HomeMy WebLinkAboutPermit D05-197 - CITY OF TUKWILA - MINKLER SHOPS - ROOFCITY OF TUKWILA
600 MINKLER BL
C ity ' Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: cOukwila.wa.us
DEVELOPMENT PERMIT
Parcel No.: 2523049070 Permit Number: DOS -197
Address: 600 MINKLER BL TUKW Issue Date: 01/31/2006
Suite No: Permit Expires On: 07/30/2006
Tenant:
Name: CITY OF TUKWILA
Address: 600 MINKLER BL, TUKWILA WA
Owner:
Name: CITY OF TUKWILA Phone:
Address: 6200 SOUTHCENTER BLVD, TUKWILA WA
Contact Person:
Name: BOB GIBERSON Phone: 206 431 -2457
Address: 6300 SOUTHCENTER BL, STE 100, TUKWILA WA
Contractor:
Name: WESTERN ROOFING SERVICE Phone: 425 486 -4400
Address: PO BOX 745, WOODINVILLE WA
Contractor License No: WESTERS973BN Expiration Date: 01/15/2007
DESCRIPTION OF WORK:
REMOVE AND REPLACE SHEATHING AND BUILT -UP TAR ROOF AT MINKLER SHOPS.
Value of Construction: $100,000.00 Fees Collected: $2,037.27
Type of Fire, Protection: International Building Code Edition: 2003
Type of Construction: Occupancy per IBC:
Public Works Activities:
Channelization / Striping:
N
Curb Cut / Access / Sidewalk / CSS:
N
Fire Loop Hydrant:
N
Flood Control Zone:
N
Hauling:
N
Land Altering:
N
Landscape Irrigation:
N
Moving Oversize Load:
N
Sanitary Side Sewer:
N
Sewer Main Extension:
N
Storm Drainage:
N
Street Use:
N
Water Main Extension:
N
Water Meter:
N
Number: 0 Size (Inches): 0
Start Time: End Time:
Volumes: Cut 0 C.Y. Fill 0 c.y.
Start Time: End Time:
Private: Public:
Profit: N Non - Profit: N
Private: Public:
doc: IBC- Permit 005 -197 Printed: 01 -31 -2006
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City oi'Tukwila
YJII.A, W
j o 2 Departmetit of Community Development
—► 1 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
1908 Fax: 206- 431 -3665
Web site: ci.tubvilama.us
* *continued on next page **
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Steven M. Mullet, Mayor
Steve Lancaster, Director
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Steven M. Mullet, Mayor
Steve Lancaster, Director
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City oi`Tukwila
Stever: M. Mullet, Mayor
Department of Con :muitity Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206- 431 -3665
Web site: ci.tulhvila.wams
Permit Number:
Issue Date:
Permit Expires On:
Steve Lancaster, Director
DOS -197
01/31/2006
07/30/2006
Permit Center Authorized Signature: All s La Date:_Q� "w
I hereby certify that I have read and egmin�dthis permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not pres me to give authority to violate or cancel the provisions of any other state or local laws
regulating construction or e p rform of work. I am authorized to sign and obtain this development permit.
T / /
Signature: Date:
Print Name: �
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is
suspended or abandoned for a period of 180 days from the last inspection.
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i doc:IBC- Permit D05 -197 Printed: 01 -31 -2006
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�... Cit of Tukwila
igCO t/
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 2523049070 Permit Number D05 -197
Address: 600 MINKLER BL TUKW Status: ISSUED
Suite No: Applied Date: 06/10/2005
Tenant: CITY OF TUKWILA Issue Date: 01/31/2006
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: Prior to final inspection a written statement from the roofing contractor shall be required. The statement shall
confirm the fire classification of the roof assembly that was installed.
5: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
7: ** *FIRE DEPARTMENT CONDITIONS * **
8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
9: Hot works premit required for this project. Obtained at Fire Dept.
10: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
11: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
12: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
* *continued on next page **
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Printed: 01 -31 -2006
doc: Conditions D05 -197
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City of Tul�wila
rflos
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
Date: " / !�
doc: Conditions D05 -197 Printed: 01 -31 -2006
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J �wt� w CITY Of TUKWI L4
a Community Development Department
Public Works Department
Permit Center
1909 f 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Building Permit No: Iw5 -19 7
Mechanical Permit No.
Public. Works Permit No.
Project No.
For qjfice use only
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
/_ A� King Co Assessor's Tax No.: t, 5 0 Y" " / D 1 7C , )
Site Address: 600 1 "t I n K l e I3) V . Suite Number: Floor:
Tenant Name: ! A KW I la New Tenant: ❑ .... Yes Q'.No
Property Owners Name: C I +V D l TU Kw 'l l a
Mailing Address 6100 50u+hcenie_r Bl vd., 5LAAe 100 - ruKuii la WA q IR
City State Zip
CONTACT PERSON
Name Bob G i b e- o n Day Telephone: 2 O to — 1 43 1 — Z4
Mailing Address 6300 Sou-l-hce -n�er B14 5 L. I1 e_ 1o0 "LAkLido. W 98188
City State Zip
E -Mail Address 13 i bey sb y) aO c . l . - 1'A Kwi la. w a. us Fax Number: 2 0 6- 43 1— 3 6 GS7
:GENERAL CONTRACTOR INFORMATION - (Mechanical. Contractor information on back page)
Company Name: Ta D (adve r4i s e, -6- bids when per (t i s ap proved )
Mailing Address: Wi be- 11 YDyided upon) bid award
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT - .All plans must be wet stamped by Architect of Record
Company Name: - 1yaY y 4 AS SO G I a+P—s
Mailing Address 551 WA q3) I S
/ City State Zip
W
Contact Person: aV r1 L' TV a Q Day Telephone:
E -Mail Address: Fax Number:
ENGINEER OF RECORD —All plans must be wet stamped by Engineer of Record.
Company Name: W A En a i h e er5
Mailing Address:
City Slate Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
\permits plus \icc changes \permit application (7 -2004)
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BUILDING PERMIT INFORM _ Y'ION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ T(30 (+ 100, 000) Existing Building Valuation: $ 2 00, 0 00
Scope of Work (please provide detailed information): Re -MOV2 (A V)d Y2 QInce. S heCt - } hi inn a >-d
buii+ — L,I) +oo r ood a+ Mi s hops.
Will there be new rack storage? ❑ ..Yes Z. No If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ ....Yes EK No If "yes ", explain:
FIRE PROTECTIONMAZAR MATERIALS:
❑.. Sprinklers ❑ ..Automatic Fire Alarm [rNone El. Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No
If "yes", attach list of material: and storage locations on a separate 8 - 112 x l l paper indicating quantities and Material Safety Data Sheets.
*rmits phislice changes \permit application (7 -2004)
Page 2
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
V Floor
2 Floor
3 Id Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
:Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ ....Yes EK No If "yes ", explain:
FIRE PROTECTIONMAZAR MATERIALS:
❑.. Sprinklers ❑ ..Automatic Fire Alarm [rNone El. Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No
If "yes", attach list of material: and storage locations on a separate 8 - 112 x l l paper indicating quantities and Material Safety Data Sheets.
*rmits phislice changes \permit application (7 -2004)
Page 2
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PUBLIC WORKS PERMIT I 6- 433 -0179 -
Scope of Work (please provide detailed information)-,
Call before you Dig: 1- 800 - 424 -5555
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District ,
❑ ...Tukwila El ... Water District # 125 ❑ .. Highline ❑ ...Renton
❑ ... Water Availability Provided
Sewer District
❑ ... Tukwila ❑...ValVue ❑ .. Renton 0—Seattle
❑ ...Sewer Use Certificate El ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided
❑ ... Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ")
❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless
f I Proposed Activities (mark boxes that apply):
❑ ...Right -of -way Use - Nonprofit for less than 72 hours
❑ ...Right -of -way Use - No Disturbance
i ❑ ...Construction /Excavation/Fill - Right -of -way
i Non Right -of -way
..Total Cut cubic yards
❑ ...Total Fill cubic yards
❑...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection _
t Irrigation
Domestic Water
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Right -of -way Use - Profit for less than 72 hours
❑ .. Right -of -way Use — Potential Disturbance
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
❑ ...Permanent Water Meter Size... "
{ ❑ ...Temporary Water Meter Size.. "
i ❑ ...Water Only Meter Size............ "
❑ ...Sewer Main Extension ............ Public
❑ ... Water Main Extension .............Public
4
WO#
WO#
WO#
Private
Private
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size........ "
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
A.f..: t:..._ A.�.1-
arsauurr, tnuuswa. City
Water Meter Refund/Billing:
Name: Day Telephone:
Mailing Address: Ci state zip
\permits plus \icc changes \permit application (7 -2004)
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MECHANICAL PERMIT INFOtcMATION — 206 - 431 -3670
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number: `
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Indicate type of mechanical work being installed and the quantity below:
Unit T e:
Qty
Unit Type:
Qty
Unit Type:
Use: Residential:
Commercial:
Fuel Tune Electric.....❑
New
New
.... ❑
.... ❑
Gas....❑
Replacement.....
Replacement.....
Other:
❑
❑
Indicate type of mechanical work being installed and the quantity below:
Unit T e:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler/Compressor:
Q
Furnace<IOOK BTU
Air Handling Unit >I0,000
Fire Damper
0 -3 HP /100,000 BTU
CFM
F OOK BTU
Eva orator Cooler
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
Thermostat
15 -30 HP /1,000,000 BTU
to Single Duct
Suspended/Wall/Floor
Ventilation System
Wood/Gas Stove
30 -50 HP /1,750,000 BTU
Mounted Heater
Appliance Vent
Hood and Duct
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
Incinerator - Domestic
Emergency
Heat/Refrig/Cooling
Generator
System
Air Handling Unit
Incinerator — Comm/Ind
Other Mechanical
<10,000 CFM
__[ Egui2ment
PERMIT APPLICATION .NOTES. — Applicable to all permits in this.application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as
defined in, Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
Date: 6 — ,9— 0 S
Print Name: V 13 Cam'I W Day Telephone: Z0 to -- q 31 " �.4 S7
Mailing Address 6300 _ S O U+hGen+er (blvd.: Suite. 100 TuKwila Wq 9 9 1 99
City State Zip
Date Application Accepted: Date Application Expires: Staff Initials:
6 - 10 - /117 _10 -tys` I . S;-/c9
\permits plus \icc changes \permit application (7.2004)
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.g C itv o f Tukwila
i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
i
RECEIPT
Parcel No.: 2523049070
Address: 600 MINKLER BL TUKW
Suite No:
Applicant: CITY OF TUKWILA
Permit Number D05 -197
Status: PENDING
Applied Date: 0611012005
Issue Date:
Receipt No.: R05 -00856
Initials: SKS
User ID: 1165
Payment Amount: 2,037.27
Payment Date: 06110/2005 02 :39 PM
Balance: $0.00
Payee: ACCT. 303.00.594.190.60
TRANSACTION LIST:
Type Method Description
Amount - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Other 2,037.27
' ACCOUNT ITEM LIST:
Description Account Code
Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
BUILDING - RES 000/322.100 1,231.98
PLAN CHECK - RES 000/345.830 800.79
STATE BUILDING SURCHARGE 000/386.904 4.50
Total: 2,037.27
4063 0 to 71 T l t AL 0.00
doc: Receipt Printed: 06 -10 -2005
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INSPECTION RECORD
4.
Retain a copy with p ermit
�)o
INSPECTION NO. PERMITI`40.
CITY OFTUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206)431-3670
pproved per applicable codes. Corrections required prior to approval.
El
COMMENTS:
nspec Date:
8.00 REINSPECTI o inspection, fee must be
aid at
6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Project:
svv�P<7
Type of Inspection
I-- ( A
At�50 YtA f
Date Called:
Special Instructions:
Date Wanted,: a
. m.
Requester:
one No:
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PER O.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 6 0
Pro
r J�I� dZ 513
Type , ' 0 - 'o n;
'� �
Address:
Date Called:
Special Instructions:
Date Wanted*--,— p.m.
Requester:
Phone No:
proved, per applicable codes. Corrections required prior to approval.
COMMENTS:..
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Insp Fat6300 Date:
$ SPECTION EE REQUIRED. P ' r to inspection, fee must be
Southcenter Blvd. , Suite 100. Call to sechedule reinspection.
Re ipt No.: Date:
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INSPECTION RECORD . S- lq7
Retain a copy with permit
I NSPECTrON NO. PERMIT NO.
{ CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd. #100 Tukwila WA 98188 igkM
P�YV 'ct:
1 - 7;u ILL a (L
Type of Inspe
� v 0 ►- -1- N U L .
Address:
QU ff l I� k R L-
Date Called:
Special Instructions:
Date Wanted: a.m
— 2 ?- 0 P .M.
Requester:
Phone No:
$ 8.00 REINSPECTION F REQUIRED. P�'or to inspection, fee must be
W.00
id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.: Date:
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CONTRACT PROVISIONS
for
Project No. 03 -BG08
April 2005
Prepared for:
CITY OF TUKWILA
Public Works Department
300 Southcenter Boulevard, Suite 100
Tukwila, Washington 98188
Prepared by:
GARY & ASSOCIATES, ARCHITECTS
551 NE 65 Street
Seattle, Washington 98115
Rev. 2000
ty Shops ReRoof
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CITY OF TUKWILA
6200 Southcenter Boulevard
Tukwila, Washington 98188
Tukwila City Council Members
Pam Linder,, President
Pam Carter
Joe Duffie
Dave Fenton
Jim Haggerton
Joan Hernandez
Dennis Robertson
City Administration
Steven Mullet, Mayor
Rhonda Berry, City Administrator
Jane Cantu, City Clerk
Jim Morrow, P.E., Public Works Director
Acting City Engineer
Bob Giberson, P.E.
Approved for Construction by:
Bob Giberson, P.E, Acting City Engine
1
Pat Brodin, P.E., Operations Manager
Frank Iriarte, Deputy Director of Public
Rev. 2004
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TABLE OF CONTENTS
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Color Guide
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(green)
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Information for Bidders
1 -2
(Pink)
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Proposal
P -1
Bid Schedule
P -2
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Proposal Signature Sheet
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Bid Security
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(blue)
TABLE OF CONTENTS
Page
Call for Bids
I -1
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1 -2
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Proposal
P -1
Bid Schedule
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Proposal Signature Sheet
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Bid Security
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Non - Collusion Affidavit
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Responsible Bidder Determination Form
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Proposed Equipment and Labor Schedule
P -9
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Proposed Subcontractors
P -10
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Agreement Form
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Performance Bond
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City of Tukwila Forms
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City of Tukwila Supplemental General Requirements
SGRA
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Special Provisions/Technical Specifications
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Division 1 — General Conditions
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Division 2 — Sitework
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Division 5 — Metals
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Division 6 — Wood & Plastics
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Division 7 — Thermal & Moisture Protection
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Division 9 — Finishes
Appendices
A Structural Repairs
B Prevailing Wage Rates
C Test Results of Existing Roofing Materials for
Presence of Asbestos Containing Material
Rev. 2004
r I -1
CALL FOR BIDS
� .
NOTICE IS HEREBY GIVEN that sealed bids will be received by the City of Tukwila, Washington, at the office
of the City Clerk, in Tukwila City Hall, 6200 Southcenter Boulevard, Tukwila, Washington 98188, up to the
i hour of 5:00 p.m. on the day of June 2005. Bids will be opened and publicly read aloud at 10:00
i a.m. on the day of June 2005 for:
City Shops ReRoof
Project No. 03 -BG08
I The Work to be performed within 60 calendar days from the date of Notice to Proceed consists of furnishing all
l materials, equipment, tools, labor, and other work or items incidental thereto for:
i Provide labor, equipment and materials for roof replacement of two buildings at the Minkler Shops
(600 Minkler Blvd) and a new elastomeric roof coating on the existing metal roof at the George Long
Shops (14000 Interurban Ave S). Work includes but is not limited to removal of existing roof systems,
installation of tapered insulation and protection board, installation of new SBS roofing system, seismic
connections, minor carpentry, minor electrical demolition, and other work necessary to complete the
Work as specified and shown in the Contract Documents.
6 Each bid shall be in accordance with the bid documents available at the Public Works Department, 6300
CC Southcenter Boulevard, Suite 100, Tukwila, Washington 98188 (206 -433- 0179), for a NON - REFUNDABLE fee
' of $50.00. If mailed, postage is added. Informational copies of any available maps, plans, specifications, and
k subsurface information are on file for inspection in the office of the Tukwila City Engineer.
All: bids must be submitted to the City Clerk, Tukwila City Hall, 6200 Southcenter Boulevard, Tukwila,
Washington 98188, no later than 5:00 p.m. , 2005, and must be clearly marked:
Bid for City Shops ReRoof
' ± Project No. 03 -BG08
-
All bid proposals shall be accompanied by a bid proposal deposit in the form of a cash deposit, certified or
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cashier's check, postal money order, or surety bond made payable to the City of Tukwila, for a sum not less
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than five percent (5 %) of the amount of such bid, including sales tax. Should the successful bidder fail to enter
into such contract and furnish satisfactory payment and performance bonds within the time stated in the
.
sp ecifications, the bid deposit/bond shall be forfeited to the City of Tukwila.
The City of Tukwila hereby notifies all bidders that it will affirmatively ensure that in any contracts entered into
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pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in
response to this invitation and will not be discriminated against on the grounds of race, color, creed, sex or
. ::.
national origin in consideration for an award.
The City reserves the right to reject any and all bids or waive any informalities in the bidding and make the
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award as deemed to be in the best interest of the City.
CITY OF TUKWILA
Jane Cantu
City Clerk
. , 4 4.11
Published Seattle Times:
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Published Daily Journal: ... .
Rev. 2004
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INFORMATION FOR BIDDERS
The following supplements the information in the Call for Bids:
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1. Pre -Bid Conference
A'pre -bid conference will not be held for this project.
2. Examination of Plans, Specifications, and Site
Before submitting his bid, the. Contractor shall carefully examine each component of the Bid
Documents prepared for the Work and any other available supporting data so as to be thoroughly
familiar with all the requirements. However, the Owner or Consulting Engineer will not assume
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responsibility for.variations of subsoil quality or condition at locations other than places shown and
at the time investigation was made (if any). The availability of this information shall not relieve the
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Bidder of his duty to examine the project site nor of any other responsibility under the Contract.
