HomeMy WebLinkAbout17833 59TH AVE NE SUITE C_BLD20120085_2026 CITY OF ARLINGTON
238 N.OLYMPIC AVE.-ARLINGTON,WA 98223
PHONE:(360)403-3551
BUILDING PERMIT
Atkhrss: �59THAVENE,ARLINGTON Permit#:BLD20120085
Parcel#: /7833 Valuation:$7,250.00
OWNER APPLICANT CONTRACTOR-
ARLINGTON ADVANCED MANUFACTURING ARLINGTON ADVANCED MANUFACTURING REECE TRUCKING&EXCAVATING
PARK LLC PARK LLC ANDY REECE
Brent Nicholson Brent Nicholson PO BOX 1531
3316 FUHRMAN AVE F 3316 FUHRMAN AVE F MARYSVILLE,WA 98271
SEATTLE,WA 98102 SEATTLE,WA 98102
Lie#:REECET1917LA Exp:9/25/2013
PLL MI3ING CONTRACTOR MECHANICAL CONTRACTOR
41
Lie#: Exp: Lie#: Exp
JOB DESCRIPTION .
INSTALLING CONCRETE SLAB TO MATCH EXISITNG FLOOR ELEVATION,FILLING INDOOR EMPTIED DIP TANKS.
PERMIT TYPE: Commercial PERMIT GROUP: Alteration/Remodel Interior
STORIES: 0 CONST TYPE:
DWELLING UNITS: 0 OCC GROUP:
CODE: OCC LOAD:
PERMIT APPROVAL.
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A
CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC1 10/IRC110.
SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return
form and coded City of Arlington#3101.
Signature Print Name Date Released D e
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a ARCHIVE APPLICANT ASSESSOR OTHER
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BLD20120085
CONDMONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE
PUBLIC DOMAIN(CURBS,SIDEWALKS, DRIVEWAYS,MARQUEES, ETC.)WILL REQUIRE SEPARATE PERMISSION.
• None
PERMIT FEES
Date Description Fee Amount Paid Balance Due
3/5/2012 Building Permit Fee(QTY: 1) $178.25 $0.00 $178.25
3/5/2012 Building Plan Check Fee(QTY. 1) $115.86 $0.00 $115.86
3/5/2012 State Building Code Surcharge(QTY-.1) $4.50 $0.00 $4.50
Total Due: $298.61 $0.00 $298.61
CALL FOR INSPECTIONS
BUIIAING/FNGINEEMNC/PARKS/UrRITIES/FINAL(360)435-0674
FIRE(360)403-3607
When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being
requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon.
• None
4 MISCELLANEOUS BUILDING
PERMIT APPLICATION
e.
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418
THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF CONSTRUCTION DRAWINGS, THREE(3)
ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) SETS OF ENERGY CODE APPLICATIONS(IF
APPLICABLE).
Type of Permit:(check one) Residential ILA Commercial Valuation:
Project Address: Parcel ID#: - �44 a
Lot#: f _ `0 Subdivision: Pt ' -p ?�bko
Building Area(Sq Ft) ° No. of floors: Number of Buildings: I
Owner: Ay\�tA G'►� \l(16�SLt1 �'�XIU�I>a \l\C�CLG �� Phone a 0549 I Number: aelQ' Ubt
Address: St � � - City: (C3) State: LL Zip Code:
Scope of Work:
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A detailed site plan/vicinity map, and construction drawings may be required depending on the scope of work. Please verify this with a
Community Development Permit Technician prior to submitting application for review.
Contractor: (� Phone Number: �q�
Address: 92 `�-)��` City: Stater Zip Code: ` � e
Contractor's License Number:�1 —����� Expiration: 1�
I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-
described property will be in accordance with the laws, rules and regulations of the State of Washington.
O",C) -C) '
Applicants Sign ture Date
b
Print Applicants Name CITY OF ARLINGTON
BUILDING DEPARTMENT R ��.�IVED
job COPY APPR( ' ED M R' 0 2 2012
COR PERMIT CENTER
DATE —�� S �L BY
FOR STAOR USMOMMOVED BY TH
BUILDING INSPECTOR
Permit# Accepted By Amount Received Receipt# Date Received
Page 1 of 1 8/10 CJY
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Arlington Advanced Manufacturing Park LLC
Pool backfill requirements for Rum ig—W=J-6uilding 10:
1. Contractor to follow WSDOT Standards and Specifications,the International Building Code, City
of Arlington Design and Construction Standards and the Arlington Municipal Code when
backfilling the pools for Arlington Advanced Manufacturing Park, LLC.
