECT NAME CLIENT OR OWNER SEQUENCE NO.
Tigard Dutch Bros Multi /Tech Engineering 10
GENERAL LOCATION OF WORK OWNER OR CUENTS REPRESENTATIVE DATE DAY OF WEEK
11746 SW Pac Hwy Ryan Hawkins 2/13/09 Friday
GENERAL CONTRACTOR GRADING CONTRACTOR PROJECT ENGINEER
Dalke C.G. Gredvig
TYPE OF WORK GRADING CONTRACTOR'S SUPERENTENDANT OR FOREMAN SUPERVISOR
Ret. Wall
SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN
Import 3/4 -inch minus crushed rock Cloudy Daniel Redmond
KEY PERSONS CONTACTED (Civil Enpr., Architect. Developer. etc.)
FIELD TEST&IG REFERENCE CURVE
TEST % OF NUMBER TEST LOCATION ELEVATION MOISTURE DRY MAXIMUM DRY
MAX Y REMARKS
CONTENT DENSITY DRY CURVE DENSITY
(�) (PCF) DENSITY NO. (PCF)
Retaining Wall
10 S. Wall Base FBG 7.5 126.8 90.3 2 140.5
11 " " " " 7.0 126.3 89.9
DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING. WATERING. CONDmONING. AND COMPACTING
As requested, arrived on -site this morning to check the compaction of
the retaining wall base rock. Field density tests taken on the south
wall line were generally found to meet or exceed 90 percent. Spoke
with Mark Grenz this morning about suitable wall backfill materials
which would not produce high lateral wall pressures and was informed
that the use of the 2 -inch reject material would be acceptable.
Contractor was so informed that reject was accepatbel provide that
adequate compaction could be reached.
COPY GIVEN TO: City, Contractor, Engineer REPORTED BY: Daniel Redmond
t,
DAILY FIELD REPORT
_ REDMOND Permit # SIT2009 -00001
I . / GEOTECHNICAL
• . SERVICES JOB NO.
PO Box 20547 • PORTLAND, OREGON 97294 1 n n 1 n n s_ r
FAX 503/286.7176 • PHONE 503/285-0598 PAGE OF
1 1
PROJECT NAME CLIENT OR OWNER SEQUENCE NO.
Tigard Dutch Bros Multi /Tech Engineering 8
GENERAL LOCATION OF WORK OWNER OR CLIENTS REPRESENTATIVE DATE DAY OF WEEK
11746 SW Pac Hay Ryan Haskins 2/9/09 Monday
GENERAL CONTRACTOR GRADING CONTRACTOR PROJECT ENGINEER
Dalke C.G. Gredvig
TYPE OF WORK GRADING CONTRACTOR'S SUPERENTENDANT OR FOREMAN SUPERVISOR
Site Grading Gordon
SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN
Import 3/4 -inch minus crushed rock Cloudy Daniel Redmond
KEY PERSONS CONTACTED (CWI Erpr.. Architect Developer, etc.)
FIELD TESTING REFERENCE CURVE
NUMBER TEST LOCATION ELEVATION MOISTURE DRY MAXIMUM COMP. MAMMA REMARKS TEST DRY
CONTENT DENSITY CURVE
(%) (PCF) D DRY
E RNSIITY NO. (PCF) Y
8 NE Side FG 7.7 130.2 92.7 2 140.5
9 SW Side FG 7.3 129.1 91.9 I, ,I
DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING. WATERING. CONDITIONING, AND COMPACTING
•
As requested, arrived on -site this afternoon to check the compaction
of the top and final lift of import gravel fill materials across the
easterly portion of the site. Field density tests generally taken
across the building pad were found to exceed 91 percent of T -180.
Contractor plans to proceed dith preparation of the building area
foundation grade as dell as installation of utilities.
City, Contractor, Engineer REPORTED BY:
Daniel Redmond
COPY GNEN TO:
DAILY FIELD REPORT
Permit # SIT2009 -00001
R EDMOND D JOB NO.