The Bidder shall make a thorough examination of the project site and conditions under which the
;
Work is to be performed; including but not limited to: current site topography, soil and moisture
conditions; underground obstructions; the obstacles and character of materials which may be
•encountered; traffic conditions; public and. private utilities; the availability and cost of labor; and
;,.;available facilities for transportation, handling, and storage of materials and equipment.
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=- See Section..1- 05.14, of the Supplemental General Requirements and Special Provisions for
°identification of any other work ths�t is to be Performed on or near the project site by others.
^ 3.. Property Issues
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. `AII bidders shall base their .bids upon full restoration of all property within the right -of- -way and
and and wherever Bidder will have 'license construct'. The easements and license to
,,easements, .to
>j w construct documents that have been acquim ed are available for inspection and review. The . Bidder
;` is advised to review the conditions of the permits, easements, • and licenses to construct, as he shall
'
"be required to comply with' all conditions . at no .additional cost to the Owner. All other permits,
licenses, etc: shall be the responsibility of the Bidder. The Bidder shall comply. with the
' requirements of each.
4. Interpretation of Bid Documents
'.:The.
Bidder shall promptly notify Owner of any discovered conflicts, ambiguities, or discrepancies in
or between, or omissions from the Bid Documents. Questions or comments about these Bid
Documents should be directed to the attention of: Bob Giberson, Acting City Engineer, at 206 -
431 -2457 or bgiberson @ci.tukwila.wa.us
Questions received less than two (2) days prior to the date of bid opening may not be answered.
Any interpretation or correction of the Bid Documents will be made only by addendum, and a copy
of such addendum will be mailed or delivered to each person receiving a set of such Bid
Documents. The Owner will not be responsible for any other explanations or interpretations of the
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Bid Documents. No oral interpretations of any provision in the Bid Documents will be made
to any Bidder.
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Information for Bidders 1 -3
5. Special Schedule Considerations /Sequencing of Work
This project is within active street, water and waste water operations facilities. The contractor will
be alotted a reasonable nearby staging space. Contractor vehicles and their employees not
directly engaged in the execution of the work shall park outside of the fenced yard area or by
special arrangement. Every precaution shall be made to maintain safe work operations and site
security.
6. Bidding Checklist
All bids shall be submitted on the exact forms provided in these Bid Documents, and listed below.
Failure to submit any of these forms is grounds for rejection of the bid.
Sealed bids for this proposal shall be submitted -as specified in the Call for Bids. Each bid must be
'.: submitted in a sealed envelope bearing on the outside the name and address of the Bidder, and
r, the name and number of the project for which the bid is submitted.
All bids will remain subject to acceptance for ninety (90) days after the day of the bid opening.
a. Proposal — Bidders must bid on all items contained in the Proposal. The omission or
deletion of any bid item will be corisiclered nonresponsive and shall be cause for rejection of
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the bid.
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Bid Security /Bid Bond — Bid Bond is to be executed by the Bidder and the surety company
I unless bid is accompanied by a cash deposit, cashier's or certified check, or postal money
order. The amount of this bond shall be not less than five percent (5 %) of the total bid,
including sales tax, if applicable, and may be shown in dollars. Surety must be authorized
Washington, to do business in the State of ton, and must be on the current Authorized Insurance
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List in the State of Washington per Section 1 -02.7 of the Standard Specifications.
' The bond form included in these Contract Provisions MUST be used; no substitute
will be accepted. If an attorney -in -fact signs bond, a certified and effectively dated copy of
their Power of Attorney must accompany the bond.
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The deposit of the successful Bidder will be returned provided he executes the Agreement,
furnishes satisfactory performance bond covering the full amount of work, and provides
evidence of insurance coverage, within ten (10) days after Notice of Award. Should he fail
or refuse to do so, the Bid Deposit or Bond shall be forfeited to the City of Tukwila as
liquidated damages for such failure.
The Owner reserves the right to retain the security of the three (3) lowest bidders until the
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successful Bidder has executed the Agreement and furnished the bond.
c. Non - Collusion Affidavit —Must be filled in, signed, and notarized.
d. Responsible Bidder Determination Form The Contractor must have 5 years of Prime
Contractor experience within the primary field of work with sufficient manpower and
equipment to perform all work not subcontracted out. References must support this
Rev. 2004
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experience. The City reserves the right to reject the bid as non - responsive if the references j
to not support this requirement.
�. e.. Proposed Equipment and Labor Schedule
U,.. Proposed. Subcontractors — Regarding forms d, e, and f, the Owner reserves the right to a }
is ? check all statements and to judge the adequacy of the Bidder's qualifications.
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'7.. Contract Checklist R
The following forms are to be executed by the successful Bidder after the Contract is awarded.
The Agreement and Performance Bond are included in these Bid Documents and should be,,.
carefully examined by the Bidder.
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' r a Agreement - Two (2) copies to be executed by the successful Bidder.
Performance Bond - Two (2) copies to be executed by the successful Bidder and his
` surety: company. This bond covers successful completion of all work and payment of all
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laborers, subcontractors, suppliers, etc. The bond continues in effect at ten percent (10 %).
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of the total price bid for one year after final acceptance of the Work.
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The bond form included in these Bid Documents MUST be used; no substitute will' be
accepted. If an Attorney -in -fact signs bond, a certified and effectively dated copy of their
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f ' Power. of Attorney must accompany the bond.. .
Insurance To company
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C ,.,Certifcates.of — be executed by an insurance acceptable to the
;Owner, on ACORD Forms. Required coverages are listed in Section 1- 07.18 of the APWA '.
Supplement, to the' Standard Specifications. (Division 1 -99).. The Owner and Consulting
Engineer retained by Owner shall be named as "Additional Insureds" on the insurance
policies. -
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` The above bid and contract documents must be executed by the Contractor's President or Vice
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President if a corporation, or by a partner if a partnership. In the event another person has been
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f duly. authorized to execute contracts, a copy of the resolution or other minutes establishing this
a v authority must be attached to the Proposal and Agreement documents.
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Rev. 2004
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PROPOSAL
(unit price)
Contractor's Name
Contractor's State License No.
City of Tukwila Project No. 03 -BG08
To the Mayor and City Council
City of Tukwila, Washington
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The undersigned (Bidder) hereby certifies that he personally examined the location and
construction details of Work outlined in the Contract Documents for the City of Tukwila (Owner)
project titled City Shops ReRoof which project includes but is not limited to:
Provide labor, equipment and materials for roof replacement of two buildings at the Minkler
Shops (600 Minkler Blvd) and a new elastomeric roof coating on the existing metal roof at
the George Long Shops (14000 Interurban Ave S). Work includes but is not limited to
removal of existing roof systems, installation of tapered insulation and protection board,
installation of new SBS roofing system, seismic connections, minor carpentry, minor
electrical demolition, and other work necessary to complete the Work as specified and
shown in the Contract Documents.
and has read and thoroughly understands these Documents which govern all Work embraced in
this improvement and the methods by which payment will be made for said Work, and thoroughly
understands the nature of said Work; and hereby proposes to undertake and complete all Work
embraced in this improvement in accordance with these Contract Documents and at the following
schedule of rates and prices.
`
The Bidder understands that the quantities mentioned herein are approximate only and are subject
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to increase or decrease, and hereby proposes to perform all quantities of work as either increased
or decreased in accordance with the Contract Documents.
As evidence of good faith, (check one) ❑ bid bond or ❑ cash, ❑ cashier's check, ❑ certified check,
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or ❑ postal money order made payable to the City of Tukwila equal to five percent (5 %) of the Total
Bid Price is attached hereto. Bidder understands that, should this offer be accepted by Owner
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within ninety (90) calendar days after the day of Bid Opening and the Bidder fails or refuses to
enter into an Agreement and furnish the required performance bond and liability insurance within
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ten (10) calendar days after Notice of Award, the Contract shall be null and void and the Bid
Deposit or Bond accompanying this Proposal shall be forfeited and become the property of Owner
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as liquidated damages, all as provided for in the Bid Documents.
Bidder shall complete the Physical Work in all respects within sixty (60) calendar days from the
date of written Notice to Proceed. If the work is not completed within this time period, Bidder shall
pay liquidated damages to Owner as specified in Section 1 -08.9 of the Standard Specifications for
-;
every calendar day work is not physically complete after the expiration of the Contract time stated
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above. In addition, Bidder shall compensate Owner for actual engineering inspection and
supervision costs and any other legal fees incurred by Owner as a result of such delay.
Rev. 2004
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Item
No.
Item Description
Amount
1
LUMP SUM
LUMP SUM
and /100 Dollars
Subtotal
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(written amount in english)
(numeric amount)
Subtotal
$
State Sales. Tax @ 8.8%
$
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Grand Total
$
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Rev. 2004
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` Proposal P -3
By signing below, Bidder acknowledges receipt and understanding of the following Addenda to the
Bid Documents:
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Addendum Addendum
.._. No. Date of Receipt No. Date of Receipt
3
2 4
r NOTE. Failure to acknowledge receipt of Addenda may be considered as an irregularity in the
Bid Proposal and Owner reserves the right to determine whether the bid will be disqualified.
} By signing below, Bidder certifies that he has reviewed the insurance provisions of the Bid
Documents and will provide the required coverage.
It is understood that Owner may accept or reject all bids.
The Surety Company which will furnish the requires: Performance Bond is
(Address)
Signature of Authorized Official:
Printed Name and Title:
Address:
{
Circle One: Individual /Partnership /Joint Venture/ State of Incorporation:
Corporation
Phone No.: Date:
' This address and phone number is the one to which all communications regarding this proposal should be
sent.
NOTES:
1.. If the Bidder is a co- partnership, give firm name under which business is transacted; proposal must be
executed by a partner. If the Bidder is a corporation, proposal must be executed in the corporate name by
the president or vice - president (or any other corporate officer accompanied by evidence of authority to
sign).
2. A bid must be received on all items. If any unit prices or extensions are left blank, they will be entered as
$0.00 no charge.
Rev. 2004
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(Name)
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BID SECURITY
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Bid Deposit: The undersigned Principal hereby deposits a Bid Deposit with the City of Tukwila in
the form of a cash deposit, certified or cashier's check, or postal money order in the amount. of
dollars ($ ) .
Bid Bond: The undersigned, (Principal),
and (Surety), are held and firmly bound unto the
City of Tukwila (Owner) in the penal sum of
dollars ($ ) , which for the payment of which
Principal and Surety bind themselves, their heirs, executors, administrators, successors and
assigns, jointly and severally. The liability of Surety under this Bid Bond shall be limited to the
penal sum of this Bid Bond.
Conditions: The Bid Deposit or Bid Bond shall be an amount not less than five percent (5 %) of
the total bid, including sales tax and is submitted by Principal to Owner in connection with a
Proposal for City Shops ReRoof, Project No. 03 -BG08, according to the terms of the Proposal
and Bid Documents.
Now therefore,
a. If the Proposal is rejected by Owner, or
b. If the Proposal is accepted and Principal shall duly make and enter into an Agreement with
Owner in accordance with the terms of the Proposal and shall furnish a bond for the faithful
performance of said Project and for the payment of all persons performing labor or furnishing
materials in connection therewith, with Surety or Sureties approved by Owner, and shall in all
other respects perform the Contract created by the acceptance of said Proposal,
then this Bid Security shall be released; otherwise it shall remain in full force and effect and
Principal shall forfeit the Bid Deposit or Surety shall immediately pay and forfeit to Owner the
amount of the Bid Bond, as penalty and liquidated damages.
The obligations of Surety and its Bid Bond shall be in no way impaired or affected by any extension
of time within which Owner may accept bids; and Surety does hereby waive notice of any such
extension.
Signed and dated this day of , 20
Principal
By
Signature of Authorized Official
Surety
Title
Name and address of local office of
agent and /or Surety Company:
Attorney in Fact (Attach Power of Attorney)
Surety companies executing bonds must appear on the current Authorized Insurance List in the State of
Washington per Section 1 -02.7 of the Standard Specifications.
Rev. 2004
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RESPONSIBLE BIDDER DETERMINATION FORM
Attach additional sheets as necessary to fully provide the information required.
Name of Bidder:
Address of Bidder:
City State Zip Code
- Contractor's License No. Contractor's State Tax No.
i Dept. of L&I
Bond Registration No. Worker's Comp. Acct. No.
Bidder is a(n): ❑ Individual ❑ Partnership ❑ Joint Venture ❑ Incorporated in the state of
j I List business names used by Bidder during the past 5 years if different than above:
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Bidder has been in business continuously from
Year
Bank Reference
Bank Account Officer Officees Phone No.
No. of regular full -time employees:
Number of projects in the past 5 years completed:
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ahead of schedule on schedule
behind schedule
Bidder has had experience in work comparable to that required for this Project:
As a.prime contractor for years.
As a subcontractor for years.
List the supervisory personnel to be employed by the Bidder and available for work on this project
(Project Manager, Principal Foreman, Superintendents, and Engineers):
Name
Title
How Long With Bidder
Rev. 2004
5
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Responsible Bidder Determination Form P -7
List all those projects, of similar nature and size, completed by Bidder within the past 5 years.
Include a reference for each. Any attached preprinted project listing must include all this
information.
Contract
Amount Owner /Reference Name and Phone
Rev.2004
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Responsible Bidder Determination Form P -8
Has Bidder ever filed for protection under any provision of the federal bankruptcy laws or state
insolvency laws?
❑ No ❑ Yes If yes, give details:
Has any adverse legal judgment been rendered against Bidder in the past 5 years?
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Has Bidder ever filed for protection under any provision of the federal bankruptcy laws or state
insolvency laws?
❑ No ❑ Yes If yes, give details:
Has any adverse legal judgment been rendered against Bidder in the past 5 years?
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Equipment to be used:
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PROPOSED EQUIPMENT AND LABOR SCHEDULE
(Use additional sheets if required)
DESCRIPTION/TYPE YEAR CONDITION OWN /RENT
Rev. 2004
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City Clerk
Rev. 2004
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CONTRACT NO.
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THIS AGREEMENT is made and entered into on this day of , 2005, by and
between the City of Tukwila, Washington ( "Owner") and
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( "Contractor "). Now, therefore the parties agree as follows:
1. Project. Contractor shall complete all work and furnish all labor, tools, materials, and
equipment for the project entitled City Shops ReRoof, Project No. 03 -BG08, including all changes
to the Work and force account work, in accordance with the Contract Documents, as described in
Section 1 -04.2 of the Supplemental General Requirements.
2. Payments. Owner shall pay Contractor at the unit and lump sum prices, and by force
account as specified in the Proposal according to the Contract Documents as to time, manner, and
condition of payment. The payments to Contractor include the costs for all labor, tools, materials
and equipment for the Work.
3. Completion Date. Contract time shall commence upon Owner's Notice to Proceed to
t
Contractor. The Work under this Agreement shall be completed within the time specified in the
Proposal. If the Physical Work under this Agreement is not completed within the time specified,
Contractor shall pay liquidated damages and all engineering inspection and supervision costs to
Owner as specified in the Proposal.
4. Attorney's Fees. In the event litigation is commenced to enforce this Agreement, the
:.
prevailing party shall be entitled to recover its costs, including reasonable attorney's and expert
"
witness fees.
5. Disclaimer. No liability of Contractor shall attach to Owner by reason of entering into this
1
Agreement, except as expressly provided in this Agreement.
6. Counterparts. This Agreement is executed in two (2) identical counterparts, by the parties,
each of which shall for all purposes be deemed an original.
'
CITY OF TUKWILA, WASHINGTON
Owner Contractor
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By: By:
Mayor
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Title:
Attest: Attest:
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This day of , 2005 This day of , 2005
City Clerk
Rev. 2004
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Agreement Form
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Contractor's License No.:
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City Attorney
' ` `Address for giving notices:
Address for giving notices: . .
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PERFORMANCE BOND
Bond to City of Tukwila, Washington
Bond No.
We, , and ,
(Principal) (Surety)
a corporation, and as a surety corporation authorized to become a surety upon
Bonds of Contractors with municipal corporations in Washington State, are jointly and severally
bound to the City of Tukwila, Washington ( "Owner "), in the penal sum of
Dollars
($ ) , the payment of which sum, on demand, we bind ourselves and our
VAN successors, heirs, administrators, executors, or personal representatives, as the case may be.
Y This Performance Bond is provided to secure the performance of Principal in connection with a
contract dated , 20 , between Principal and Owner for a project
entitled City Shops ReRoof, Project No. 03 -BG08, Contract No. ( "Contract "). The
initial penal sum shall equal 100% of the Total Bid Price, including sales tax, as specified in the
Proposal submitted by Principal.
tr+ep '
NOW, THEREFORE, this Performance Bond shall be satisfied and released only upon the
condition that Principal:
! Faithfully performs all provisions of the Contract and changes authorized by Owner in
the manner and within the time specified as may be extended under the Contract;
i Pays all laborers, mechanics, subcontractors, lower tier subcontractors, material
men, and all other persons or agents who supply labor, equipment, or materials to the
Project;
Indemnifies and holds Owner, its officers, and agents harmless from and against all
claims, liabilities, causes of action, damages, and costs for such payments for labor,
equipment, and materials by satisfying all claims and demands incurred under the Contract,
and reimbursing and paying Owner all expenses that Owner may incur in making good any
.. " .; default by Principal; and
Indemnifies and holds Owner harmless from all claims, liabilities, causes of action,
damages and costs, including property damages and personal injuries, resulting from any
I defect appearing or developing in the material provided or workmanship performed under
the Contract.
The indemnities to Owner shall also inure to the benefit of the Consulting Engineers and other
design professionals retained by Owner in connection with the Project.
9' '
PROVIDED, however, that after the . Final Acceptance of this Contract and the expiration of the lien
~- period, and if there are no liens pending, then the penal sum of this Performance Bond shall be
reduced to the sum of
Dollars ($ ) (10% of Total Bid Price), to insure against all defects appearing
~~ or developing in the material provided or workmanship performed under this Contract within one
year after Final Acceptance.