2. Contractor to backfill according to WSDOT Standard Specifications 2-09.3(1)E
3. Contractor to use Gravel Borrow per WSDOT Standard Specifications 9-03.14(1)
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2-09 STRUCTURE EXCAVATION
pay as provided in Section 1-04.4 for loading and hauling. The Contracting Agency will
not pay for handling at the disposal site.Any such disposal shall meet the requirements of
Section 2-03.3(7)C.
If the Contract includes Structure excavation, Class A or B, including haul,the
unit Contract price shall include all costs for loading and hauling the material the full
required distance.
2-09.3(1)E Backfilling
The backfilling of openings dug for Structures shall be a necessary part of and
incidental to the excavation.Unless the Engineer directs otherwise,backfill material shall
be nonclay material containing no pieces more than 3-inches across,no frozen lumps, and
no wood or other foreign material.
When specified in the Contract or when approved by the Engineer,the Contractor
shall supply controlled density fill as backfill material.
Alternative Sources.When material from Structure excavation is unsuitable for use
as backfill, the Engineer may require the Contractor to:
1. use other material covered by the Contract if such substitution involves Work
that does not differ materially from what would otherwise have been required;
2. substitute selected material in accordance with Section 2-03.3(10);
3. use Controlled Density Fill (CDF) also known as Controlled Low Strength
Material(CLSM)),or;
4. obtain material elsewhere. Material obtained elsewhere will be paid for in
accordance with Section 1-04.4.
Controlled Density Fill(CDF)or Controlled Low-Strength Material(CLSM).
CDF is a self compacting, cementitious,flowable material requiring no subsequent
vibration or tamping to achieve consolidation. The Contractor shall provide a mix design
in writing to the Engineer on WSDOT Form 350-040 and utilize ACI 229 as a guide to
develop the CDF mix design.No CDF shall be placed until the Engineer has reviewed the
mix design. CDF shall be designed to have a minimum 28-day strength of 50 psi and a
maximum 28-day strength not to exceed 300-psi.The CDF consistency shall be flowable
(approximate slump 3 to 10-inches).
The following testing methods shall be used by the Contractor to develop the CDF
mix design:
28-day compressive strength-ASTM D 4832,
Unit weight,yield, and air content-ASTM D 6023,
Slump -WSDOT FOP for AASHTO T 119.
The water/cement ratio shall be calculated on the total weight of cementitious
material. The following are considered cementitious materials: Portland cement,fly ash,
ground granulated blast furnace slag and microsilica fume.
Admixtures used in CDF shall meet the requirements of Section 9-23.6,Admixtures
for Concrete, and foaming agents, if used, shall meet the requirements of ASTM C 869.
Admixtures shall be used in accordance with the manufacturer's recommendations and
non-chloride accelerating admixtures may be used to accelerate the hardening of CDF.
CDF shall meet the requirement of Section 6-02.3(5)C and shall be accepted based
on a Certificate of Compliance.The producer shall provide a Certificate of Compliance
1 for each truckload of CDF in accordance with Section 6-02.3(5)B.
Stockpiling.The Engineer may require the Contractor to selectively remove
and stockpile any usable material excavated for a Structure. If this material meets
the requirements for gravel backfill for walls it may replace gravel as wall or
abutment backfill.
Page 2-30 2010 Standard Specifications M 41-10
i
STRUCTURE EXCAVATION 2-09
If the Contractor stockpiles excavated material for use as backfill, it shall be
protected with plastic sheeting or by some other method from contamination and weather
damage. If the material becomes too wet or contaminated in the stockpile,the Contractor
shall dispose of and replace it with an equal amount of suitable material, all at no expense
to the Contracting Agency.All costs for storing,protecting,rehandling, and placing
stockpiled material shall be included in the unit Contract price for Structure excavation,
Class A or B.
Compaction.Backfill from Structure excavation shall be placed and compacted in
keeping with the following requirements:
1. Backfill supporting Roadbed,Roadway embankments, or Structures,including
backfill providing lateral support for noise barrier wall foundations,luminaire
poles,traffic signal standards,and roadside and overhead sign Structure
foundations shall be placed in horizontal layers no more than 6-inches thick
with each layer compacted to 95-percent of the maximum density determined
by the Compaction Control Test according to Section 2-03.3(14)D.