�` ,� GEOTECHNICA February 12, 2009 1001.005.0
• SERVICES PRO, CT
PO Box 20547 • PORTLAND, OREGON 97294 lgard Dutch Brothers Coffee
FAx 503/286 -7176 • PHONE 503/285 -0598
Report # 9 `I`A PT 4 746 SW Pacific Highway
CONTRACTOR OWNER
TO Multi /Tech Engineering Dalke /C.G. Gredvig
"Lioudy TEMP. 30's /40's
PRE NT I S
Bren
THE FOLLOWING WAS NOTED:
Following yesterdays telephone call with both the general contractor
(Phil) and the project civil engineer (Mark Grenz), it was reported that
the segmental walls to be built along the east and south property
boundaries is indeed a retaining wall. As such, recommended to contractor
that the base of the wall system needs to be overexcavated to remove
any and all existing uncontrolled fill materials down to firm native
subgrade soils. Additionally, the excavation along the base of the new
wall should be extended out from the all and equal distance to the depth
of overexcavation. Further, all wall and /or slope backfill materials need
to be compacted to at least 90 percent except for the area immediately
behind the wall which will require the use of small compaction equipment.
Stopped by site this morning to check the work. Found that the east and
south areas have been excavated as recommended with about 6 inches of
overexcavation along the east side and up to 3 feet of overexcavation
along the south. Compaction of gravel fills to bring the grade up will be
performed with a large vibraplate. Additionally, stripping is still needed
between the backside of the east all and the next 5 to 10 feet to the east
due to the presence of organics.
COPIESTO: City, Contractor, Engineer
SIGNED Daniel Redmond
DAILY FIELD REPORT
22111 REDMOND Permit # SIT2009 -00001
4 , GEOTECHNICAL
• SERVICES JOB NO.
PO BOX 20547 • PORTLAND. OREGON 97294 1001.005.0
FAX 503/286 -7176 • PHONE 503/285 -0598 PAGE OF
1 1
'PROJECT NAME (SENT OR OWNER SEQUENCE NO.
Tigard Dutch Bros Multi /Tech Engineering 11
GENERAL LOCATION OF WORK OWNER OR CUENTS REPRESENTATIVE DATE DAY OF WEEK
11746 SW Pac Hay Ryan Hawkins 2/16/09 I Monday
GENERAL CONTRACTOR GRADING CONTRACTOR PROJECT ENGINEER
Dalke C.G. Gredvig
TYPE OF WORK GRADING CONTRACTOR'S SUPERENTENDANT OR FOREMAN SUPERVISOR
Wall Backfill
SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN
Import 3/4 -inch minus crushed rock Prtly cldy Daniel Redmond
KEY PERSONS CONTACTED (CAIN Engr.. Are Developer, etc.)
FIELD TESTING REFERENCE CURVE
TEST TEST LOCATION ELEVAT ON OF MAMBA REMARKS
NUMBER MOISTURE DRY MAXEAUM COMP. DRY
CONTENT DENSITY CURVE
ORY
('Y) (PCF) NO. D worry
12 Bldg Pad /Center FG 7.4 127.7 90.9 2 140.5
13 S. Ret Wall +2.0' 7.1 120.4 85.7
14 E. Ret Wall 7.3 121.1 86.2 "
DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING. WATERING. CONDRIONING, AND COMPACTING
Vibratory Plate
As requested, arrived on -site this morning to check the finish grade
of the building pad gravel fill as dell as the retaining wall backfill
materials along the east and south wall lines. Field density tests
taken at this time found the building pad to be suitably compacted and
greater than 90 percent of T -180. The wall backfill materials was also
found to be suitably compacted and greater than 85 percent of T -180.
90 percent directly behind the all was not recommended due to concerns
with increased lateral all pressures and call defelction.
COPY GIVEN TO: City, Contractor, Engineer REPORTED BY: Daniel Redmond
DAILY FIELD REPORT
411 REDMOND Permit # SIT2009 -00001
• �� ,� f :GEOTECHNICAL
• SERVICES JOB NO.
PO Box 20547 • PORTLAND, OREGON 97294 1001.005.0
FAX 503/286 -7176 • PHONE 503/285.0598
PAGE OF
1 1
PROJECT NAME CLENT OR OWNER SEQUENCE NO.
Tigard Dutch Bros: Multi /Tech Engineering 1
GENERAL LOCATION OF WORK OWNER OR CLIENTS REPRESENTATIVE DATE DAY OF WEEK
11746 SW Pac Hay I Ryan Haskins 2/17/09 Tuesday
GENERAL CONTRACTOR I GRADING CONTRACTOR PROJECT ENGINEER
Dalke i C.G. Gredvig
TYPE OF WORK GRADING CONTRACTOR'S SUPERENTENDANT OR FOREMAN SUPERVISOR
Site Fills Gordon
SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN
Import 1 -inch minus (Cobb Rock) Cloudy Daniel Redmond
KEY PERSONS CONTACTED (CND Emir., Aiddmet. Developer. etc.)