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The liability of Surety shall be limited to the penal sum of this Performance Bond.
I No change, extension of time, alteration, or addition to the terms of the Contract or to the Work to
be performed under the Contract shall in any way affect Surety's obligation on the Performance
Bond. Surety hereby waives notice of any change, extension of time, alteration, or addition to the
E terms of the Contract or the Work, with the exception that Surety shall be notified if the Contract
time is extended by more than twenty percent (20 %).
If any modification or change increases the total amount to be paid under the Contract, Surety's
obligation under this Performance Bond shall automatically increase in a like amount. Any such
increase shall not exceed twenty -five percent (25 %) of the original amount of the Performance
Bond without the prior written consent of Surety.
This Performance Bond shall be governed and construed by the laws of the State of Washington,
and venue shall be in King County, Washington.
IN WITNESS WHEREOF, the parties have executed this instrument in two (2) identical
counterparts this day of , 20
Surety
Signature of Authorized Official
By
Attorney in Fact
(attach Power of Attorney)
Surety companies executing bonds must appear on the current Authorized Insurance List in the State of
Washington per Section 1 -02.7 of the Standard Specifications.
Rev,2004
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CITY OF TUKWILA PUBLIC WORKS DEPARTMENT
6300 Southcenter Boulevard, Suite 100
Tukwila, Washington 98188
Phone: (206) 433 -0179
FIELD DIRECTIVE
To: Date:
Project Name:
Project No.:
Attn: Contract No.:
Work to be performed:
Reason for modification:
Work under this Field Directive modification will be accomplished:
• With no change to the contract price.
• For a lump sum increase /decrease of to the contract price.
• On a unit price basis with a maximum allowable increase /decrease of
• With work to start immediately and determination of any change to the contract price and /or
completion date to be negotiated. Negotiations to be complete by
within 7 working days).
• With no change in contract completion date.
• With no contract completion date extended /decreased calendar days.
Performance of this Field Directive is authorized by all signatures below:
Accepted by:
Contractor's Rep — Name
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Title
Approved by:
City Construction Engineer
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Verified by:
—3 City Construction Inspector
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Date
Date
Date
Rev. 2004
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CITY OF TUKWILA
CONTRACT CHANGE ORDER NO.
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DATE:
PROJECT NO.: 03 -BG08
PROJECT NAME: City Shops ReRoof
BUDGET NO.:
CONTRACT NO.:
Sheet 1 of 1
You are hereby directed to make the herein described changes to the plans and specifications or do the
following described work not included in the plans and specifications on this contract:
NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued.
Conditions: A. The following change, and work affected thereby, are subject to all contract
stipulations and covenants;
B. The rights of the "Owner" are not prejudiced;
C. All claims against the "Owner" which are incidental to or as a consequence of
this change are waived; and
D. The Contractor must submit all Field Overhead and Home Office Overhead Rates
for approval in advance of all change orders.
CHANGE:
We the undersigned Contractor, have given careful consideration to the change proposed and hereby
agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may
otherwise be noted above, and perform all services necessary for the work above specified, and will accept
as full payment therefore the prices shown above and below.
ACCEPTED: Date Contractor
By Title
Original Contract (without tax) $ APPROVED BY THE CITY OF TUKWILA
Previous Change Order $ Date
This Change Order (without tax) $ By
Mayor
REV. CONTRACT AMOUNT $
ORIGINAL: City Clerk (1 of 2) cc: Finance Department (w /encumbrance)
Contractor (2 of 2) Construction Inspector
Construction Engineer
file:
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REQUEST FOR INFORMATION '
XYZ Construction Company
1234 Concrete Way, Seattle, Washington 98104
PROJECT: Big Little Bridge DATE: dd /mm /yyyy
Tukwila Project No. xx -RWxx. RETURN BY: dd /mm/yy
Tukwila Contract 04 -Oxx RFI NUMBER: 1
XYZ Const. Project No. 12345
TO: Bob Giberson
City of Tukwila
Department of Public Works
6300 Southcenter Boulevard, Suite 100
Tukwila, Washington 98188
FROM: Joe Moel, Project Manager
SUBJECT: Special Question Details
On plan sheet 123 it requires a special question in the special question detail; however, the
special question is not fully dimensioned.
1.) What are the specific special question dimensions?
!
Rev. 2004
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CITY OF TUKWILA
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SUPPLEMENTAL
'GENERAL REQUIREMENTS
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SUPPLEMENTAL GENERAL REQUIREMENTS - CONTENTS
INTRODUCTION TO THE SUPPLEMENTAL GENERAL REQUIREMENTS ..................iii .,
SUPPLEMENTAL GENERAL REQUIREMENTS .............................. ..............................1
01
DEFINITIONS AND TERMS .............................................................. ..............................1
1 -01.3 Definitions Supplement... ............................................................................ 1
t 1 -02
BID PROCEDURES AND CONDITIONS Supplement ...................... ..............................2
1 -03
AWARD AND EXECUTION OF CONTRACT .................................... ..............................2
1 -03.2 Award of Contract Supplement ..................: 2
1 -04
SCOPE OF THE WORK ...... ..:............................ ............. 3
'
1 -04.1 Intent of the Contract Supplement ..... 3
1 -04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda Modification ......... ............................... ......3
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1 -04.3 Contractor - Discovered Discrepancies New ................... ..............................4
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1 6 Increased or Decreased Quantities Modification ................ ........................4
1 -04.11 Final Cleanup Suppl ement ............................................ ..............................4
i 1 05
CONTROL OF WORK ..................................................................... ............................... 5
t
1 -05.3 Plans and Working Drawings Supplement .................... .......................... ....5
1- 05.3(1) Contractor- Requested Alternate Design or Materials New ..........................6
1 -05.4 Conformity With and Deviations from Plans and Stakes (see APWA
Supplement, page 1 -113) Supplement .......................... ..............................6
Contractor Supplied Surveying and Staking ........................6
I
1 705.7 Removal of Defective and Unauthorized Work Supp lement ........................9
1- 05.10(1) One -Year Guarantee Period New ................................. ..............................9
1- 05.11(3) Operational Testing (see APWA Supplement, page 1 -116) Supplement..9
1 -05.14 Cooperation with Other Contractors Supplement ......... .............................10
1- 05.14(A) Notifications Relative to Contractor's Activities New .................. ............... .10
1 -05.18 Contractor's Daily Diary (follows APWA Supplement §1- 05.17) New......
13
1 -06
CONTROL OF MATERIAL ............................................................... .............................14
1 -06.1 Approval of Materials Prior to Use Supplement ............ .............................14
1- 06.1(3) Materials and Equipment Furnished by Owner New .... .............................14
1-07,
LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ... .............................15
1 -07.1 Laws to be Observed Suppl ement ............................... .............................15
1- 07.1(1) Prevention of Environmental Pollution and Preservation of Public Natural
Resources New ............................... .......................15
City of Tukwila Municipal Code Chapter 8.22 - Noise ... .............................15
F
1 -07.6 Permits and Licenses Supplement .................... .............16
1- 07.9(5) Required Documents Supplement ............. .............................16
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1- 07.13(2)
Relief of Responsibility for Completed Work Replacement .16
1- 07.13(3)
Relief of Responsibility for Damage by Public Traffic Modification ............16
1 -07 14
Responsibility for Damage Modification
,
....................... .............................17
1- 07.14(1)
Attorney's Fees, Costs, and Interest New .................... .............................17
1- 07.16(1)
Private /Public Property Supplement ............................. ........................:....17
1- 07.16(1)A Protection and Restoration of Existing Markers and Monuments New......
17
1- 07.16(1)B Maintenance of Streets New ....................................... .............................18
,
1 =07.17
Utilities and Similar Facilities Supplement ........................................
18
1- 07.17(1)
Interruption of Services New .......... ............................... ....................20
1- 07.23(1)
Construction Under Traffic Supplement ....................... .............................20
.: t.. .. .,
1 -07.24
Rights -of -Way Supplement ............................ ............................... ...... .... .
21
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1- 07.28
Record Drawin s As- Builts) New
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PROSECUTION.AND PROGRESS
....... ...... ............................... ..................... ......21
Preconstruction Conference (see APWA Supplement, p. 1- 123) ...................
p
.1-08.0(1)1
Suppl ement ......................................................... ...............................
21
1- 08.0(3)
Reimbursement for Overtime Work of Contracting Agency Employees or
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Representatives F deral aid pr is APWA S upplement,
(non a projects only) (see
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p. 1 -124) Supplement
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....... .................................... .....
Subcontracting (see APWA Supplement, p. 1 -124) Supplement
...............22
1. -08.2
Assignment Modification
23
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....
Progress Schedule Supplement ...........................:....... ...................:.........23
1,08.5 : ::.
Time for Completion (Contract Time) Replacement
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Liquidated Damages Supplement
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MEASUREMENT
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AND PAYMENT
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............................. .............................................
Measurement of Quantities Supplement.. ..............................
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APWA Supplement, p. 1 -125) Supplement
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Temporary Traffic Control Supplement
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INTRODUCTION TO THE SUPPLEMENTAL GENERAL REQUIREMENTS
The work on this project shall be accomplished in accordance with the Standard Specifications
for Road, Bridge and Municipal Construction, 2004 edition, including the Section 1 -99 APWA
Supplement, as amended, as issued by the Washington State Department of Transportation
( WSDOT) and the American Public Works Association (APWA), Washington State Chapter
(hereafter the "Standard Specifications "). Online access to this document may be acquired at
the following web page:
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The Standard Specifications, as modified or supplemented by these Supplemental General
Requirements, shall govern all of the Work. The deletion, amendment, alteration, or addition to
any subsection or portion of the Standard Specifications is meant to pertain only to that
particular portion of the section, and in no way should it be interpreted that the balance of the
section does not apply.
In case of conflict between the various elements of the Contract Documents, refer to
Section 1 -04.2 of these Supplemental General Requirements for order of precedence.
Also incorporated into the Contract Documents by reference are:
Manual on Uniform Traffic Control Devices for Streets and Highways, current edition
Standard Plans for Road, Bridge and Municipal Construction, WSDOT /APWA, current
edition
City of Tukwila Standard Plans
* IMPORTANT – PLEASE READ
...The Supplemental General Requirements are documents that: supplement, add new
specifications, replace, or, modify the Standards Specifications. For clarification of the purpose
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of the sections provided, these Supplemental General Requirements have the following added
section descriptors:
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Supplement: Text supplements, slightly modifies, or adds clarification to the identified
section of the Standard Specifications.
New: Item /specification is unique to this project and will not be found in the Standard
Specifications.
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Replacement: A replacement of the entire identified section of the Standard Specifications.
Modification: A replacement of the identified sentence or paragraph of the Standard
Specifications.
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SUPPLEMENTAL GENERAL REQUIREMENTS
1 -01 DEFINITIONS AND TERMS.
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These Supplemental General Requirements apply to all City of Tukwila construction contracts.
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1 -01.3 Definitions Supplement
Whenever the words "as directed ", "as required ", "as permitted ", or words of the like effect are
used, it shall be understood that the direction, requirement or permission of Owner and
Engineer is intended. The words "sufficient ", necessary", "proper", and the like shall mean
sufficient, necessary or proper in the judgment of Owner and Engineer. The words "approved ",
"acceptable ", "satisfactory", or other words of like import shall mean approved by or acceptable
to Owner and Engineer.
Consulting Engineer
A licensed registered engineer or an authorized member of a licensed consulting firm or
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organization retained by Owner for the design and /or the construction engineering of a specific
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public works project.
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Contract Price
Either the unit price, the unit prices, or lump sum price or. prices named in the proposal, or in
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properly executed change orders.
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Days as used in these Supplemental General Requirements and the Special Provisions will be
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understood to mean calendar days unless otherwise stated.
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Engineer
The City Engineer or his duly authorized representative who is a currently licensed registered
engineer in the State of Washington, or an authorized member of a licensed consulting firm
retained by Owner for the construction engineering of a specific public works project.
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Or Equivalent
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A manufactured article, material, method, or work, which in the opinion of Engineer, is equally
desirable or suitable for the purposes intended in the Contract Documents, as compared with
similar articles specifically mentioned therein.
Owner
The City of Tukwila and its authorized representatives, which is a party to the Agreement. Also
referred to in the Standard Specifications as Contracting Agency.
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$hop Drawings
Same as''Working Drawings" defined in the Standard Specifications.
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Supplemental Drawings and Instructions
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Additional instructions by Engineer at request of Contractor by means of drawings or
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documents necessary, in the opinion of Engineer, for the proper execution of the work. Such .
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drawings and instructions are consistent with the Contract Documents.
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Utility
Public or, private fixed improvement for the transportation of fluids, gases, power, signals., or
communications and shall be understood to include tracks, overhead and underground wires;
cables,. pipelines, conduits, ducts, sewers, or storm drains.
1-02 BID PROCEDURES AND CONDITIONS Supplement
The.. Bidder's /Contractor's attention is called to the Information for Bidders section of these
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Contract Provisions, which is hereby made a part of these Supplemental General
Requirements.
1-03. AWARD AND EXECUTION OF CONTRACT
1=03.2 Award of Contract Sup
The award of contract, if made, will be made to the lowest responsive and responsible bidder.
No award will be made until necessary investigations are made by Owner as to the
responsibility of the apparent low bidder. Owner shall be the sole judge as to the responsibility
Of the bidder to satisfactorily perform the work as specified and within the time limit set. The
Owner reserves the right to accept or reject any or all bid proposals and to waive informalities:
A contract will not be awarded until Owner is satisfied that the lowest bidder is familiar with the
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class of work contemplated and has the necessary capital, tools, and experience to
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Supplemental General Requirements SGR -3
satisfactorily perform the work within the time stated. Completion of the work within the time
stated is essential and prior commitments of the bidder, failure to complete other work on time,
or reasonable doubt as to whether the bidder would complete the work on time would be cause
for the rejection of any bid.
Owner further reserves the right to award the contract for the work subject to budget restraints,
Owner's successful completion of financing arrangements, or upon obtaining all licenses to
construct from adjacent property owners.
A Pre -Award Notice will be forwarded by Engineer on behalf of Owner to the apparent
successful Contractor, which notice will also state the place and date of the pre- construction
conference. The Notice of Pre -Award will be accompanied by the Agreement form and
'Performance Bond for your review in anticipation of award. If the Owner makes a final
determination that the apparent low bidder is responsible, then a Notice of Award will be
forwarded by Engineer on behalf of the Owner to the successful Contractor. The Agreement
-� form and Performance Bond must be signed by Contractor (and Surety as applicable) and
returned to Owner within 10 calendar days from receipt, along with the applicable certificates of
insurance.
r 1 -04 SCOPE OF THE WORK
1 -04.1 Intent of the Contract Supplement
The intention of the documents is to include all labor, tools, materials, equipment, light, power,
water, transportation, and other facilities necessary for the proper execution of the Work, except
where material or equipment is specifically excepted or noted as being supplied by others.
Materials or work described in words which so applied have a well -known technical or trade
meaning shall be held to refer to such recognized standards.
1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Modification
Specifications, and Addenda
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Contractor shall keep at least one copy of the Contract Documents constantly accessible at the
construction site.
Delete the second paragraph of this section and replace it with the following:
Any inconsistency in the parts of the Contract shall be resolved by following this order of
precedence (with 1 being the highest order of precedence):
1. Change Orders (if any)
2. Agreement Form
3. Addenda (if any)
4. Proposal (Including Call for Bids and Information For Bidders)
.5. Special Provisions
6. City of Tukwila Supplemental General Requirements
. .7. Contract Plans
8. City of Tukwila and WSDOT Plans /Details in Contract Provisions
9. Amendments to the WSDOT /APWA Standard Specifications
Rev. 2004
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.10. Div. 1 -99 APWA Supplement
11. WSDOT /APWA Standard Specifications
12. WSDOT /APWA Standard Plans
1 -04.3 Contractor - Discovered Discrepancies New
Upon receipt of award of contract, Contractor shall carefully study and compare all the
components of the Contract Documents and other instructions, and check and verify all field
.measurements. He shall, prior to ordering material or performing work, report in writing to
Engineer any error, inconsistency, or omission in respect to design or mode of construction,
which he may discover. If Contractor, in the course of this study or in the accomplishment of
the work, finds any discrepancy between the Plans and the physical condition of the locality as
represented in the Plans, or any such errors or omissions in respect to design or mode of
`.construction in Plans or in the layout as given by points and instructions, it shall be his duty
,to inform Engineer immediately. in writing, and Engineer will promptly check the same. Any
work done after such discovery, until correction of Plans or authorization of extra work is given,
if Engineer finds that extra work is involved, will be done at Contractor's risk. If extra work is
involved, the procedure shall be as provided in Section 1 -04.4 of the Standard Specifications.
1 -04.6 Increased or Decreased Quantities Modification
Delete the first paragraph and items 1 and 2 following it, and replace it with the following:
The Owner reserves the right to make such alterations in the plans or in the quantities of
work as may be considered necessary. Such alterations shall be in writing by the Engineer
:and shall not be considered a waiver of any condition of the Contract nor invalidate any of
the provisions thereof; provided, however, that the execution of a supplemental agreement
y {that is acceptable to both parties of the Contract shall be necessary before any alteration is
made which involves 1) an extension or shortening of the length of the project by more than
twenty -five percent (25 %); 2) an. increase or decrease of more than twenty -five percent
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(25 %) of the total cost of the work calculated from the original proposal quantities and the
unit contract prices; 3) an increase or decrease of more than twenty -five percent (25 %) in
the quantity of any one major contract item; or 4) a change in the nature of the design or in
y the type: of construction which materially increases or decreases the cost of the
performance of the work. For Conditions 3 and 4 above, a major item is defined as any
item, unless otherwise indicated on the plans or designated in the Special Provisions, the
contract price for which amounts to greater than ten percent (10 %) of the total contract price
As determined by the original proposed quantities and the unit contact prices.
1 -04.7 Differing Site Conditions (Change Conditions) Supplement
The Contractor shall serve written notice of changed conditions within 14 days of discovery.