2. Gravel backfill for drains shall be placed in horizontal layers no more than
12-inches thick,with each layer compacted by at least three passes of a
vibratory compactor approved by the Engineer.
3. All other structure excavation backfill shall be placed in layers no more than
2-feet thick(loose),with each layer tamped and graded so that final settling will
leave the backfill flush with surrounding ground.
4. Compaction of controlled density fill will not be required.
Timing.Backfill shall not be placed against any concrete Structure until the concrete
has attained 90-percent of its design strength and a minimum age of 14-days, except that
reinforced concrete retaining walls 15-feet in height or less may be backfilled after the
wall has attained 90-percent of its design compressive strength and curing requirements
of Section 6-02.3(l1)are met.Footings and columns may be backfilled as soon as forms
have been removed, so long as the backfill is brought up evenly on all sides.
The Engineer may order the Contractor to use lean concrete in backfilling around
piers and in front of abutments and walls.The Contracting Agency will pay for such
backfilling as provided in Section 1-04.4.
If water prevents the Contractor from properly placing and compacting backfill, it
shall be removed by pumping or other means.
All costs not defined in this section that relate to providing,placing, and compacting
backfill shall be at the Contractor's expense.
2-09.3(1)F Items to Remain
If the Contractor damages or removes pavement or anything else meant to remain
outside the excavation area, it shall be repaired or replaced at no expense to the
Contracting Agency.
2-09.3(2) Classification of Structure Excavation
1. Class A. Structure excavation required for bridge and retaining wall footings,
pile caps, seals, and wingwalls shall be classified as Structure excavation
Class A. If the excavation requires a cofferdam, structural shoring,or extra
excavation,the work outside the neat lines of the Structure excavation Class A
shall be classified as shoring or extra excavation Class A.
2. Class B.All other Structure excavation shall be Class B. If this excavation
requires cofferdams, shoring, or extra excavation,the work outside the neat
lines of the Structure excavation Class B shall be classified as shoring or extra
excavation Class B.
2010 Standard Specifications M 41-10 Page 2-31
9-03 AGGREGATES
9-03.13 Backfill for Sand Drains
Backfill for sand drains shall conform to the following grading:
Sieve Size Percent Passing
'/z" 90-100
No. 4 57-100
No. 10 40-100
No. 50 3-30
No. 100 0-4
No. 200 0-3.0
All percentages are by weight.
9-03.13(1) Sand Drainage Blanket
Aggregate for the sand drainage blanket shall consist of granular material, free
from wood,bark, or other extraneous material and shall meet the following requirements
for grading:
Sieve Size Percent Passing
21/2" 90-100
No.4 24-100
No. 10 14-100
No. 50 0-30
No. 100 0-7.0
No.200 0-3.0
All percentages are by weight.
That portion of backfill for sand drains and sand drainage blanket retained on a
No. 4 sieve shall contain not more than 0.05 percent by weight of wood waste.
9-03.14 Borrow
9-03.14(1) Gravel Borrow
Aggregate for gravel borrow shall consist of granular material,either naturally
occurring or processed, and shall meet the following requirements for grading
and quality:
Sieve Size Percent Passing
4"' 100
2" 75-100
No.4 50-80
No.40 30 max.
No.200 7.0 max.
Sand Equivalent 50 min.
All percentages are by weight.
'For geosynthetic reinforced walls or slopes, 100 percent passing 11/4-inch sieve and
90 to 100 percent passing 1-inch sieve.
Ballast may be substituted for gravel borrow for embankment construction.
Page 9-28 2010 Standard Specifications M 41-10
i
Ma r, 2, 2012 2;27PM No, 3962 P, 1
EAST VAL LE' Y SAND & GRAVEL
:.. 5802 Cemetery Rd
i, PO Box 3554
Arlington,`Vlra. 93223
(360)403-7520 Office - (360)403-7480 Fax
/ Aggregate Test Report
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MISCELLANEOUS BUILDING
PERMIT APPLICATION
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223• Phone (360)403 3551 • FAX(360)403 3418
THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF CONSTRUCTION DRAWINGS, THREE(3)5 �_
ACCURATE, FULLY DIMENSIONED PLOT PLANS AND QfVE(1) SETS OF ENERGY CODE APPLICATIONS(IF '� 'LC/!