•
FELD TESTING REFERENCE CURVE
Tiff 16 OF IINUCIAUPA
NUMBER LOCATION; ELEVATION MOffiTURE DRY COMP. REMARKS Drive Area DENSITY C E
MW
CONTENT DENSITY
MW 15 S of Bldg Pad -0.5' 7.2 127.4 90.7 2 140.5
16 E of Bldg Pad 6.8 126.7 90.2 In
1
� I
DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING. WATERING. CONDITIONING. AND COMPACTING
As requested, stopped by jobsite today to check the compaction of the
import gravel fill materials placed to the south and east of the'ned
building pad. Field density tests taken at this time found the fills
to be dell compacted and greater than 90 percent of T -180. Contractor
reports that portions of the retaining call backfill and finish slope
i
area may be steeper than 2H to 1V due to limitations dith finish
grades for paving and curbs.
COPYGIVENTO: City, Contractor, Engineer REPORTED BY: D aniel Redmond
•
DAILY FIELD REPORT
REDMOND Permit # SIT2009 -00001
:' DATE JOB NO.
�` � GsEOTECHNICAL January 30, 2009 1001.005.0
• SERVICES PROJECT
PO Box 20547 • PORTLAND. OREGON 97294 Dutch Brothers Coffee
FAX 503/286 -7176 • PHONE 503/285 -0598
ATI
Report # 2 LO ;�b 746 SW P acific Hay, Tigard, OR
CONTRACTOR OWNER
TO Multi /Tech Engineering Dalke /C.G. Gredvig Dutch Bros.
W er d y, cold TEMP 3 0' s/ 4 0' s
P SENT SITE
"orc�on
THE FOLLOWING WAS NOTED:
As requested, arrived on -site today to meet with excavation contractor
and check the progress with the site clearing and grubing work presently
underway. Observations made at this time found that clearing and stripping
has begun to the south of the existing slope along the frontage road and
to the east of the existing paved access drive. Excavations of some 12
inches or more were being done to get through the surficial topsoil
materials as dell as some underlying existing fill. The easterly perimeter
hodever is not being stripped and cleared at this time due to the presence
of a poser pole and other constraints.
A old septic tank was uncovered near the easterly portion of the proposed
building and resulted in a hole of some 6 to 8 feet in width and 6 feet in
depth. Contractor plans to bring a hoe -pac to site to backfill import
gravel fill into excavation. Additionally, old debris fills with brick and
concrete rubble was encountered along the toe of the existing slope where
and old drain pipe and drain rock were also encountered. Once this Alas
removed, contractor was given approval to begin placement of import gravel
fill materials. Fill dill be compacted with a rubber tired smooth drum
roller. Will return to site on Monday to resume monitoring the clearing
and grubing work.
COPIES TO: City, Contractor, Engineer
SIGNED Daniel Redmond
DAILY FIELD REPORT
Permit # SIT2009 -00001
R EDMOND DATE JOB NO.
GEOTECHNICAL February 2, 2009 1001.005.0
• SERVICES
PROJECT
PO 80x 20547 • PORTLAND. OREGON 97294 Dutch Brothers Coffee
FAX 503/286 -7176 • PHONE 503/285 -0598 ATION
Report # 3 LO ft7 �.; SW Pacific Hay, Tigard, OT
CONTRACTOR OWNER
TO Multi /Tech Engineering Dalke /C.G. Gredvig Dutch Bros.
WSunn TAP
Sunny 40's
PRESENT @ SITE
THE FOLLOWING WAS NOTED:
As requested, returned to site today to resume monitoring the site
clearing and stripping cork as dell as check on the progress with import
structural fill placement. Observations made at this time revealed that
excavation and removal of existing surficial fills and old topsoil remnants
continues to the east of the existing paved access drive and near the middle
portion of the site. Additionally, excavation and clearing has begun to
lest of the existing access drive just south of the northerly slope.
Existing fills are present along the northerly slope and contractor has
removed about two (2) to three (3) feet of subgrade to remove most of the
- existing fill soils which contain concrete and asphalt debris. An existing
poser line was exposed in this area which feeds the toiler site to the south
and contractor dill not encroach too close to it.
Import gravel fills are being placed across the northerly portion of the
site and leaveled with a backhoe for compaction with the smooth drum roller.
Workmanshio appears suitable and top of fill grade was observed to be firm
under loaded rock truck load with about 12 inches of gravel fill inplace.
Work will continue to remove unsuitable surface materials as site Bork
extends further to the south. Again, the easterly perimeter remains
unstripped at this time .