1 -04.11 Final Cleanup Supplement
Final cleanup shall also include cleaning out all storm drain pipe and structures and any ditches
that may have been filled during the work, replacing damaged surfacing, and putting the site in
a neat, orderly condition and, in respect to structures, cleaning all windows and leaving
buildings broom clean. Final cleanup costs are incidental to the contract.
Rev. 2004
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Supplemental General Requirements SGR -5
1 -05 CONTROL OF WORK
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1 -05.3 Plans and Working Drawings Supplement
Shop drawings and /or catalog cuts shall be furnished by Contractor for all items indicated in
various sections of the Contract Documents and as requested by Engineer. A minimum of 6
copies shall be submitted for Engineer's review; additional copies required by Contractor shall
be submitted at the same time. Contractor's copies will be returned to him with the appropriate
action.
Drawings shall show the name of the project, the name of Contractor and, if any, the names of
suppliers, manufacturers and subcontractors. Shop drawings shall be submitted promptly and
in orderly sequence so as to cause no delay in prosecution of the Work.
Within a reasonable period of time after receipt of said drawings, Engineer will return two of the
copies of the drawings to Contractor with any comments noted thereon. If so noted by
`
Engineer, Contractor shall correct the drawings and resubmit 6 copies of them in the same
manner as specified for the original submittals within one week after receipt of the reviewed
drawings. Contractor, in the letter of transmittal accompanying resubmitted shop drawings,
'
shall direct specific attention to any revisions other than the corrections requested by Engineer
on previous submittals.
Review by Engineer is only for general conformance with the design concept of the project and
general compliance with the Contract Documents and shall not be construed as relieving
Contractor of the full responsibility for: providing materials, equipment and work required by the
Contract, the proper fitting and construction of the Work; the accuracy and completeness of the
shop drawings; selecting fabrication processes and techniques of construction; and performing
the Work in a safe manner.
One copy of all shop drawings shall be kept constantly accessible at the construction
site-
No, portion of the Work requesting a shop drawing submittal shall be commenced until the
'
submittal has been reviewed by Engineer and returned to Contractor with a notation indicating
that resubmittal is not required.
If Contractor believes that any shop drawing or communication relative thereto calls for changes
in the Work for which the Contract amount or time for completion should be changed, he shall
not proceed with the changes in the Work so called for and shall promptly notify Engineer in
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writing of his estimate of the changes in the Contract amount and time for completion he
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believes to be appropriate. No payment for changes in the Work will be made and no change in
the time for completion by reason of, changes in the Work will be made, unless the changes are
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covered by a written change order approved by Owner in advance of Contractor's proceeding
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with the changed Work.
All authorized alterations affecting the requirements and information given on the Plans shall be
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in writing. No changes shall be made to any plan or drawing after the same has been stamped
by Engineer "No Exceptions Taken ".
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Supplemental General Requirements SGR-6
Add the following to the second paragraph:
All such drawings, specifications, and copies thereof prepared or furnished by Engineer are
his property. The are not to be used on other work.
1- 05.3(1) Contractor-Requested Alternate Design or Materials New
In the event that Contractor shall request, or submit, an alternate design or material for some
p ortions of his work, Engineer will consider such alternative designs with reasonable
promptness. Such request for either a design review from alternate plans submitted by
Contractor, or request for a redesign initiated by Contractor, as set forth above, shall be made
in writing to Engineer. When Contractor submits plans for an alternate design, it shall be in the
form of reproducible drawings.
For each proposed substitution, Contractor shall submit samples, descriptive and technical
d ata, and reports of tests to Engineer for approval. Contractor shall also indicate the difference
in contract cost by reason of the proposed substitution. No substitute items shall be furnished
or installed without Engineer's written approval.
Provided that such proposed alternate design or requested redesign appears reasonable and
satisfactory to Engineer, Engineer will perform an engineering review of the proposed alternate
design, or if requested by Contractor, Engineer will perform an engineering redesign of the work
to assure its compatibility within the framework of the complete operating list or system ready
for use between the contract limits.
The. cost of the engineering review of the proposed alternate, or the cost of an engineering
redesign -as requested by Contractor if performed by Owner or its authorized representatives
will be billed to Contractor at the rate of 3 times the direct payroll costs, plus direct expenses.
Contractor shall reimburse Owner for any resulting additional engineering charges and for any
charges for changes in the work of other contractors resulting from such substitution.
�1 -05.4 Conformity With and Deviations from Plans and Stakes (see APWA Supplement,
. 1-126)
Supplement
CONTRACTOR SUPPLIED SURVEYING AND STAKING
Copies of the Contracting Agency provided primary survey control data are available upon
request, for the bidder's inspection at the Public Works Department office.
The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes,
slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing,
paving, channelization and the pavement marking illumination and signals, guardrails and
barriers, and signing. Except for the survey control data to be furnished by the Contracting
Agency, calculations, surveying, and measuring required for setting and maintaining the
necessary lines and grades shall be the Contractor's responsibility.
Detailed survey records shall be maintained, including a description of the work performed on
each shift, the methods utilized, and the control points used. The record shall be adequate to
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Supplemental General Requirements SGR -7
allow the survey to be reproduced. A copy of each day's record shall be provided to the
Engineer within three working days after the end of the shift.
The Contractor's Surveyor shall be a Washington State Licensed Land Surveyor.
The meaning of words and terms used in this provision shall be as listed in "Definitions of
' Surveying and Associated Terms" current edition, published by the American Congress on
Surveying and Mapping and the American Society of Civil Engineers.
The survey work shall include but not be limited to the following:
1.
Verify the primary horizontal and vertical control furnished by the Contracting
Agency, and expand into secondary control by adding stakes and hubs as well
as additional survey control needed for the project. Provide descriptions of
secondary control to the Contracting Agency.
2.
Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on
centerline or on offsets to centerline at all curve points (PCs, PTs, and Pls) and
at points on the alignments spaced no further than 50 feet.
3.
Establish clearing limits, placing slope stakes at all angle points and at
intermediate points not more than 50 feet apart.
4.
Establish grading limits, placing slope stakes at centerline increments not more
than 50 feet apart. Establish offset reference to all slope stakes.
5:.
Establish the horizontal and vertical location of all drainage features, placing
offset stakes to all drainage structures and to pipes at a horizontal interval not
greater than 25 feet.
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roadbed and surfacing elevations by placing stakes at the top of
subgrade and at the top of each course of surfacing. Subgrade and surfacing
stakes shall be set at horizontal intervals not greater than 50 feet in tangent
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sections, 25 feet in curve sections with a radium less than 300 feet, and at 10-
foot intervals in intersection radii with a radium less than 10 feet. Transversely,
stakes shall be placed at all locations where the roadway slope changes and at
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additional points such that the transverse spacing of stakes is not more than 12
feet.
' 7.
Establish intermediate elevation benchmarks as needed to check work
throughout the project.
8.
Provide references for paving pins at 25 -foot intervals or provide simultaneous
'
surveying to establish location and elevation of paving pins as they are being
placed.
9.
For all other types of construction included in this provision, (including but not
limited to channelization and pavement marking, illumination and signals,
guardrails and barriers, and signing) provide staking and layout as necessary to
adequately locate, construct, and check the specific construction activity.
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(normal to alignment)
The; Contracting Agency may spot-check the Contractor's surveying. These spot-checks will
not change. the requirements for normal checking by the Contractor.
When staking roadway alignment and stationing, the Contractor shall perform independent
. from different secondary control to ensure that the points staked are within the specified
survey accuracy tolerances.
The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify
these coordinates prior to issuing approval to the Contractor for commencing with the work.
The Contacting, Agency will require up to seven calendar days from the date the data is
received.
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Supplemental General Requirements SGR-8
The Contractor shall provide the Contracting Agency copies of any calculations and staking
data when requested by the Engineer.
To facilitate the establishment of these lines and elevations, the Contracting Agency will provide
the Contractor with primary survey control information consisting of descriptions of two primary
control points used for the horizontal and vertical control, and descriptions of two additional
primary. control points for every additional three miles of project length. Primary control points
,will be described by reference to the project alignment and the coordinate system and elevation
datum utilized by the project. In addition, the Contracting Agency will supply horizontal
coordinates for the beginning and ending points and for each Point of Intersection (PI) on each
alignment included in the project.
The Contractor shall ensure a surveying accuracy within the following tolerances:
Vertical Horizontal
Slope stakes +0.02 feet +1.0 feet
S Ubgrade grade stakes set
0.04 feet below grade 0 high +0.5 feet
.0.04 feet low (parallel to alignment)
+0.1 feet
(normal to alignment)
.". on roadway N/A +0.1 feet
Alignment on roadway N/A +0.04 feet
;-`� Surfacing grade stakes 40.04 feet +0.5 feet
(parallel to alignment)
.
4 F ± 0.1 1 feet
(normal to alignment)
Roadway paving p ins.for :
or paving .,+0.04 feet +0.2 feet
; Surfacing
(parallel to alignment),
+0 1 f=g%*
(normal to alignment)
The; Contracting Agency may spot-check the Contractor's surveying. These spot-checks will
not change. the requirements for normal checking by the Contractor.
When staking roadway alignment and stationing, the Contractor shall perform independent
. from different secondary control to ensure that the points staked are within the specified
survey accuracy tolerances.
The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify
these coordinates prior to issuing approval to the Contractor for commencing with the work.
The Contacting, Agency will require up to seven calendar days from the date the data is
received.
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Supplemental General Requirements SGR -9'
Contract work to be performed using contractor- provider stakes shall not begin until the stakes
are approved by the Contracting Agency. Such approval shall not relieve the Contractor of
responsibility for the accuracy of the stakes.
Stakes shall be marked in accordance with Standard Plan H -14. When stakes are needed that
are not described in the Plans, then those stakes shall be marked as directed by the Engineer.
The Contractor shall submit a traffic control plan (TCP) for all survey operations within the right
of way. As a minimum, the TCP shall show a flagger, cones and signs meeting requirements of
Part 6 of the MUTCD.
1 -05.7 Removal of Defective and Unauthorized Work Supplement
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Contractor shall promptly replace and re- execute his own work in accordance with the intent of
the Contract and without expense to Owner and shall bear the expense of making good all work
of other contractors destroyed or damaged by such removal or replacement.
If Contractor does not remove such condemned work and materials and commence re-
execution of the work within 7 calendar days of notice from Engineer, Owner may correct the
same as provided in the Standard Specifications.
If Contractor does not remove such condemned work and material within the period described
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above, Owner may also remove and store any such material at the expense of Contractor. If
Contractor does not pay the cost of such removal and storage within 10 calendar days from the
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date of the notice to Contractor of the fact of such removal, Owner may, upon an additional 10
calendar days' written notice, sell such materials at public or private sale, and deduct all costs
and expenses incurred from monies due to Contractor, including costs of sale, and accounting
to Contractor for the net proceeds remaining. Owner may bid at any such sale. Contractor
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shall be liable to Owner for the amount of any deficiency from any funds otherwise due
Contractor.
1-05.10(l) One -Year Guarantee Period non - Federal Funds only] New
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Contractor shall be responsible for correcting all defects in workmanship and material within
one year after Final Acceptance of this work by Owner. Contractor shall start work to remedy
such defects within 7 calendar days of written notice of discovery thereof by Owner and shall
complete such work within the time stated in the notice. In emergencies, where damage may
result from delay or where loss of services may result, such corrections may be made by
Owner, in which case the cost shall be borne by Contractor. In the event Contractor does not
accomplish corrections at the time specified, the work will be otherwise accomplished and the
cost of same shall be paid by Contractor.
When corrections of defects are made, Contractor shall be responsible for correcting all defects
in workmanship and /or materials in the corrected work for one year after acceptance of the
corrections by Owner.
1- 05.11(3) Operational Testing (see APWA Supplement, pages 1 -128) Supplement
As called for in the Standard Specifications and Supplemental General Requirements, or if
called for in the Special Provisions, or upon Engineer's request, Contractor shall make
Rev. 2004
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reasonable tests of the work at his own expense, and shall maintain a record of such t ests.
Prior to the time scheduled for a performance test to be observed by Engineer, Contractor shall
make whatever preliminary tests are necessary to assure that the material and /or equipment
are in accordance with the Contract Documents.
Where the Contract Documents, Engineer's instructions, laws, ordinances, or any government
authority require any work to be specially tested, or inspected, Contractor shall give Engineer
timely notice that such test or completed work is ready for inspection. if the inspection is by
another authority than Engineer, Contractor shall give Engineer timely notice of the date fixed'
for such inspection. Required certificates of inspection by other authority than Engineer shall
be secured by Contractor.
1 -05.14 Cooperation. with Other Contractors Supplement
Contractor shall afford Owner and other contractors working in the area reasonable opportunity:
for the introduction and storage of their materials and the execution of their respective work and
,shall properly connect and coordinate his work with theirs.
'Other utilities, districts, agencies, and /or contractors who may be working within the project
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area are as follows:
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1 _ Puget Sound Energy /Gas 6. Seattle City Light
2. :..Puget Sound Energy /Power 7. King County (Transit and Sewer)
3. . Comcast Cable Services 8. Seattle Public Utilities
4 ; City of Tukwila 9. Washington State Department of
5 Qwest Communications Transportation
1- 05.14(A) Notifications Relative to Contractor's Activities New
Notification shall be written, with a copy delivered to the Engineer prior to the commencement
of work, and must be in such detail as to give the time of the commencement and completion of
work, names of streets or locations of alleys to be closed, schedule of operations, routes of
detours where . possible. The Contractor shall also notify the following listed agencies and
individuals, prior to commencement of the work, and submit to these agencies the name(s) of
the construction superintendent in responsible charge, or other individuals having full authority
- 'to execute the orders or directions of the Engineer, in the event of an emergency.
.The following addresses and telephone numbers of private, pu b lic, franchise utilities, county,
state and city services are supplied for the Contractor's use convenience.
valley Communications Center
(operates 911 for South King County) City of Tukwila
(253) 852 -2121 Ponce Department
Telephone: (206) 433 -1808
Utilities Underground Location Center 6200 Southcenter Boulevard
1- 800 - 424 -5555 Tukwila, Washington 98188
City of Tukwila City of Tukwila Maintenance Shops
'
Fire Department Attn: Mr. Pat Brodin
Telephone: (206) 575 -4404 Telephone: (206) 431 -1860
6200 Southcenter Boulevard 600 Minkler Boulevard
Tukwila, Washington 98188 Tukwila, Washington 98188
Rev.2004
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Supplemental General Requirements
SGR -12
Comcast Cable Services
360networks Inc. (formerly Pacific Fiber Link)
Attn: Jerry Steele
Attn: Will Dronen, OSP Operations Engineer
aw
Telephone: (206) 391 -1763
722 Avenue D Suite C
4020 Auburn Way
Snohomish, WA 98290
+
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Auburn, Washington 98002
Telephone: (563 -9000
www.360.net
QWEST Communications
Attn: Ken Stoner (S. Tukwila)
Nextlink
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Telephone: (206) 345 -3399
1 Denny Way, Suite 200
Fax: (253)872 -5434
Seattle, WA 96109
23315 66th Avenue South
Telephone: (206) 315 -6316
Kent, Washington 98032
MCI Metro
Seattle City Light
2250 Lakeside Boulevard
Attn: Rhodel Richardson
Richardson, TX 75082
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1015 Third Avenue
1
.
- Seattle, Washington 98104 -1198
Water District 125
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Telephone: (206) 386 -1671
Attn: Russ Austin
(206) 242 -9547
,
King County
2849 S 150th
Water Pollution Control Division
Seattle, Washington 98168
Attn: Mr. Eric Davidson, MS KSC -NR -0508
Telephone: (206),684-1707
Electric Lightwave, Inc.
FAX: (206) 684 -1710 Attn:
Jim Jobes
201 S. Jackson.St
Telephone: (206)812 - 0282/812 - 0284/441 -8400
Seattle, Washington 98104 -3855
1218 3rd Avenue, Suite 410
Seattle, WA 98101
WSDOT NW Region Traffic Signal Maintenance '•
Attn: Merriman
Puget Sound Energy
,John
Telephone :.(206)764- 4010/Ce1:799 -7005
Attn: Joe Jainga, Municipal Land Planner
P.O. Box 33010
Telephone: (425) 462 -3807
Seattle, WA 98133 -9710
FAX: (425) 462 -3840
e -mail: baing @puget.com
WSDOT Maintenance /Area 5 (15 n/o 178th & SR599)
Attn:..Phil George
Highline Water District
Telephone: (425) 822 -4161
Telephone: (253) 824 -0375
{
10833 Northrup Way NE .
23828 30th Ave S
Bellevue, WA 98004
Kent, WA 98032 -3867
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W8DOT Maintenance /Area 4 (15 s/o 178th& SR518) :
Seattle Public Utilities
Attn: Don Komac .
Attn: Brian Spindor
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Telephone: (253) 872 -6470
Telephone: (206) 684 -8512
26620 68th Avenue S
Dextor Horton Bldg, 10th Floor
Kent, WA 98032
710 Second Avenue
.
Seattle, WA 98104
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King County/ Metro Transit
"
Attn: Construction Information Center
AT &Tfrouch America
Telephone: (206) 684 -2732
3900 S Wadsworth Blvd, #700
1270 - 6th Avenue S, MS -QS
Lakewood, CO 80235
Seattle, Washington 98134.
'
Telephone: (303) 748 -5116
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Puget Sound Energy
Williams Communications
24 Hour Call -Out
Attn: Manager of Land and Records
Telephone: (206)4641999
110 West 7th Street, Suite 500
805156th NE
Tulsa, OK 74119
4
Bellevue, Washington 98007
Telephone: (918) 573 -6000"
Metromedia Fiber Network
3245146th PI SE, Ste 115
Bellevue, WA 98007
Telephone: (425) 643 -6636 .