APPLICABLE). ;1 `>t, _-
Type of Permit:(check one) t (a Residential (�I Commercial Valuation: I 0)
Project Address: ` ► ""� �� `�Q r 1�� Parcel ID#:
Lot#: Subdivision: � �
Building Area(Sq Ft) � ° r No. of floors: Number of Buildings::I-L C� C�
Owner: �1�1�L �1 "►�1Cu �\ tz,� ►�\ \`CAI C��M� Phone e Number: CCI,l4' I I
Address: Q Na�' m4�1 t� �p� — City: C ckA)U State: Zip Code:
Scope of Work:
A detailed site plan/vicinity map, and construction drawings may be required depending on the scope of work. Please verify this with a
Community Development Permit Technician prior to submitting application for review.
Contractor: Phone Number: JUL " `
�^ �- a \
Address: 0V `�-1�� `��e QCity. State: ` Q� Zip Code��
Contractor's License Number: F ``� Expiration: —` �
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-
described property will be in accordance with the laws, rules and regulations of the State of Washington.
C),-;,-,) -C)
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Applicants Sign ture Date
Print Applicants Name .._ RECEIVED
CITY OF ARLINGTONMAR, 2 2012
OFFICE
BUII.DINC DF."ARTMENT
AP�'�ry, ,�� c®Ap�� 71�'CENTER
OFk$TAFF USE O
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BLD20120085 (PT-LIVE) - Per_mitTrax by Bitco Software Page 1 of 1
-,. BUILDING PERMIT PERMIT#: BLD20120085
~s >
OWNER: ARLINGTON ADVANCED MANUFAC... STATUS: APPLIED
♦ V► ADDRESS: 17825 59TH AVE NE,ARLINGTON BALANCE: $0.00
oy ISSUED: CREATED: 3/2/2012
SCREENS: Select Screen... FLINCTIONS:1 Select Permit Function...
ALTERATION/REMODEL INTERIOR
REVIEWS PRINT ADD NEW SUMMARY
REVIE... DESCRIPTION ASSIGNE... DUEDATE LAST (#) REQ?DO... ASSIGN REMOVE
_,._ .w__.�..._.._..
2000 C-Building I CYOUNG 3/9/2012 0 Y N Assign Remove
2008 C-Community Development I BFECHT 3/9/2012 0 Y N Assign Remove
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Contractors or Tradespeople Printer Friendly Page Page 1 of 1
General/Specialty Contractor
A business registered as a construction contractor with L&I to perform construction work within the scope of
its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name REECE TRUCKING/EXCVTNG INC UBI No. 602893954
Phone 3606599600 Status Active
Address Po Box 1531 License No. REECET1917LA
Suite/Apt. License Type Construction Contractor
City Marysville Effective Date 9/25/2009
State WA Expiration Date 9/25/2013
Zip 98270 Suspend Date
County Snohomish Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
Specialty Specialty Effective Expiration
License Name Type Status
1 2 Date Date
REECETE000OR REECE TRUCKING& Construction General Unused 9/19/2000 9/18/2009 Re-
EXCAVATING Contractor Licensed
Business Owner Information
Name Role Effective Date Expiration Date
REECE, STEVEN ANDREW JUSTIN President 05/26/2009
REECE, NINA MARIE President 05/26/2009
Bond Information
Bond Bond Company Name Bond Account N u mberl Effective Date Expiration Date Cancel Date Impaired Date Bond Amount(Received Date
2 IThe Hanover Ins. Co 1977887 09/18/2010 Until Cancelled i 1 $122000.0009/24/2010
1 ICBIC SC7294 01/01/2009 Until Cancelled 09/18/2010 1 $12,000.00 05/26/2009
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount I Received Date
2 CONTINENTAL 4032435367 05/10/2011 05/10/2012 $1,000,000.00 05/10/2011
INS CO
WESTERN
1 NATIONAL CPP001817701 05/10/2009 05/10/2011 $1,000,000.00 05/10/2010
ASSUR CO
Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https:Hfortress.wa.gov/lni/bbip/Print.aspx 3/2/2012
Brenda Fecht
From: Kelli Hale <kelli@halemilligan.com>
Sent: Friday, March 02, 2012 2:49 PM
To: Brenda Fecht
Subject: Building 10 Pool
The concrete slab for the pool in Building 10 is$7,250.