COPIESTO: City, Contrar-tnr, F.nrji near
SIGNED Daniel Redmond
•
DAILY FIELD REPORT
7 REDMOND
GEOTECHNICAL Permit SIT2009 -00001
SERVICES JOB NO.
PO BOX 20547 • PORTLAND. OREGON 97294 1001.005.0
FAX 503/286 -7176 • PHONE 503/285 -0598 PAGE OF
1 1
PROJECT NAME CLIENT OR OWNER SEQUENCE NO.
Dutch Bros Tigard Dutch Brothers Coffee 4
GENERAL LOCATION OF WORK OWNER OR CUENTS REPRESENTATIVE DATE DAY OF WEEK
11746 SW Pac jiay Ryan Hawkins 2/1/09 mflpsday
GENERAL CONTRACTOR GRADING CONTRACTOR PROJECT ENGINEER
Dalke C.G. Gredviq
TYPE OF WORK GRADING CONTRACTOR'S SUPERENTENDANT OR FOREMAN SUPERVISOR
Site Grading
SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN
Import 2 -inch reject (Cobb Rock) _ Sunny Daniel Redmond
KEY PERSONS CONTACTED (Civil Engr.. Architect. Developer. etc.)
FIELD TESTING REFERENCE CURVE
TEST TEST LOCATION
NUMBER ELEVATION MOISTURE DRY Cam•
MAXIMUM MAXIMUM REMARKS
CONTENT DENSITY DRY CURVE DENSITY
(%) (PCF) DENSITY NO. (PCF)
1 NE Corner +1.5' 11.3 127.6 92.4 1 138.0
2 Middle " 12.1 130.3 94.4 " "
DESCRIBE EQUIPMENT USED FOR HAULING. SPREADING. WATERING. CONDITIONING. AND COMPACTING
Smooth Drum Roller
As requested, arrived on -site this morning to chPc-k the rompartinn of
the import gravel fill materials being placed across the area to the
east of the existing driveway. Field density tests taken at this time
found the fill to be well compacted and greater than 9'2 percent of
T -180. Work continues to the west of the driveway. Additionally,
stripping and clearing hase been completed about 70 feet south of the
northerly slope area to the east of the driveway. Work was found to
be suitable.
COPYGNENTO: City, Contractor, Engineer REPORTED BY: Daniel Redmond
DAILY FIELD REPORT
Permit # SIT2009 -00001
7 REDMOND DATE JOB NO.
GEOTECHNICAL Feb. 4, 2009 1001.005.0
SERVICES PROJECT
PO Box 20547 • PORTLAND, OREGON 97294 T Dutch Bros. Coffee
FAX 503/286 -7176 • PHONE 503/285 -0598
Report # 5 " f1 46 SW Pacific Hay, Tigard
CON CTOR OWNER
TO Multi /Tech Engin ° "rin �� fCE C.G. Gredvig
Wunn TEMP.
40's
q� Y
P Y $ET T SITE
THE FOLLOWING WAS NOTED:
As requested, returned to site this morning to check the progress with
the site grading dor. At this time, removal of the existing paved access
drive has begun beginning .at the south end. Gravel fills continue to be
placed acrpss the ears to thr west of the existing paved access drive.
Workmanship was found to be suitable and as per recommendations. Will
check compaction of fills again tomorrow.
•
COPIES TO: City, Contractor, Engineer
SIGNED Daniel Redmond
- - DAILY FIE LD REPORT
REDMOND Permit SIT2009 -00001
41 ` � , � ' �GEOTECHNICAL
• SERVICES JOB NO.
PO Box 20547 • PORTLAND, OREGON 97294 - 1001.005.0
FAx 503/286 -7176 • PHONE 503/285 -0598 PAGE OF
1 1
PROJECT NAME CLIENT OR OWNER SEQUENCE NO.
Tigard Dutch Bros Multi /Tech Engineering 6
GENERAL LOCATION OF WORK OWNER OR CLIENTS REPRESENTATIVE DATE DAY OF WEEK
11746 SW Pac Hay Ryan Hawkins 2/5/09 Thursday
GENERAL CONTRACTOR GRADING CONTRACTOR PROJECT ENGINEER
Dalke C.G. Gredviq
TYPE OF WORK GRADING CONTRACTOR'S SUPERENTENDANT OR FOREMAN SUPERVISOR
Site Grading Brent
SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN
Import 2 -inch reject (Cobb Rock) _ Cloudy Daniel Redmond
KEY PERSONS CONTACTED (CM Engr., Architect, Developer, etc.)