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Supplemental General Requirements SGR-13
Level 3
McLeod USA
Attn: Rick Dronen, Seattle OSP Engineer
Attn: Gary Miller
1000 Denny Way, Suite 400
2001 Sixth Ave, Suite 2550
Seattle, WA 98109 Seattle, WA 98121
Telephone: (206) 652 -5626 Telephone: (206) 433-1873
Cellular: (206) 679-9284
E-mail: dck.dronen@level3.com XO Communications
1633 Westlake Ave N
Seattle, WA 98109
Telephone: (206) 315-6341
1 -05.18 Contractor's Daily Diary (follows APWA Supplement 1-05.17) New
The Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record of this
Work. This Diary will be created by pen entries in a hard-bound diary book of the type that is commonly
available by the commercial outlets. The Diary must contain the Project and Number; if the Diary is in
loose -leaf form, this information must appear on every page. The Diary must be kept and maintained by
- Contractor's designated project superintendent(s). Entries must be made on a daily basis and must
accurately represent all of the project activities on each day.
At,a minimum, the diary shall show on a daily basis:
1. The day and date.
2 The weather conditions, including changes throughout the day.
3. A complete description of work accomplished during the day with adequate. references to the Plans
and Contract Provisions so that the reader can easily and accurately identify said work on the Plans.
Identify location/description of photographs or videos taken that day.
-4. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or
occurrence of any nature whatsoever which might affect Contractor, Owner, or any third party in any
manner.
5. Listing of any materials received and stored on- or off-site by Contractor for future installation, to
include the manner of storage and protection of the same.
6. Listing of materials installed during each day.
7 List of all subcontractors working on-site during each day.
8. Listing of the number of Contractor's employees working during each day by category of
employment.
9. Listing of Contractors equipment working on the site during each day. Idle equipment on the site
shall be listed and designated as idle.
10. Notations to explain inspections, testing, stake-out, and all other services furnished by Owner or
other party during each day.
11. Entries to verify the daily (including non-work days) inspection and maintenance of traffic control
devices and condition of the traveled roadway surfaces. Contractor shall not allow any conditions. to
develop that would be hazardous to the public.
12. Any other information that serves to give an accurate and complete record of the nature, quantity,
and quality of Contractor's progress on each day.
Rev. 2004
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Supplemental General Requirements SGR -14
13. Plan markups showing locations and dimensions of constructed features to be used by Engineer to
produce record drawings.
14. All pages of the diary must be numbered consecutively with no omissions in page numbers.
15. Each page must be signed and dated by Contractor's official representative on the project.
Contractor may use additional sheets separate from the diary book if necessary to provide a complete diary
record, but they must be signed, dated, and labeled with project name and number.
It is expressly agreed between Contractor and Owner that the Daily Diary maintained by Contractor
shall be the "Contractor's Book of Original Entry" for the documentation of any potential claims or
disputes that might arise during this Contract. Failure of Contractor to maintain this Diary in the
manner described above will constitute a waiver of any such claims or disputes by Contractor.
Engineer or his representative on the job site will also complete a Daily Construction Report.
.146 CONTROL OF MATERIAL
-06.1 Approval of Materials Prior to Use Supplement
The materials and equipment lists submitted to Engineer at Preconstruction Conference shall include the
quantity, manufacturer and model number, if applicable, of materials and equipment to be installed under
the Contract. This list will be checked by Engineer as to conformity with the Contract Documents.
Engineer will review the lists with reasonable promptness. Contractor shall make any required corrections
and file 2 corrected copies with Engineer within one week after receipt of comments. Engineer's review
and acceptance of the lists shall not relieve Contractor from responsibility for suitability for the intended
Purpose, nor for deviations from the Contract Documents.
1 46.1(3) Materials and Equipment Furnished by Owner New
Contractor shall receive, inspect, and accept all Owner - furnished items of material and equipment, subject
only to latent defects. Claim by Contractor to Owner shall be made in writing within 7 calendar days after
discovery of any latent defect. Damages or loss to Owner shall be limited to the cost of and labor for
replacement of any such damaged item. In any event, the liability of Owner to Contractor for furnishing an
item having a latent defect is limited to damages or loss resulting from use thereof only to the extent that
such loss or damage is recoverable by Owner against the supplier. Owner shall include in his claim the
amount of damage to Contractor or may assign to Contractor any claim which Owner would otherwise have
against any such supplier; and the sole remedy of Contractor shall be by suit or action on such assigned
claim. Owner agrees to cooperate with Contractor in furnishing facts or data to assist Contractor in
prosecuting such action.
Delays in delivery of Owner - furnished materials or equipment shall not be cause for claims for extra costs
or damages by Contractor against Owner, except to the extent that damages can be recovered by Owner
directly or by Contractor directly from the material or equipment supplier of Owner.
'Rev. 2004
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1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1 -07.1 Laws to be Observed
Supplement
The Contractor is solely responsible at his expense for the safety of his /her workers and shall comply with
all safety and health standards such as WISHA and OSHA, and any other appropriate safety and health
codes. The Contractor shall require all personnel to wear appropriate safety wear, including but not limited
to a reflective safety vest, safety glasses, hard hat and substantial footwear. The Contractor shall utilize
proper slope and .trench shoring meeting section 7- 08.3(1)B. The City will verbally warn the Contractor for
non - compliance with any of the above requirements. For continued non - compliance, the City will then
document the unsafe actions and may also notify the enforcement agency responsible for compliance.
Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the
work, all necessary safeguards for protection of workers and the public; shall post danger signs warning
against known or unusual hazards; and he shall designate as Safety Engineer a responsible member of his
organization on the construction site whose duty shall be the prevention of accidents. The name and
position of such person so designated shall be reported in writing to Engineer by Contractor.
Contractor shall, at all times, enforce strict discipline and good order among his employees and shall not
employ any person unfit or not skilled in the work assigned to him or her. Employees or subcontractors of
Contractor who, in the opinion of Engineer, may impair the quality of the construction shall be discharged
by Contractor immediately upon the written request of Engineer.
During the term of this Contract, neither party shall employ nor hire any employee of the other party, nor of
Engineer, without written consent of the other party or of Engineer. Contractor shall not use any work
performed ,or any information obtained from any employee hired in violation of this provision in making a
claim against Owner or Engineer and shall also be liable to Owner as liquidated damages in an amount
equal to double the amount of salary or wages paid to any such employee so hired in violation hereof.
Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public
observation, shall be provided and maintained by Contractor.
Contractor shall give all notices and comply with all laws, ordinances, rules, and regulations bearing on the
conduct of the work required by the Contract Documents. If Contractor observes that the Contract
Documents, or any part thereof, are inconsistent or at variance therewith, he shall promptly notify Engineer
in writing, and any necessary changes shall be made as provided in the Contract for changes in work. If
Contractor performs any work contrary to such laws, ordinances, rules, and regulations or prior to obtaining
I permits, permission under franchises, licenses, and /or bonds as required to be furnished by or obtained by
Owner, he does so at his own risk and without payment or reimbursement therefor from Owner.
1 -07.1(1) Prevention of Environmental Pollution and New
Preservation of Public Natural Resources
In addition to the requirements of Section 1 -07.1 of the Standard Specifications, Contractor shall comply
with the following environmental provisions which are made a part of the Contract Documents.
City of Tukwila Municipal Code Chapter 8.22 - Noise
If Contractor's operations involve work outside the areas covered by these environmental provisions, he
shall advise Engineer and request a list of any additional environmental provisions covering the area
involved.
.... Rev. 2004
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Supplemental General Requirements SGR -16
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A copy of the environmental provisions is also available to Contractor at Engineer's office.
1 -07.6 Permits and Licenses Supplement R n '
The easements and license to construct documents that have been acquired are available for inspection
and review.
Contractor shall be required to comply with all conditions of the permits, easements, and licenses to
construct, at no additional cost to Owner. Contractor is required to indemnify Owner from claims on all
.easements and licenses to construct.
..Contractor shall fully restore all property within the easements or licenses to construct. See also Section
1 -07.16 of these Supplemental General Requirements and the Special Provisions.
All :other permits, licenses, etc., shall be the responsibility of Contractor. Contractor shall comply with the
special provisions and requirements of each.
Permits, permission under franchises, licenses, and bonds of a temporary nature necessary for and during
the prosecution of the work, and inspection fees in connection therewith shall be secured and paid for by
Contractor: Where Owner is required to secure such permits, permission under franchises, licenses, and
bonds and pay the fees, the costs incurred by Owner thereby shall be charged against Contractor and
offset by Owner against the Contract price.
147.9(5) Required Documents Supplement
:.Contractor is reminded of the requirements to file, and give Engineer copy of, "Statement of Intent to Pay
Prevailing Wages" at the beginning of the project; and the "Affidavit of Prevailing Wages Paid before
completion.
Contractor must also submit for all projects, regardless of funding source; weekly certified payrolls within 10
calendar days of the end of the preceding weekly payroll period.
The above information /forms must be submitted for or by Contractor and all subcontractors and lower -tier
subcontractors per RCW 39.12.
1 -07.13(2) Relief of Responsibility for Completed Work Replacement
Contractor shall bear the risk of loss or damage for all finished or partially finished work until Final
Acceptance of the entire Contract. This includes all vandalism, theft, and acts of god or nature.
1 -07.13(3) Relief of Responsibility for Damage by Public Traffic Modification
Change the first sentence to read:
When it is necessary for public traffic to utilize a highway facility during construction, the Contractor
may, upon approval of a written request for each completed section, be relieved of responsibility for
damages to permanent work by public traffic under the following circumstances:
Rev. 2004
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1 -07.14 Responsibility for Damage
Modification
In the first sentence of the first paragraph, change the words "State, Commission, Secretary" to "Owner
and Consulting Engineer and their officers and employees ".
Delete the first sentence of the third paragraph and replace it with the following:
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Contractor shall indemnify, defend, and hold harmless Owner, its officers, agents, and employees,
and Consulting Engineer, its officers, agents, and employees, from all claims, losses, or liability,
including attorney's and expert witness fees, arising from injury to or death of any persons or
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' damage to private or public property, or damages resulting from construction of the Work or in
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Work, caused in whole or in part by any act, omission, or failure of Contractor, its officers, agents,
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and employees, during performance of the Work or at any time before Final Acceptance. With
respect to the performance of the Work and as to claims against Owner, its officers, agents and
employees, Contractor expressly waives its immunity under Title 51 of the Revised Code of
' Washington, the Industrial Insurance Act, for injuries to its employees and agrees that the obligation
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expenses incurred by Owner in enforcing any provision of this Contract; or made necessary by any default
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of Contractor. Any charge by Owner to Contractor, pursuant to the terms of this Contract shall bear interest
at the rate of 8% per annum from the date of demand by Owner, except that, if such claims are satisfied
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from funds withheld by Owner from Contractor, no interest shall be charged.
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1- 07.16(1) Private /Public Property Supplement
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'Contractor's work shall be confined to Owner's premises, including easements, licenses to construct, and
construction permit limits, whenever possible. He shall not enter upon or place materials on other property
except by written consent of the individual owners and he shall save Owner harmless from all suits and
actions of every kind and description that might result from his use of property other than that of Owner.
Contractor shall provide and maintain all passageways, guard fences, lights, and other facilities for
protection required by public authority or local conditions.
1- 07.16(1)A Protection and Restoration of Existing Markers and Monuments New
All existing survey monuments and property corner markers shall be protected from movement by
Contractor. All existing markers and /or monuments that must be removed for construction purposes are to
be referenced by survey ties and then replaced by Contractor. All existing property corner markers
,y disturbed or removed by Contractor's operations which, in the opinion of Engineer, were not required to be
removed for construction purposes shall be replaced, at Contractor's own expense, by a Professional Land !
Surveyor registered in the State of Washington. Resetting of property corners for which there is no Record"',
of Survey or Short Plat filed with the County Auditor may require exhaustive and expensive resurvey. i'.
`
Rev. 2004
Supplemental General Requirements SGR -18
1- 07.16(1)B Maintenance of Streets New
Contractor shall clean up on a daily basis all refuse, rubbish, scrap material, and debris caused by his
operations, to the end that, at all times, the site of the work shall present a neat, orderly and workmanlike
appearance.
Contractor shall clean and sweep streets at the end of each working day.
Contractor shall be responsible at all times, for the maintenance of streets and other utilities affected by
construction operations. Debris and rubbish shall not be permitted to accumulate and all premises shall be
maintained in a neat and workmanlike condition. In the event Contractor fails to conform to these
requirements, Owner shall have the right to have the work done by others and the cost shall be deducted
from moneys due to Contractor in accordance with Section 1 -05.8 of the Standard Specifications. All work
for maintenance of streets shall be included in the total contract price.
1- 07.16(3) Fences, Mailboxes, Incidentals Supplement
;Contractor shall coordinate mail delivery service for all mailboxes that are impacted by construction.
Contact Susie Elias or Kevin George at 206 - 242 -3522 at the Riverton Post Office.
1 -07.17 Utilities and Similar Facilities Supplement
Existing utilities indicated anywhere on the Plans have been plotted from the best information available to
Engineer. Information and data shown or indicated in the Contract Documents with respect to existing
underground utilities or services at or contiguous to the project site is based on information and data
furnished to Owner and Engineer by owners of such underground facilities or others, and Owner and
..Engineer do not assume responsibility for the accuracy or completeness thereof.
All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously marked in a
fashion acceptable to the Owner and Engineer by the Contractor to allow their location to be determined by
the Engineer or utility personnel under adverse conditions, (inclement weather or darkness).
Where underground main distribution conduits, such as water, gas, sewer, electric power, or telephone, are
shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every property
parcel will be served by a service connection for each type of utility.
Owner and Engineer assume no responsibility for improper locations or failure to show utility locations on
the Plans. It is to be understood that other aboveground or underground facilities not shown on the Plans
may be encountered during the course of the work.
Contractor shall check with the utility companies concerning any possible conflict prior to commencing
excavation in any area, as not all utilities may be shown on the Plans. Contractor shall resolve all crossing
and clearance problems with the utility company concerned. No excavation shall begin until all known
facilities, in the vicinity of the excavation area, have been located and marked.
CONTRACTOR SHALL HAVE ALL UTILITIES FIELD MARKED BEFORE STARTING WORK.
In addition to Contractor having all utilities field marked before starting work, Contractor shall have all
utilities field marked after they are relocated in conjunction with this project.
Rev. 2004
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Supplemental General Requirements SGR -19
At least 2 working days prior to commencing any excavations for the conduit, utility potholing, or any other
purpose under this Contract, Contractor shall notify the Underground Utilities Location Center by telephone,
number 1- 800 -424 -5555, of his planned excavation and progress schedule. Contractor is also warned that
there may be utilities on the project that are not part of the One Call system. They must be contacted
directly by Contractor for locations.
Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any
cost to Contractor incurred as a result of this law shall be at Contractor's expense. Contractor shall make
arrangements 48 hours in advance with respective utility owners to have a representative present when
their utility is exposed or modified, if the utility chooses to do• so.
The right is reserved to the state, county, Owner and owners of public utilities and franchises to enter at
any time upon any street, alley, right -of -way or easement for the purpose of making changes in their
property made necessary by the Work and for the purpose of maintaining and making repairs to their
_y property.
Existing utilities for telephone, power, gas, and television cable facilities shall be adjusted by the
appropriate utility company unless otherwise noted in the Plans. See also Section 1 -05.14 of these
Supplemental General Requirements. Contractor shall be entirely responsible for coordination with the
utility companies and arranging for the movement or adjustment, either temporary or permanent, of their
facilities within the project limits.
If or when utility conflicts occur, Contractor shall continue the construction process on other aspects of the
project whenever possible. No additional compensation will be made to Contractor for reason of delay
caused by the actions of any utility company and Contractor shall consider such costs to be incidental to
the other items of the contract.
:. Contractor shall be responsible for any breakage of or other damage to utilities or services resulting from
his: operations, and shall hold Owner and its consultants and their agents harmless from any claims
resulting from disruption of or damages to same. In the event a utility is damaged without a utility
` representative present, Contractor shall immediately notify the utility owner.
Utility Potholing
If Potholing is included as a bid item, it is for use in determining the location of existing utilities in advance
of the Contractors operations. The Contractor shall submit all potholing requests to the Engineer for
approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide
potholing at Engineer's request.
In no way shall the work described under Utility Potholing relieve Contractor of any of the responsibilities
described in Section 1 -07.17 of the Standard Specifications and Special Provisions, and elsewhere in the
` Contract Documents.
Payment
Payment will be made at the discretion of Engineer, for the following bid item(s) in accordance with Section
1 -09.6 of the Standard Specifications and these Special Provisions:
Utility Potholing Force Account
Resolution of Utility Conflicts Force Account
Rev. 2004
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Supplemental General Requirements
SGR -20
1. 07.17(l) Interruption of Services New
Attention is directed to Sections 1 -07.16 and 1 -07.17 of the Standard Specifications. Wherever in the
course of the construction operation it becomes necessary to cause an outage of utilities, it shall be
Contractor's responsibility to notify the affected users not less than 48 hours in advance of the creation of
such outage. Contractor shall make reasonable effort to minimize the duration of outages, and shall
estimate the length of time service will be interrupted and so notify the users. In the case of any utility
outage that has exceeded or will exceed four hours, user contact shall again be made. Temporary service,
if needed, will be arranged for by Contractor at his own expense.
Contractor shall provide in his schedule a time frame by which overhead lighting will have outages during
the course of his construction. Overhead lighting outages shall not exceed 24 hours. All cost to Contractor
for providing temporary overhead lighting to meet above requirements shall be incidental to and included in
the unit price bid for the various items comprising these improvements.
1- 07.23(1) Construction Under Traffic Supplement
:..Traffic control devices and their use shall conform to City of Tukwila standards, the Manual on Uniform
Traffic Control Devices, and Standard Specification Section 1 -10 TRAFFIC CONTROL
Contractor shall prepare Traffic Control Plans to be submitted to Engineer at Preconstruction Conference
- .., � for approval before beginning work. Whenever changes or additions to the Plans are necessary,
'Contractor must submit the revised Plan in writing to Engineer at least 2 working days before starting the
affected work.
..Traffic control and maintenance for the safety of the traveling public on this project shall be the sole
responsibility of Contractor and all methods and equipment used will be subject to the approval of Owner.
All, unattended excavations shall be properly barricaded and covered at all times.