Have a great weekend!
Kelli Hale PE
Hale Milligan&Associaties LLC
P: 206.909.2567
F: 425.968.1245
www.HaleMillip,an.com
1
Arlington Advanced Manufacturing Park LLC
Pool backfill requirements for xu. uilding 10:
1. Contractor to follow WSDOT Standards and Specifications,the International Building Code, City
of Arlington Design and Construction Standards and the Arlington Municipal Code when
backfilling the pools for Arlington Advanced Manufacturing Park, LLC.
2. Contractor to backfill according to WSDOT Standard Specifications 2-09.3(1)E
3. Contractor to use Gravel Borrow per WSDOT Standard Specifications 9-03.14(1)
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2-09 STRUCTURE EXCAVATION
pay as provided in Section 1-04.4 for loading and hauling. The Contracting Agency will
not pay for handling at the disposal site.Any such disposal shall meet the requirements of
Section 2-03.3(7)C.
If the Contract includes Structure excavation, Class A or B, including haul,the
unit Contract price shall include all costs for loading and hauling the material the full
required distance.
2-09.3(1)E Backfilling
The backfilling of openings dug for Structures shall be a necessary part of and
incidental to the excavation.Unless the Engineer directs otherwise,backfill material shall
be nonclay material containing no pieces more than 3-inches across,no frozen lumps, and
no wood or other foreign material.
When specified in the Contract or when approved by the Engineer,the Contractor
shall supply controlled density fill as backfill material.
Alternative Sources.When material from Structure excavation is unsuitable for use
as backfill,the Engineer may require the Contractor to:
1. use other material covered by the Contract if such substitution involves Work
that does not differ materially from what would otherwise have been required;
2. substitute selected material in accordance with Section 2-03.3(10);
3. use Controlled Density Fill(CDF)also known as Controlled Low Strength
Material(CLSM)),or;
4. obtain material elsewhere.Material obtained elsewhere will be paid for in
accordance with Section 1-04.4.
Controlled Density Fill(CDF)or Controlled Low-Strength Material(CLSM).
CDF is a self compacting, cementitious,flowable material requiring no subsequent
vibration or tamping to achieve consolidation. The Contractor shall provide a mix design
in writing to the Engineer on WSDOT Form 350-040 and utilize ACI 229 as a guide to
develop the CDF mix design.No CDF shall be placed until the Engineer has reviewed the
mix design. CDF shall be designed to have a minimum 28-day strength of 50 psi and a
maximum 28-day strength not to exceed 300-psi. The CDF consistency shall be flowable
(approximate slump 3 to 10-inches).
The following testing methods shall be used by the Contractor to develop the CDF
mix design:
28-day compressive strength-ASTM D 4832,
Unit weight,yield, and air content-ASTM D 6023,
Slump-WSDOT FOP for AASHTO T 119.
The water/cement ratio shall be calculated on the total weight of cementitious
material. The following are considered cementitious materials: Portland cement,fly ash,
ground granulated blast furnace slag and microsilica fume.
Admixtures used in CDF shall meet the requirements of Section 9-23.6,Admixtures
for Concrete, and foaming agents,if used, shall meet the requirements of ASTM C 869.
Admixtures shall be used in accordance with the manufacturer's recommendations and
non-chloride accelerating admixtures may be used to accelerate the hardening of CDF.
CDF shall meet the requirement of Section 6-02.3(5)C and shall be accepted based
on a Certificate of Compliance. The producer shall provide a Certificate of Compliance
1 for each truckload of CDF in accordance with Section 6-02.3(5)B.
Stockpiling. The Engineer may require the Contractor to selectively remove
and stockpile any usable material excavated for a Structure. If this material meets
the requirements for gravel backfill for walls it may replace gravel as wall or
abutment backfill.
Page 2-30 2010 Standard Specifications M 41-10
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STRUCTURE EXCAVATION 2-09
If the Contractor stockpiles excavated material for use as backfill, it shall be
protected with plastic sheeting or by some other method from contamination and weather
damage. If the material becomes too wet or contaminated in the stockpile, the Contractor
shall dispose of and replace it with an equal amount of suitable material,all at no expense
to the Contracting Agency.All costs for storing,protecting,rehandling, and placing
stockpiled material shall be included in the unit Contract price for Structure excavation,
Class A or B.