FIELD TESTING R CURVE
TEST % OF MARKS
NUMIIER TEST LOCATION ELEVATION mcogrDRE DRY COMP.
MAXIMLDA DRY
CONTENT DENSITY CURVE DENSITY
(9i) (PCP) DENSITY DRY NO.
(PCP)
3 SW Corner +3' 12.3 124.6 90.3 1 138.0
4 NE Corner " 12.2 122.4 88.7 " " Failed
5 NE Corner s, 12.1 124.3 90.1 " " Retest #4
I
I
_ I
DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING, AND COMPACTING
Rubber tired smooth drum vibratory roller, excavator, dozer
As requested, returned to site today to check the progress with the
site and grading work. Observations made at this time found that the
old paved access drive has been removed down to suitable subgrade and
the area is being filled with import gravel fill materials. Field
density tests taken on the 3 to 4 feet of new structural fills placed
at this time were generally found to meet or exceed 90 percent of T -180.
Work still remains to clear and grub along the easterly and southerly
site boundaries where retaining walls are planned.
COPY GIVEN TO: City, Contractor, Engineer REPORTED BY: Daniel Redmond
;. '
DAILY FIE LD REPORT
i vi o REDMOND GEOTECHN Permit # 2009 -00001
41 ' ICAL
• SERVICES JOB NO.
PO Box 20547 • PORTLAND, OREGON 97294 1001.005.0
FAx 503/286 -7176 • PHONE 503/285 -0598
PAGE OF
1 1
PROJECT NAME CLIENT OR OWNER SEQUENCE NO.
Tigard Dutch Bros Multi /Tech Engineering 7
GENERAL LOCATION OF WORK OWNER OR CLIENTS REPRESENTATIVE DATE DAY OF WEEK
11746 SW Pac Hay Ryan Hankins 2/6/09 Friday
GENERAL CONTRACTOR GRADING CONTRACTOR PROJECT ENGINEER
Dalke C.G. Gredvig
TYPE OF WORK GRADING CONTRACTOR'S SUPERENTENDANT OR FOREMAN SUPERVISOR
Site Grading Brent
SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN
Import 2 -inch reject (Cobb Rock) Showers Daniel Redmond
KEY PERSONS CONTACTED (Cl Enpr., Al dteet Developer, etc.)
FIELD TESTING REFERENCE CURVE
TEST TEST LOCATION ELEVATION MOISTURE DRY MAXIMUM OF COMP. IAA) REIIAARKS
NIA/M ION
CONTENT DENSITY _ CURVE DENSITY
M) (PCF) DENSITY NO. (PCF)
6 N Side of Bldg +5' 14.2 126.7 91.8 1 138.0
7 S Side of Bldg " 14.4 124.4 90.1 "
DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONOmONING, AND COMPACTING
Rubber tired smooth drum roller, dozer, excavator
As requested, arrived on -site this morning to check the compaction of
the structural fill materi -ls being placed and compacted across much
of the site. Field density tests taken at this time found the fill
materials to be dell compacted and greater than 90 percent of T -180.
Contractor reports that grade is dithin about tdo (2) feet of final
fill grade (ie. 215'). As such, use of 2 -inch reject dill stop and
contractor dill place 12 inches of 1 -1/2 inch minus and 12 inches of
3/4 inch minus to reach finish grade elevation of 217 feet.
COPY GIVEN TO: City, Contractor Engineer REPORTED BY: Daniel Redmond
/
DAILY FIELD REPORT
Permit # SIT2009 -00001
411 REDMOND
DATE JOB NO.
GEOTECHNICAL January 21, 2009 1001.005.0
• SERVICES PROJECT
PO Box 20547 • PORTLAND, OREGON 97294 Dutch Brothers Coffee
FAX 503/286 -7176 • PHONE 503/285 -0598 LOCATION
Report # 1 117 45 SW Pacific Hay, Tigard, OR
CONTRACTOR OWNER
TO Multi /Tech Engineering Dalke /C.G. Gredviq
WEATHER sunny TEMP. 40's
PRESENT @ SITE
Andy, Ryan, Jeff & others
THE FOLLOWING WAS NOTED:
As requested, arrived on -site this afternoon at 3:00pm for a scheduled
pre - construction meeting. Discussed the possible use of a 2 -inch rock
material from Cobb Rock as structural fill. Use dill be dependent on a
visual approval at pit tomorrow. Staking is expected to begin soon and
clearing and grubbing early next week. Once site is cleared, request for
approval of subgrade dill be made and filling begun.
COPIES TO: Contractor, Engineer, City
SIGNED Daniel Redmond