Contractor shall maintain the roads during construction in a suitable condition to not adversely affect
'vehicular or pedestrian traffic. Extreme traffic backups deemed not necessary will be grounds for directing
the Contractor to remove the lane closure. All cost to maintain the roads shall be borne by Contractor.
During periods of work stoppage, a traffic control plan shall be approved by Engineer to keep the existing
traveled lanes and pedestrian access open. Traffic control plans for lane closures and pedestrian
movements shall be submitted to the Owner.
Contractor shall provide. one driveable roadway lane and temporary access to all properties throughout the
course of the project. Cost for all. materials, equipment, and labor for this lane and accesses shall be
incidental to the Contract. This restriction shall not apply to the paving portion of the construction process.
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When it is necessary to limit through traffic movement to any degree, Contractor shall provide all flaggers,
warning signs, and barricades as are required by the MUTCD or by Engineer. At the end of each working
day, provisions shall be made for the safe passage of traffic and pedestrians during non - working hours. It
shall be Contractor's responsibility to provide all necessary warning signs, lights, barricades, etc., as
specified.
Contractor shall furnish flaggers certified by Washington State and all necessary warning signs for flagging
operations as necessary to ensure safe movement of traffic and pedestrians.
Rev. 2004
9 -07.28 Record Drawings (As- Builts) New
Contractor shall furnish all redlined plans suitable for use as Record Drawings (As- Builts) as part of the
punchlist process. Final Payment will not be issued until a complete set of Record Drawings is submitted
to the satisfaction of the Engineer.
.1 -08 PROSECUTION AND PROGRESS
1- 08.0(1) Preconstruction Conference (see APWA Supplement, pages 1 -137) Supplement
' After award of the contract, Owner will issue 6 sets of Contract Plans and 6 sets of Contract Provisions to
Contractor without charge. Further sets may be purchased from Owner for the cost of reproduction.
A preconstruction conference will be held at a time and place fixed by Owner as stated in the notice of
award. In addition to Contractor, the intended project superintendents, subcontractor foremen, and major
suppliers —those who will actually be involved in construction activities — should attend the preconstruction
R� conference. Contractor must be prepared for a thorough discussion and review, as well as revision which
may be deemed necessary in the opinion of Engineer, of the following:
' 4 Contractor's plan of operation and progress schedule (3+ copies)
+ Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with Bid)
WN Rev. 2004
'
Supplemental General Requirements SGR -21
`
Contractor shall furnish, place, and maintain all necessary signs, barricades, and warning lights.
All signs and barricades shall be reflectorized as specified in Part VI of the MUTCD, and shall be 3M
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diamond grade - fluorescent or equivalent if approved by City Engineer. Barricades shall also be equipped
with flashers. Contractor shall submit a traffic control plan to Engineer for approval prior to commencing his
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Temporary Patching. At utility crossings, a temporary patch or steel plates shall be placed over
unfinished portions of work that will affect traffic in any way at the end of each working day. Material for
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these temporary patches shall be MC Cold Mix. Steel plates must be anchored. The cost for temporary
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cold patches or steel plates shall be included in the unit price per ton for "Cold Mix ", if provided, if not cold
mix will be paid for at the °ACP Cl. B" unit price per ton.
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1 -07.24 Rights -of -Way Supplement
Owner will furnish all lands and rights -of -way necessary for carrying out this Contract and completion of the
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work herein contemplated, and will use due diligence in acquiring said lands and rights -of -way as speedily
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as possible. Work shall not be started on any private right -of -way until clearance is given to Contractor by
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Engineer. If all necessary lands and rights -of -way are not obtained before construction begins, Contractor
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shall begin his work upon such land and rights -of -way as Owner may have. previously acquired. Should
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Owner be prevented or enjoined from proceeding with the work, or from authorizing its prosecution, either
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before or after the giving of Notice to Proceed by reason of any litigation, or by reason of its inability to
procure any lands or rights -of -way for said work, Contractor shall not be entitled to any damages, costs,
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expenses, additional compensation, or loss of profits by reason of said delay, or to withdraw from the
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Contract except by consent of Owner; but time for completion of the Work will be extended to such time as
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Owner determines will compensate for the time lost by such delay, such determination to be set forth in
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writing; provided in any event Contractor may terminate as provided in Section 1 -08.10 of the Standard
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9 -07.28 Record Drawings (As- Builts) New
Contractor shall furnish all redlined plans suitable for use as Record Drawings (As- Builts) as part of the
punchlist process. Final Payment will not be issued until a complete set of Record Drawings is submitted
to the satisfaction of the Engineer.
.1 -08 PROSECUTION AND PROGRESS
1- 08.0(1) Preconstruction Conference (see APWA Supplement, pages 1 -137) Supplement
' After award of the contract, Owner will issue 6 sets of Contract Plans and 6 sets of Contract Provisions to
Contractor without charge. Further sets may be purchased from Owner for the cost of reproduction.
A preconstruction conference will be held at a time and place fixed by Owner as stated in the notice of
award. In addition to Contractor, the intended project superintendents, subcontractor foremen, and major
suppliers —those who will actually be involved in construction activities — should attend the preconstruction
R� conference. Contractor must be prepared for a thorough discussion and review, as well as revision which
may be deemed necessary in the opinion of Engineer, of the following:
' 4 Contractor's plan of operation and progress schedule (3+ copies)
+ Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with Bid)
WN Rev. 2004
Supplemental General Requirements
SGR -22
4
List of materials fabricated or manufactured off the project
4
Material sources on the project (Submit WSDOT Request for Approval of Material forms)
4
Names of principal suppliers
4'
Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and standby
rates)
4...
Weighted wage rates for all employee classifications anticipated to be used on Project
4
Cost percentage breakdown for lump sum bid items
4
Shop Drawings (bring preliminary list)
Traffic control plans (3+ copies)
Provision for inspection for materials from outside sources
Responsibility for locating utilities
Responsibility for damage
Time schedule for relocations, if by other than Contractor.
Compliance with Contract Documents
Acceptance and approval of work
Labor compliance, payrolls, certifications
Safety regulations for Contractors and Owner's employees
Suspension of work, time extensions
Change order procedures
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;Progress estimates, procedures for payment
Construction engineering, advance notice of special work
Any interpretation of the Contract Documents requested by Contractor . -
Any.conflicts or omissions in Contract Documents
Any, other problems or questions concerning the work
Processing and administration of public complaints
Easements and rights of entry
.Other. contracts
These materials MUST be brought to the preconstruction conference for discussion followed by
Engineer Review.
The •franchise utilities may be present at the preconstruction conference, and Contractor should be
prepared for their review and discussion of progress schedule and coordination.
1- 08:0(3) Reimbursement for Overtime Work of Contracting Supplement
Agency Employees or Representatives (non Federal aid projects only)
(see APWA Supplement, pages 1 -138)
Should Contractor elect to work more than 8 hours per day, or more than 5 days per week, or on holidays,
during the course of the stated contract time limit, all costs of engineering and inspection thus entailed will
be' charged to Contractor, at 3 times payroll costs. Such charges will be billed directly to Contractor by
Owner and said costs shall be a lien against Contractor's work. In the event Contractor fails to pay said bill
or bills by the 30th day of the month billed, the owner will deduct such costs from the amount due or to
become due to the contractor.
1 -08.1 Subcontracting (see APWA Supplement, pages 1 -138) Supplement
Written requests for approval of subcontractors or for change in subcontractors shall be submitted by
Contractor to Engineer at least 7 calendar days prior to start of a subcontractor's work.
Contractor agrees that he is fully responsible to Owner for the acts and omissions of all subcontractors and
lower -tier subcontractors, and persons either directly or indirectly employed by the subcontractors, as well
Rev. 2004
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Supplemental General Requirements SGR -23
as for the acts and omissions of persons directly employed by Contractor. Contractor shall be required to
give his personal attention to the work which is sublet.
Contractor shall be responsible for making sure all subcontractors submit all required documentation,
• forms, etc.
1 -08.2 Assignment Modification
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written consent of Owner. The assignment, if approved, shall be subject to all set offs, withholdings,
and deductions required by law and the Contract.
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1-08.3 Progress Schedule Supplement
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The progress schedule for the entire project shall be submitted at the Preconstruction Conference. It shall
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show all elements of the project.
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The schedule should use the critical path method, using Microsoft Project or equivalent software.
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availability of job sites
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the anticipated amount of each monthly payment that will become due to Contractor
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• allowance for average inclement weather (time extensions due to inclement weather will not be
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Contractor shall allow in his schedule necessary ime for an work r b
ry y q y private and Owner's utilities
» to locate, monitor, and adjust their utilities as required.
x Engineer may request Contractor to alter the progress schedule when deemed necessary in the opinion of
Engineer in the interest of public safety and welfare or of Owner, or for coordination with any other activity
of other contractors, the availability of all or portions of the job site, or special provisions of this Contract, or
to reasonably meet the completion date of the project. Contractor shall provide such revised schedule
within 10 days of request.
Contractor shall promptly report to Engineer any conditions which Contractor feels will require revision of
the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by
Engineer. When such changes are accepted by Engineer, the revised schedule shall be followed by
Contractor.
Weekly Schedule. Contractor shall submit a weekly progress schedule to Engineer which sets forth
specific work to be performed the following week.
Failure to Maintain Progress Schedule. Engineer will periodically check actual progress of the work
against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain �►�
progress in accordance with the approved schedule shall constitute a breach of Contract and shall I
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constitute reason for invoking pertinent portions of the Standard Specifications and Supplemental General 2, m awl
Requirements. If, through no fault of Contractor, the proposed construction schedule cannot be met,
Rev. 2004
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Supplemental General Requirements SGR -24
Engineer will require Contractor to submit a revised schedule to Engineer for acceptance. The approved
revisions will thereafter, in all respects, apply in lieu of the original schedule.
Failure of Contractor to follow the progress schedule submitted and accepted, including revisions thereof,
shall relieve Owner of any and all responsibility for furnishing and making available all or any portion of the
job site from time to time, and will relieve Owner of any responsibility for delays to Contractor in the
performance of the work.
The cost of preparing the progress schedule, any supplementary progress schedules, and weekly
schedules shall be considered incidental to the Contract and no other compensation shall be made.
1 -08.5 Time for Completion (Contract Time) Supplement
The Work shall be substantially completed in its entirety within the time specified in the Contract
Documents or as modified by a change..,order approved time extension. The Contract Time is stated in
calendar days, shall begin on the Notice to Proceed Date, and shall end on the Substantial Completion
Date.
The Contract Time in calendar days has been established to allow for holidays, and periods of normally
unsuitable weather, which, from historical records, are to be expected during the Contract Time, and during
Which periods, work is anticipated to be performed.
The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical
Completion, and Completion Dates are specified in Sections 1 -05.11 and 1 -05.12 of these Supplemental
General Requirements and the Standard Specifications.
1-08.6 Suspension of Work Supplement
Contractor shall not suspend work under the Contract without the written order of Engineer.
Owner may at any time suspend the work, or any part thereof, by giving notice to Contractor in writing. The
work shall be resumed by Contractor within 14 calendar days after the date fixed in the written notice from
Owner to Contractor to do so.
Such suspension of the work by Engineer shall not furnish any ground for claim by Contractor for damages
or: extra compensation, but the period of such suspensions shall be taken into consideration in determining
`the revised date for completion as hereinafter provided.
The question as to the necessity of discounting any portion of the work by reason of unfavorable weather
conditions shall be determined by Engineer.
Upon failure of Contractor to carry out the orders of Engineer or to perform work under the Contract in
accordance with its provisions, Engineer may suspend the work for such period as he may deem
necessary. Time lost by reason of such failure or in replacing improper work or materials shall not furnish
any ground to Contractor for claiming an extension of time or extra compensation and shall not release
Contractor from damages of liability from failure to complete the work properly and within the time
prescribed.
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1 -08.8 Extension of Time Modification
Change item 1 of the second paragraph to read:
1. Abnormally unsuitable weather, as proven by Contractor based on normally unsuitable weather in
NOAA- SeaTac weather data for historical averages, provided that Contractor had filed a timely
written request for extension of time per Section 1 -08.8 of the Standard Specifications.
Add the following to the list after the fourth paragraph:
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• Engineer's delay in or failure to furnish Contractor - requested or other supplemental drawings,
unless Contractor shall have given at least 2 calendar weeks notice of the need for such drawings
and not then unless claim of need for such drawings is reasonable.
If, it has been determined that Contractor is entitled to an extension of time, the amount of such extension
,shall be only to compensate for direct delays and shall be based upon Contractor's energetically pursuing
the work at a rate not less than that which would have been necessary to complete the original Contract
Work on time.
1 -08.9 Liquidated Damages Supplement
.
Liquidated damages will be calculated as shown in this section of the Standard Specifications for every
calendar day said work remains uncompleted after the expiration of the contract time in order to
compensate Owner for delay. .
In addition, Contractor shall compensate Owner for actual engineering inspection and supervision costs
and any, other expenses and legal fees incurred by Owner as a result of such delay. Such labor costs will
be billed to Contractor at the actual invoice rate from a consultant or the actual City payroll cost plus
exp enses. In the event that Owner is required to commence an lawsuit in order to enforce an
p q y y provision
of. this Contract or to seek redress for any breach thereof, Owner shall be entitled to recover its costs,
including reasonable attorneys fees, from Contractor.
1- 08.10(6) Removal of Equipment New
In case of the termination of this Contract before completion for any cause whatever, Contractor, if notified
:to do so by Owner, shall promptly remove any part of or all of his equipment and supplies from the property
of Owner and, if Contractor fails to do so within 5 calendar days from such notice by Owner, Owner shall
have the right to remove such equipment and supplies at the expense of Contractor, deducting the cost
thereof from any funds otherwise due Contractor.
1-09 MEASUREMENT AND PAYMENT
1 -09.1 Measurement of Quantities Supplement
Lump Sum. The percentage of lump sum work completed, and payment will be based on the cost
VA' percentage breakdown of the lump sum bid price(s) submitted at the preconstruction conference.
Cubic Yard Quantities. Contractor shall provide truck trip tickets for progress payments only in the
following manner. Where items are specified to be paid by the cubic yard, the following tally system shall
be used.
Rev. 2004
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SGR -26
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All trucks to be employed on this work shall be measured to determine the volume of each truck. Each
truck shall be clearly numbered, to the satisfaction of Engineer, and there shall be no duplication of
numbers.
Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project.
The tickets shall include the following information:
1. Truck number
2. Quantity and type of material delivered in cubic yards
3. Drivers name, date, and time of delivery
4: Location of delivery, by street and stationing on each street
5. Place for Engineer to acknowledge receipt
6. Pay item number
7: Contract number
It will be Contractor's responsibility to see that a ticket is given to Engineer on the project for each truckload
of material delivered. Pay quantities will be prepared on the basis of said tally tickets.
..Quantities by Ton. It will be Contractor's responsibility to see that a certified weight ticket is given to the
Inspector on the project at the time of delivery of materials for each truckload delivered. Pay quantities will
be prepared on the basis of said tally tickets, delivered to Inspector at time of delivery of materials. Tickets
not receipted by Inspector will .not be honored for payment.
Each truck shall be clearly numbered to the satisfaction of Engineer and there shall be no duplication of
numbers.
Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. The
ickets shall bear at least the following information:
� 1. Truck number
2. Truck tare weight (stamped at source)
3. Gross truck load weight in tons (stamped at source)
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6. Location for delivery by, street and stationing on each street
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7. Place for receipting by the inspector
8. Pay item number
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1 -09.9 Payments (see APWA Supplement, pages 1 -140) Supplement
;
Within 7 calendar days of the progress estimate cutoff date, Contractor shall submit to Engineer 3 copies of
an itemized request for payment. The itemized pay request shall be in an electronic spreadsheet format
with separate columns for current request, total prior request, and a total to date column. The itemized pay
9
request shall be grouped in rows according to the bid schedule with subtotals and subtotals minus
retainage for the groupings displayed in the bid schedule (i.e., Roadway, Storm Drainage, Traffic Control
Devices, etc.). Pay requests not in this format will not be accepted. Pay request shall be supported to then
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extent required by Engineer by receipts or other vouchers showing payment for 'materials and labors,
payments to subcontractors, and other such evidence of Contractor's right to payment as Engineer may
direct. Contractor shall be entitled to monthly progress payments corresponding to the stage of work.
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Rev. 2004
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Supplemental General Requirements
SGR -27
Progress estimates will be prepared by Engineer not later than 30 calendar days after commencing work,
and. every 30 calendar days thereafter, if so entitled, for the duration of construction. These shall be based
upon an approximate estimate of quantities of work completed and considered acceptable, as extended by
the unit nrices established in the Contract nr as nrnvided by the schedule of lump sum navments.
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SPECIAL PROVISIONS/
TECHNICAL SPECIFICATIONS
DIVISION 5 - METALS
Section 01004
Scope of Work
Miscellaneous Metals
Section 01033
George Long Shops - Metal Roof Re -Coat
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Section 01035
Special Provisions
Section 07400
Section 01040
Project Coordination
Flashing and Sheet Metal
Section 01060
Regulatory Requirements
Section 07900
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Section 01090
Definitions and Standards
Section 01200
Project Meetings
Section 01340
Submittals
Section 01400
Quality Control
Section 01505
Temporary Facilities
Section 01600
Materials and Equipment
Section 01605
Product & Substitutions
Section 01705
Project Closeout
Section 01720
Project Record Documents
Section 01730
Operation &Maintenance Manua{
DIVISION 5 - METALS
Section 05120
Miscellaneous Metals
DIVISION 6 -WOOD & PLASTICS
Section 06100
Rough Carpentry
DIVISION 7 - THERMAL & MOISTURE PROTECTION
Section 07400
SBS Membrane Roofing
Section 07600
Flashing and Sheet Metal
Section 07650
Gutters & Downspouts
Section 07900
Sealants
DIVISION 9 - FINISHES
Section 09900 Painting
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IVISION 1 - GENERAL CONDITIONS SEC ION 0100
' SCOPE OF WORK
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IVISION 1 - GENERAL CONDITIONS SEC ION 0100
SCOPE OF WORK
1:02.' CONTRACTS
MINKLER BUILDING B. BAY #5 and Building D vent
Contractor shall inspect and repair the roof leak in Building B, Bay #5 and
remove and patch up to two (2) vents in roof at south end of Building D.