Compaction.Backfill from Structure excavation shall be placed and compacted in
keeping with the following requirements:
1. Backfill supporting Roadbed,Roadway embankments, or Structures, including
backfill providing lateral support for noise barrier wall foundations, luminaire
poles,traffic signal standards, and roadside and overhead sign Structure
foundations shall be placed in horizontal layers no more than 6-inches thick
with each layer compacted to 95-percent of the maximum density determined
by the Compaction Control Test according to Section 2-03.3(14)D.
2. Gravel backfill for drains shall be placed in horizontal layers no more than
12-inches thick,with each layer compacted by at least three passes of a
vibratory compactor approved by the Engineer.
3. All other structure excavation backfill shall be placed in layers no more than
2-feet thick(loose),with each layer tamped and graded so that final settling will
leave the backfill flush with surrounding ground.
4. Compaction of controlled density fill will not be required.
Timing.Backfill shall not be placed against any concrete Structure until the concrete
has attained 90-percent of its design strength and a minimum age of 14-days,except that
reinforced concrete retaining walls 15-feet in height or less may be backfilled after the
wall has attained 90-percent of its design compressive strength and curing requirements
of Section 6-02.3(l l) are met. Footings and columns may be backfilled as soon as forms
have been removed, so long as the backfill is brought up evenly on all sides.
The Engineer may order the Contractor to use lean concrete in backfilling around
piers and in front of abutments and walls.The Contracting Agency will pay for such
backfilling as provided in Section 1-04.4.
If water prevents the Contractor from properly placing and compacting backfill, it
shall be removed by pumping or other means.
All costs not defined in this section that relate to providing,placing, and compacting
backfill shall be at the Contractor's expense.
2-09.3(1)F Items to Remain
If the Contractor damages or removes pavement or anything else meant to remain
outside the excavation area, it shall be repaired or replaced at no expense to the
Contracting Agency.
2-09.3(2) Classification of Structure Excavation
1. Class A. Structure excavation required for bridge and retaining wall footings,
pile caps, seals, and wingwalls shall be classified as Structure excavation
Class A. If the excavation requires a cofferdam, structural shoring, or extra
excavation, the work outside the neat lines of the Structure excavation Class A
shall be classified as shoring or extra excavation Class A.
2. Class B.All other Structure excavation shall be Class B. If this excavation
requires cofferdams, shoring, or extra excavation,the work outside the neat
lines of the Structure excavation Class B shall be classified as shoring or extra
excavation Class B.
2010 Standard Specifications M 41-10 Page 2-31
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9-03 AGGREGATES
9-03.13 Backfill for Sand Drains
Backfill for sand drains shall conform to the following grading:
Sieve Size Percent Passing
'/2" 90-100
No. 4 57-100
No. 10 40-100
No. 50 3-30
No. 100 04
No. 200 0-3.0
All percentages are by weight.
9-03.13(1) Sand Drainage Blanket
Aggregate for the sand drainage blanket shall consist of granular material, free
from wood, bark, or other extraneous material and shall meet the following requirements
for grading:
Sieve Size Percent Passing
2'/2" 90-100
No. 4 24-100
No. 10 14-100
No. 50 0-30
No. 100 0-7.0
No. 200 0-3.0
All percentages are by weight.
That portion of backfill for sand drains and sand drainage blanket retained on a
No. 4 sieve shall contain not more than 0.05 percent by weight of wood waste.
9-03.14 Borrow
9-03.14(1) Gravel Borrow
Aggregate for gravel borrow shall consist of granular material, either naturally
occurring or processed, and shall meet the following requirements for grading
and quality:
Sieve Size Percent Passing
4" 100
2" 75-100
No. 4 50-80
No. 40 30 max.
No. 200 7.0 max.
Sand Equivalent 50 min.
All percentages are by weight.
`For geosynthetic reinforced walls or slopes, 100 percent passing 1'/4-inch sieve and
90 to 100 percent passing 1-inch sieve.
Ballast may be substituted for gravel borrow for embankment construction.
Page 9-28 2010 Standard Specifications M 41-10
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Mar, 2. 2012 2:27PM No, 3962 P. 1
EAST VA LLE' Y SAND & GRAVES,
;.• 5902 Cemetery Rd
i PO Box 3554
Arlington,'W'a. 98223
(360)403-7520 Office - (360)403-7480 Fax
Aggregate Test Deport
Product; c e( &errQuJ Location; 6-15
Project: Contractor
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