There will be one contract for the Project, which includes the Work described in
the project manual and drawings.
The Contractor shall provide all items, articles, materials, operations or methods
listed, noted or scheduled on the drawings and /or herein, including all labor,
equipment and incidentals necessary and required for proper and timely
completion of the Work.
Contractor shall use new materials unless specifically noted or directed.
If conflicts occur between legally adopted codes and the contract documents, the
codes prevail, except that this shall not be construed as relieving the contractor
from complying with the requirements of the contract documents which may be
in excess of the code requirements and not contrary to same.
1.03 CONTRACTOR PERSONNEL
E,
The Contractor shall employ only fit and skilled persons and maintain proper order at the
place of work and shall maintain the project site as a safe and secure work place
conforming to all applicable codes and regulations.
104 USE OF DOCUMENTS
Technical Specifications are enumerated in the table of contents of the project manual.
Numbering of sections is for identification only and may not be consecutive. Contractor
shall check his /her copies of the specifications with table of contents to verify that they
are complete. Notify the Engineer of incomplete copies.
1.05 CONTRACTOR'S USE OF PREMISES
A. Contractor shall limit his /her use of the premises for work and for storage related
to the project and in a manner which allows for Owner's use and access. This is
an active operations facility. Contractor is cautioned to maintain a minimum work
area and at no time to block vehicle access.
B. Coordinate use of the premises under the direction of the Engineer.
01004 -2
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IVISION 1 - GENERAL CONDITIONS SEC ION 0100
! SCOPE OF WORK
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C. Move any stored products under the Contractor's control that interfere with
operations of the Engineer at the Engineer's request.
1.06 NUMBER OF SPECIFIED ITEMS REQUIRED
Wherever in these specifications an article, device or piece of equipment is referred to in
the singular number, such reference applies to all and as many articles as are indicated
or required to complete the installation. The number of unit bid items on the unit bid
schedule may not reflect the quantities of work depicted in the drawings. For purposes
of this contract and for estimating the bid, the estimated quantities in the unit price
schedule shall prevail.
1.07 ORGANIZATION AND FORMAT OF SPECIFICATIONS
A
1.08
Organization: Division Section and paragraph numbers, as listed in the table of
contents of the project manual and the items of work included under the
headings generally conform with "Masterformat" of the Construction
Specifications Institute Numbering of paragraphs and sections is merely for
convenience and identification and may not be consecutive; the Contractor shall
check his /her copies of the contract documents with the project manual table of
contents and the page numbering as well as the list of drawings to be sure that
they are complete. Trade headings are used in the specifications for
convenience only. The Engineer is not bound to define the limits of any
subcontractors.
Format: These specifications are of the abbreviated or "stream - lined" type and
frequently include incomplete sentences. Words such as "shall," "shall be," "the
Contractor shall" and similar mandatory phrases shall be supplied by inference in
the same manner as they are in a note on the drawings. Phrases following a
heading for material or item of equipment and listing required features or
characteristics of the item shall be construed as meaning, "The item shall be...,"
or "The item shall include...," and the Contractor shall provide all items, articles,
materials and operations listed, including all labor, materials, equipment and
incidentals required for satisfactory installation and completion of the Work.
ADDITIONAL DEFINITIONS
The following additional terms are used in the contract documents and are defined as follows:
A. The terms "approved" and "for approval" mean "approved by the Engineer" and
"for the Engineer's approval."
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1.08
Organization: Division Section and paragraph numbers, as listed in the table of
contents of the project manual and the items of work included under the
headings generally conform with "Masterformat" of the Construction
Specifications Institute Numbering of paragraphs and sections is merely for
convenience and identification and may not be consecutive; the Contractor shall
check his /her copies of the contract documents with the project manual table of
contents and the page numbering as well as the list of drawings to be sure that
they are complete. Trade headings are used in the specifications for
convenience only. The Engineer is not bound to define the limits of any
subcontractors.
Format: These specifications are of the abbreviated or "stream - lined" type and
frequently include incomplete sentences. Words such as "shall," "shall be," "the
Contractor shall" and similar mandatory phrases shall be supplied by inference in
the same manner as they are in a note on the drawings. Phrases following a
heading for material or item of equipment and listing required features or
characteristics of the item shall be construed as meaning, "The item shall be...,"
or "The item shall include...," and the Contractor shall provide all items, articles,
materials and operations listed, including all labor, materials, equipment and
incidentals required for satisfactory installation and completion of the Work.
ADDITIONAL DEFINITIONS
The following additional terms are used in the contract documents and are defined as follows:
A. The terms "approved" and "for approval" mean "approved by the Engineer" and
"for the Engineer's approval."
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IVISION 1 - GENERAL CONDITIONS SEC ION 0100
SCOPE OF WORK
Where the terms "or approved" or "or approved equal" are used, the Engineer is
the sole judge of the quality and suitability of the proposed substitution.
C. The term "coordinate" means "satisfactorily combine the work of all trades for a
complete and operating installation."
D. The term "directed" means "as directed by the Engineer."
E. The term "indicated" means "indicated or noted on the drawings."
F. The term "provide" means "furnish and install."
G. The term "requested" means "as requested by the Engineer."
H. The term "selected" means "selected by the Engineer" and is not necessarily
limited to a manufacturer's standard line of colors, finishes or details.
I. The term "submit" means "submit to the Engineer."
.� .J.I4 . The term "FOIC" means "furnished by the Owner, but installed by the
F Contractor."
K. The term "FOIO" means "furnished by the Owner and installed by the Owner."
L. The term "NIC" means "not in this contract."
The existing City of Tukwila Public Works Facilities will remain in operation during this project,
therefore construction work must be accomplished to minimize impacts to their operations.
Minkler Shops are located at 600 Minkler Boulevard, Tukwila, WA 98188 and George Long
Shops are located at 14000 Interurban Avenue South, Tukwila, WA 98188.
END OF SECTION 01004
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IVISION 1 - GENERAL CONDITIONS SECTION 01033
GEORGE LONG SHOPS - METAL ROOF RE -COAT
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A new elastomeric roof coating shall be installed including the following:
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1.
Pre -work inspection by roofing consultant.
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2.
Pressure wash existing metal roof /coated surface to provide a clean substrate and good
adhesion for the new coating. Inspection report by roofing consultant recommending
minor repairs.
1;
3.
Install minor repairs as necessary to seams, penetrations, fasteners, and small cracks in
the.existing coating system. Inspection by roofing consultant.
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Install "Roof Mate" coating system (white), manufactured by United Coatings, at the rate
of 1.5 gallons per 100 square feet. Inspection by roofing consultant.
.5..
Clean up all debris and dispose of properly following completion of new coating.
6:
Report by roofing consultant of adequacy of work.
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DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA
SECTION 01035 MINKLER SHOPS — RE -ROOF
' SPECIAL PROVISIONS
f�
PART 1- GENERAL
i 1.1 NUMBER OF ITEMS
Wherever in these specification, an article, device of piece of equipment is referred to in the
singular number, such reference applies to all and as many articles as are indicated or
i required to complete the installation
1.2 RELATED DOCUMENTS
Conditions of the Contract and the Supplements thereto by the City of Tukwila apply to the
work specified in this Section.
1,3. DEFINITIONS
The following terms are used in the Contract Documents and are defined as follows:
A..- The term "approved" and "for approval' means "approved by the
J. The term *NIC" means "not in the Contract ".
1.4 BUILDING PERMIT SET OF PRINTS
A. The Contractor shall keep the building permit set of drawings at the job site during
construction, in good condition, and shall make no marks on the permit set. Just
prior to final acceptance, the Contractor shall deliver to the Owner the permit set of
plans.
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B. The Contractor shall include in the base bid contract sum the cost of all fees,
3 01035 1
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.'. inspections and permits, except building permit, for work as described in the
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1.5.::
CLEAN -UP
A. Exterior: Remove construction equipment and temporary facilities from premises,
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clean and disinfect areas occupied by sanitary conveniences, remove temporary
. � .
connection to services and restore to "original' condition. Sweep and scrub
exterior paving clean of all stains and dirt. Remove all construction debris and
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. excess materials.
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BART
2 - PRODUCTS (Not Applicable) 11,
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PART
3 - EXECUTIONS (Not Applicable)
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END OF SECTION 11
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DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA
III
SECTION 01040 MINKLER SHOPS — RE -RROF
PROJECT COORDINATION
PART 1- GENERAL
1.1 RELATED DOCUMENTS
...:
Conditions of the Contract and the Supplements thereto by the City of Tukwila apply to the
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work specified in this Section.
1.2 SUMMARY
A. This Section specifies specific administrative and supervisory requirements
"
necessary for Project coordination including, but not necessarily limited to:
1. Coordination
2. Administrative and supervisory personnel
3. General installation provisions
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4.. Cleaning and protection
r B Progress meetings, coordination meetings and pre - installation conferences are
included in Section "Project Meetings ".
C Requirements for the Contractor's Construction Schedule are included in Section
"Submittals"
r
13 ` COORDINATION
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A. Coordinate construction activities included under various Sections of these
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Specifications to assure efficient and orderly installation of each part of the Work.
Coordinate construction operations included under different Sections of the
Specifications that are dependent upon each other for proper installation,
`
connection, and operation.
1.: Where installation of one part of the Work is dependent on installation of
$
other components, either before or after its own installation, schedule
construction activities in the sequence required to obtain the best results.
2.. Coordinate installation of different components, when limited space is
available to assure maximum accessibility for required installation
operation, and maintenance of components.
3. Make adequate provisions to accommodate items scheduled for later
installation.
B. Administrative Procedures - Coordinate scheduling and timing of required
#
administrative procedures with other construction activities to avoid conflicts and
ensure orderly progress of the Work. Such administrative activities include, but are
not limited to the following.
01040 1
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DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA
SECTION 01060 MINKLER SHOPS - RE -ROOF
i REGULATORY REQUIREMENTS
:. PART 1- GENERAL
1.1 GENERAL
. A.
Throughout the Contract Documents, reference is made to codes and standards
which establish qualities and types of workmanship and materials, and which
establish methods for reporting on the pertinent characteristics.
B.
Where materials or workmanship are required by these Contract Documents to
'
meet or exceed the specifically named code or standard, it is the Contractor's
.�,
responsibility to provide materials and workmanship which meet or exceed the
specifically named code or standard.
C.
When required by the Contract Documents, deliver to the Engineer required proof that the
materials or workmanship or both meet or exceed the requirements of the specifically
named code or standard. Such proof shall be copies of a certified report of tests conducted
by a testing agency approved for that purpose.
D.
Related Requirements in Other Parts of the Specifications include the General and
Supplementary Conditions.
i
QUALITY ASSURANCE
A.
Familiarity with Pertinent Codes and Standards: In procuring all items used in this work, it
is the Contractor's responsibility to verify the detailed requirements of the specifically named
codes and standards and to verify that the items procured for use in this work meet or
exceed the specified requirements.
.B.
Rejection of Non- Complying Items: The Owner's Representative reserves the right to reject
items incorporated into the Work which fail to meet the specified minimum requirements.
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The Owner's Representative further reserves the right, and without prejudice to other
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recourse the Architect may take to acc non items sub ect to an y � P adjustment in j i
the Awarded Contract Price as approved by the Owner's Representative.
- 1.3 s APPLICABLE CODES AND STANDARDS
4 ' A:
All pertinent laws, ordinances, rules, regulations and codes shall govern construction
activities at the work site.
Ira B.
Construction which is not governed by governmental regulations or the Contract
Specifications will be governed by the more stringent provisions of the latest published
edition or statute adopted edition, at the time of Contract signing, following applicable
codes and standards:
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NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
DIVISION 1- GENERAL CONDITIONS CITY OF TIUKWILA
SECTION 01090 MINKLER SHOPS — RE-ROOF
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PART 1- GENERAL
1.1 CODES AND STANDARDS
A.
Comply with applicable requirements of the Uniform. Building Code and governing
codes and ordinances.
B.
In addition to governing codes, requirements by the Puget Sound Clean Air Agency
and operational and equipment standards established by the State of Washington
OSHA Department shall by complied with by the Contractor.
'C.
Except where the Contract Documents include more stringent requirements
applicable construction industry standards have the same force and effect as if
bound or copied directly into the Contract Documents to the extent referenced.
Such standards are made a part of the Contract Documents by reference.
1.2 -DEFINITIONS
A:
Owne
The term Owner shall mean the City of Tukwila acting through the City of Tukwila
Public Works Department..
B.:'
Owner's Representative
The term Owner's Representative shall mean that person or persons that has been
identified by the City of Tukwila to act in the behalf of the Owner during the
Construction Period.
C.,
Contract Amount
The term Contract Amount shall mean the Awarded Contract Price.
D.
Contract Sum
The term Contract Sum shall mean the Awarded Contract Price.
E.'.
Architec
The term Architect shall mean the Owner's Representative.
F:
Provide
The term provide shall mean that the Contractor shall furnish, install, test and make
ready for use any and all items so designated.
G.
Furnish
The term means supply and deliver to the Project site, ready for unloading,
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unpacking, assembly, and installation.
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Abbreviation
ea in
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Anchor Bolt
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Additive
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Adjacent
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Alternate
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Approximately
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Clear
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Connection
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Equal
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Finish
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Face of Wall
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Galvanized Iron Pipe
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Minimum
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Machine Bolt
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Metal
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Not in Contract
No. :
Number
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Outside Diameter
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Operation & Maintenance
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Perforated
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DIVISION 1- GENERAL CONDITIONS
SECTION 01200
PROJECT MEETINGS
CITY OFTUKWILA
MINKLER SHOPS — RE -ROOF
PART 1- GENERAL
1.1 RELATED DOCUMENTS
Conditions of the Contract, and Supplements thereto by City of Tukwila apply to the work
. specified in this Section.
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1.4 PRE- INSTALLATION CONFERENCES
Conduct a pre - installation conference at the site before each construction activity that
requires coordination with other main items of construction, -or inspection by Owner's
Representative. The installer and representatives for material /product to be installed shall
attend the meeting. All factors that may affect the installation of the work shall be reviewed,
including scheduling, compatibility of surrounding substrate, required inspections, and
potential corrective work.
1.5 . PROGRESS MEETINGS
A. Conduct progress meetings at the Project site at regularly scheduled intervals-
typically once a week - that have been agreed upon at the pre - construction
conference.
B. Attendees - In addition to representatives for the Owner, Architect, and Contractor,
each subcontractor, supplier or other entity concerned with current progress or
involved in current work or the planning of future activities, shall be present at
these. meetings.
C.:.. Agenda - Review Architects progress report from previous progress meeting.
Review work in progress. Review other items of significance that could affect
progress or quality of work.
D. Scheduling - The work progress will be reviewed in relation to the Contractor's
Construction Schedule to verify that the work of each component of the project is
in conformance with Schedule. The Contractor shall determine how any activity
that is behind schedule will be expedited to ensure that the project will be
completed within the Contract Time. The Contractor shall revise the construction
schedule after each progress meeting where revisions to the schedule have been
made or recognized. Provide the revised schedule for review at the following
project meeting.
E. Reporting - The Architect will distribute copies of the notes from the progress
meeting to the Owner, and Contractor. The Contractor will distribute copies of the
meeting notes to each subcontractor, or supplier present at the meeting, and any
other party that is affected by the actions taken or decisions made at that meeting.
PART 2 - PRODUCTS (Not Applicable
PART 3 - EXECUTION (Not Applicable)
Sample meeting agenda:
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Kevi construction schedule.
5
Review correction measure and procedures to regain project schedule, as applicable.
Present field observations, problems, and conflicts.
7.
Discuss problems impeding progress schedule.
►
8:.
Review maintenance of quality control and work standards.
t
9.
Review submittal schedules; present methods to expedite, as required.
10.
Review off- -site fabrication.
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Review delivery schedules
12: ,
. Review proposed changes for-
a. Effect on construction schedule and on completion date,
b. Effect on any other contract of the project.
Review modification proposals and finalize prices.
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Review draft of application for payment.at end of month.
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Review required revisions to project record documents.
16:
Review project safety.
17:.
Review any other business.
18.
Review all claims to be current. .
19."
Other business relating o work
F
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Next meeting - schedule for
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DIVISION 1- GENERAL REQUIREMENTS CITY OF TUKWILA
SECTION 01340 MINKLER SHOPS — RE -ROOF
SUBMITTALS
PART 1- GENERAL
f
1.1 GENERAL
Coordinate submittals with progress schedule and actual progress of work; allow 1 week for
Architects /Engineer's initial processing of submittals requiring review and return. Provide copies
required by governing authorities, which are in addition to copies specified for submittal to
Architect.
0 " 1.2 SUMMARY OF SUBMITTALS
f r This Sections specifies the submittal and review process required for identified material assemblies
and products to be incorporated into the Project. including the following:
s
A. Contractor's construction schedule
B. Submittal schedule
C. Shop Drawings
,D. Product Data
4 r E. Samples
'> 1_ r..nMTRACTC)RIS MNSTRi1 MON SCHF.DUL.F_.
percent increments. As work progresses, place contrasting mark in each bar
to indicate Actual Completion
�.. 3. Prepare schedule on a sheet of sufficient size to show entire construction period.
4. Coordinate the Contractor's construction schedule with the schedule of
values.
iA
5. Indicate Physical Completion on the schedule.
u B. Distribution - Following response to the initial submittal, print and distribute copies to the
Architect, Owner, subcontractors and other parties affected by the schedule.
C. Schedule Updating - Revise the schedule each month where revisions have been identified
or made. Submit schedule at the following progress meeting.
III
1.4,. SUBMITTAL SCHEDULE
A. After development and acceptance of the Contractor's construction schedule, prepare a
complete schedule of submittals as required by each Section of these specifications. Submit
the schedule within 7 days of the date required for the establishment of the construction
schedule. Prepare schedule in chronological order for all submittals. Identification of
01340-1
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submittal shall include date of submittal, Specification Section Number, name of
subcontractor, and indication of initial review and approval by the Contractor.
B. Schedule update - As submittals are reviewed and processed, the Contractor shall indicate
the status of submittals indicating date submitted, present status of submittal, and date of
approval by Architect. The updated schedule indicating status of all submittals shall be
posted in the project office.
1:5 SHOP DRAWINGS
A. Submit drawings drawn to accurate scale and prepared for this specific project. Clearly
indicate any and all deviations from Contract Drawings. The drawings shall clearly show all
elements of material assembly, quantities, finishes, methods of fabrication, and method of
attachment to supporting structure or substrate. Minimum sheet size for shop drawings
shall be 8 -1 /2 "x11 "; maximum sheet size shall be 24 "x36 ".
B. Provide a minimum of 6 copies so that two copies can be retained by the Architect, one
copy to be on file at Contractor's main office, one copy to be on file at the project site
office, one copy transmitted to the subcontractor /supplier, and one approved copy for
record document set.
1.6 PRODUCT DATA
A. Submit manufacturer's printed product data that shall include full product description,
installation instructions, accessories or options provided, installation templates, color and
finish options, and connection requirements to utilities as required.
B.' Mark each copy to indicate actual product to be provided; show selections from among
options in manufacturer's printed product data. Except as otherwise indicated, submittal is
for information and record. Do not proceed with installation of manufactured products
until a copy of related product data is in Installer's possession at project site.
Indicate on each copy the date of submittal, the subcontractor or supplier submitting, and
t that the Contractor has made an initial review of the product and has verified that the
product complies with the requirements set in the Specification Section.
D. Provide a minimum of 6 copies so that two copies can be retained by the Architect, one
copy to be on file at Contractor's main office, one copy to be on file at the project site
office, one copy transmitted to the subcontractor /supplier, and one copy for the record
document set.
1.7 SETS OF SAMPLES
Submit 3 sets; two sets will be returned. Provide 2 or more samples in each set where variations in
i color, pattern or texture are observable. Maintain returned set at project site, for purposes of quality
control comparisons.
1.8 REVIEW ACTION
The Architect shall review shop drawings, product data, and samples for conformance with
Contract Documents. The Architect, after reviewing the submittals, shall stamp each submittal
4
01340-2
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indicating the following action is required by the Contractor:
A. Shop Drawing, Product Data, or Sample is approved as submitted, requiring
no further review.
B: Shop Drawing, Product Data, or Sample is approved with minor corrections
noted. Submitted item may be incorporated into the project, conforming to the
identified corrections. no further submittals are required.
Shop Drawing, Product Data, or Sample is not approved, and shall be re-
submitted by the Contractor as required to meet requirements of Construction
Documents. There-submittal shall clearly indicate correction to all items that
were identified as non - conforming on the previous submittal.
1 9.": . ARCHITECT'S REVIEW
Review by the Architect does not relieve the Contractor from responsibility for errors which may
exist in the submitted data. On any discrepancy between the Construction Documents and
Submittals relating to requirements and standards for products, materials, and assemblies that are to
be incorporated into the Project, the Construction Documents shall take precedence.
.1:1V REVIEW TIME
The Architect shall return submittals to the Contractor within 10 days from receipt of that submittal
from the Contractor.
PART 2 - PRODUCTS Not Applicable
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PART 3 - EXECUTION (Not ARplicable�
END OF SECTION
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' DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA
SECTION 01400 MINKLER SHOPS — RE -ROOF
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QUALITY CONTROL
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PART 1- GENERAL
i I 1.1 RELATED DOCUMENTS
Conditions of the Contract and the Supplements thereto by the City of Tukwila apply to the
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1.2 SUMMARY
A. This Section specifies administrative and procedural requirements for quality
control services.
B. Quality control services include inspection and tests and related actions including
reports, performed by independent agencies, governing authorities and the
Contractor.
1.3 ; RESPONSIBILITIES
A.' The Owner may engage a testing agency to provide inspections, tests and similar
quality control services, specified in individual Specification Sections and required
by governing authorities, except where they are indicated to be the contractor's
' responsibility. Costs for testing services, where the Owner engages the testing
y agency, shall be paid by the Owner.
1. The Contractor is responsible for retesting where results of
required inspections, tests or similar services prove
t unsatisfactory and do not indicate compliance with Construction
Documents. The cost of retesting is the Contractor's
responsibility
B Duties of Testing Agency - The independent testing agency engaged to perform
inspecting, sampling and testing or materials and construction specified in individual
Specification Sections shall cooperate with the Architect and Contractor in
performance of its duties, and shall provide qualified personnel to perform required
inspections and tests.
C. Coordination - The Contractor and each agency engaged to perform tests shall
coordinate these activities to accommodate required services with a minimum of
delay or disruption of construction work. It is the Contractor's responsibility for
scheduling times for inspections, tests, taking samples and similar activities.
1.4 SUBMITTALS
k °"' A. The independent testing agency shall submit a certified written report of each
inspection, test or similar service, to the Contractor and Architect. The agency shall
submit reports directly to governing agencies for their review.
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B. Report data - Written reports of each inspection, test or similar action shall include:
Date of issue, date and location of test, or inspections, designation of work and test
method, complete inspection or test data including results, assessment of test or
inspection as to whether tested work complies with Construction Documents, and
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recommendation for further action.
' PART 2 - PRODUCTS of Aplicablel
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PA R! 3 - EXECUTION
3.1 REPAIR AND PROTECTION
A. Upon completion of inspection, testing, sampling and similar services, repair
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damaged construction and restore substrates and finishes to eliminate deficiencies. .
B. Protect construction exposed by or for quality control service activities, and protect
repaired construction: .�.
C .: Repair and protection of project components is the Contractor's responsibility
END OF SECTION,
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DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA
SECTION 01505 MINKLER SHOPS — RE -ROOF
TEMPORARY FACILITIES
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PART 1- GENERAL
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For the basic commitments to provide temporary facilities, this section specifies certain minimum
temporary facilities to be provided, regardless of methods and means selected for performance of
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the work, but not by way of limitation and not assured for compliance with governing regulations.
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Use of alternate temporary facilities is Contractor's option, subject to Architect's acceptance..
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Temporary facilities are defined to exclude tools and construction machines, testing, demolition,
alterations, soil borings, mock -ups and similar items.
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1.2 , COSTS
Except as otherwise indicated, costs associated with temporary facilities are Contractor's (Awarded
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Contract Price), including power /fuel /water usage until time of substantial completion for each
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major area of project. Temporary facilities remain property of Contractor.
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use charges. For drinking water, the Contractor shall supply and pay for containerized tap - dispenser
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temporary service from existing source on site to work areas. Contractor shall pay any fees related to
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installation of temporary feed. Comply with NEMA, NECA, and UL standards and regulations for
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temporary electric service. Install service in compliance with National Electric Code�(NFPA 70)
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Contractor shall remove temporary service when permanent electrical service is in operation.
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Telephone The Contractor shall provide and pay for a phone service to the temporary
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construction office. Cellular phone service on site is acceptable.
TEMPORARY SUPPORT FACILITIES
'
Ge neral. Provide facilities and services as may be needed to properly support primary construction
process and meet governing regulations. Do not use permanent facilities except as otherwise
indicated, and except after time of substantial completion.
O ffice The Contractor may utilize a vacant vehicle /equipment bay at Building "C" that will be
provided as a temporary construction office by the Owner.. It shall be the Contractor's
responsibility to secure all equipment and materials stored on site.
Toilets
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Sup te toilet facilities as re quired for construction crews and a rental cha
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for the duration the
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Contractor shall provide portable toilets for use of the construction crew of
project, including setup and maintenance at no additional cost to the Owner.
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:1.5 TEMPORARY CONSTRUCTION CONTROLS
Dewatering Maintain site and construction work free of water accumulation. Do not
endanger the work or adjacent properties. Maintain protection against flooding.
1.6 SECURITY & PROTECTION
G eneral
Provide facilities and services as necessary to effectively protect project from losses and persons
` from injury during the course of construction.
Provide Type ABC extinguisher as required by authorities in construction areas.
Provide barricades at hazardous locations, complete with signs, general lighting, warning lights and
similar devices where appropriate or required by regulations. Install and maintain dust barriers as
required to isolate construction dust and debris from adjacent buildings and roadways.
1:7 QUALITY ASSURANCE
Regulations Comply with industry standards and applicable laws and regulations of authorities
'.having jurisdiction but not limited to:
1. Building Code requirements
2.. Health and Safety regulations
:3. Utility company regulations
4. Police, Fire Department and Rescue Squad regulations
5. Environmental protection regulations
1.8 INSPECTION
Arrange for authorities having jurisdiction to inspect and test each temporary utility before use.
Obtain required certifications and permits
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DIVISION 1- GENERAL CONDITIONS
SECTION 01600
MATERIALS AND EQUIPMENT
PART 1- GENERAL
CITY OF TUKWILA
MINKLER SHOPS — RE -ROOF
11 RELATED DOCUMENTS
`
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Conditions of the Contract, and Supplements thereto by City of Tukwila apply to the work
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specified in this Section.
1.2 SUMMtARY
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This Section specifies administrative procedures requirements governing the Contractor's
selection of products for use in the Project.
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1.3 DEFINITIONS
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A. "Products are items purchased for incorporation in the Work, whether purchased
for the Project or taken from previously purchased stock. The term "product"
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includes the terms " material ", "equipment ", "systems" and terms of similar intent.
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B. "Named Products" are items identifies by manufacturer's product name including
make or model designation.
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C. ` "Materials are products that are substantially shaped, cut worked mixed finished,
refined or otherwise fabricated, processed, or installed to form part of the Work.
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D.: "Equipment" is a product with operational parts, whether motorized or manually
operated, that requires service connections such as wiring or piping.
QUALITY ASSURANCE
A. To the fullest extent possible, provide products of the same kind.
B. Compatibility of Options - When the Contractor is given the option of selecting
between several projects for use on the Project, the product selected shall be
compatible with products previously selected.
C. Except for required labels and operating data, do not attach or imprint identification
marks that will be exposed to view.
1.5 ' 'PRODUCT DELIVERY, STORAGE & HANDLING
'
A. Deliver, store and handle products in accordance with the manufacturer's
recommendations, using means and methods that will prevent damage,
deterioration and loss.
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B. Schedule delivery of projects to minimiz long -term storage at the site.
C. Deliver products to the site in the manufacturer's original sealed container or
packages.
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Store products on site in a manner that will facilitate inspection and measurement
of quantity.
E.
Store products subject to damage, under cover in a weathertight enclosure,
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ventilation, temperature, and humidity within range required by manufacturer.
PART 2 - PRODUCTS
2.1 PRODUCT SELECTION
A.
Provide products that comply with the Contract Documents.
B.
Product Selection Procedures -
1. Where only a single product or manufacturer is named, without being
accompanied by an "approved equal" term, provide the product indicated.
No substitution will be permitted.
2. Where two or more products or manufacturer's are named, without being
accompanied by an "approved equal" term, provide the product indicated.
No substitutions will be permitted.
3. When products or manufacturers are specified by name accompanied by
the term "or equal ", or "approved equal ", provide product that conforms
with product specified..
C
The Contractor shall:
1. exercise precautions throughout the life of the Contract, to prevent
pollution, erosion, siltation, and damage to property.
2. not obstruct the gutter of any street.
3. use all proper measures to provide for the free passage of surface water.
1 _
4. ,; make provisions to take care of all surplus water, mud, silt, or other run -
offs pumped from excavations or resulting from other construction
activities.
3.1 INSTALLATION OF PROJECTS
Comply with manufacturer's instructions and recommendations for installation of products
in applications indicated. Anchor each product securely in place, accurately located and
aligned with other work.
END OF SECTION
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DIVISION 1- GENERAL CONDITIONS
SECTION 01605
PRODUCT & SUBSTITUTIONS
PART 1- GENERAL
CITY OF TUKWILA
MINKLER SHOPS — RE -ROOF
1.1 PROCEDURAL REQUIREMENTS
Where possible, provide entire required quantity of each generic product, material or equipment
from single source; and, where not possible to do so, match separate procurements as closely as
possible. To extent selection process is under Contractor's control, provide compatible products,
material and equipment. Where available and complying with requirements, provide standard
products which have been used previously and successfully in similar applications, and which are
recommended by manufacturers for applications indicated.
PRODUCT SELECTION LIMITATION
Product Selections - Comply with the following for selection of product, materials and
equipment:
B.
Single Product Named: Provide only that product, unless determined to be unavailable,
non- compatible with the work, or non - complying with requirements or governing
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regulations per acceptance of said status by Architect.
C.
"Or Equal" Clause: Provide named product which complies with requirements, or comply
with requirements for gaining approval on "substitution" to select and use an unnamed
product.
D.
Compliance with Standards: Selection of product which complies with requirements,
including applicable standards, is Contractor's option where no product names are indicated.
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1.3 SUBSTITUTIONS
A.
During Bid Period: It is the Contractor's responsibility to determine that any product, that
he /she proposes to utilize in place of the product specified, meets all of the quality
standards of the product specified. Products proposed for substitution by the Contractor
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will not be pre- approved during the bid period.
B.
During the Construction Period: Request by Contractor will be considered when
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reasonable, timely, fully documented and qualifying under the following circumstance -
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Required products cannot be supplied in time for compliance with Contract Time
requirements, Contractor can verify to Architects satisfaction that the proposed product
substitution is equal to product specified, Contractor can demonstrate a specific costs
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savings, without compromising performance, that can be realized to the Owner by the
utilization of the proposed substitution
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SUBSTITUTION REQUEST PROCEDURE
If the Contractor decides to submit a request for substitution on a product or material, he /she shall
submit a written request, along with manufacturer's product literature and data for the proposed item
to the Architect for review. See Section 01340 - Submittals for general submittal requirements.
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DIVISION 1- GENERAL CONDITIONS
SECTION 01705
PROJECT CLOSEOUT
PART 1- GENERAL,
CITY OF TUKWILA,
MINKLER SHOPS — RE -ROOF
1.1 GENERAL
The provisions of this section apply primarily to closeout of actual physical work, not to
administrative matters such as final payment and change over of insurance. Closeout requirements
t , 1. In the Application for payment that coincides with, or first follows, the date
Physical Completion is claimed, show 100 percent completion for the portion of the
Work claimed as physically complete. Include supporting documents for
completion as indicated in these Construction Documents and a statement showing
an accounting of changes to the Awarded Contract Price..
2. Advise Owner of pending insurance change -over requirements.
3. Submit specific warranties, workmanship bonds, maintenance
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relate to physical completion of work, and apply to individual portions of completed work as well as
the total work Specific requirements in other sections have precedence over general requirements of
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this section.
1.2 PROCEDURES AT PHYSICAL COMPLETION
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Comply with General Conditions and complete the following before requesting Architect's
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inspection of the work, or designated portion thereof, for Physical Completion:
SUBMIT executed warranties, workmanship bonds, maintenance agreements, inspection certificates
and similar required documentation for specific units of work, enabling Owner's unrestricted
occupancy and use.
SUBMIT record documentation
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SUBMIT Operational and maintenance manuals
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COMPLETE final cleaning, and remove temporary facilities and tools. .
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REPAIR any damage to existing building or grounds.
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1.3 INSPECTION PROCEDURES
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Upon receipt of Contractor's request, Architect will either proceed with inspection or advise
Contractor of prerequisites not fulfilled. Following initial inspection, Architect will either prepare
certificate of physical completion, or advise Contractor of work which must be performed prior to
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p issuance of certificate; and repeat inspection when requested and assured that work has been
completed. Results of completed inspection will form initial "punch -list" for final acceptance.
1.4 PHYSICAL COMPLETION
A. Preliminary procedures: Before requesting inspection for certification of Physical
Completion, complete the following:
t , 1. In the Application for payment that coincides with, or first follows, the date
Physical Completion is claimed, show 100 percent completion for the portion of the
Work claimed as physically complete. Include supporting documents for
completion as indicated in these Construction Documents and a statement showing
an accounting of changes to the Awarded Contract Price..
2. Advise Owner of pending insurance change -over requirements.
3. Submit specific warranties, workmanship bonds, maintenance
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agreements, final certification and similar documents
4. Obtain and submit releases enabling the Owner unrestricted use of the
Work and access to services and utilities. Include occupancy permits,
operating certificates and similar releases.
5. Deliver tools, spare parts, extra stock and similar items. .- ".
6. Make final change over of permanent locks and transmit keys to Owner
7. Complete start -up testing of systems, and instruction of the Owner's
operating and maintenance personnel. Discontinue or change over and
remove temporary facilities from the site.
8. Complete final clean -up requirements.
1.5 PROCEDURES PRIOR TO PHYSICAL COMPLETION
Upon receipt of Contractor's notice that work has been completed, including punch -list items
r resulting from earlier inspections, and excepting incomplete items delayed because of acceptable
circumstances, Architect will inspect work. Upon completion of inspection, Architect will either
identify the project as Physical Complete and recommend final payment, or advise Contractor of
work not completed or obligations not fulfilled as required for Physical Completion. If necessary, r..,
procedure will be repeated.
.:1.6 PHYSICAL COMPLETION
Before requesting final inspection for certification of physical completion and final payment,
complete the following:
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1. Submit the final pay request with all releases and supporting documentation not
previously submitted.
2. Submit an updated final statement accounting for final additional changes.
j 3. Submit a copy of the Architect's final inspection list of items to be completed or corrected, '
stating that each item has been completed or otherwise resolved for acceptance, and that the _ r
Est has been endorsed and dated by the Architect.
4. Submit consent of surety to final payment.
5.. Submit evidence of final, continuing insurance coverage complying with
insurance requirements.
1-7 REINSPECTION PROCEDURE
The Architect will reinspect the Work upon receipt of notice that the Work, including inspection list
items form the earlier inspection, has been completed. Upon completion of inspection, the
Architect will prepare a certificate of physical completion, or advise the Contractor that work is
incomplete or of obligations that have not been fulfilled. If necessary, reinspection will be repeated.
1.8 RECORD DOCUMENT SUBMITTAL
A. Do not use record drawings for construction purposes, protect from deterioration and loss
in a secure location; provide access to record documents for Owner or Architect's reference
during construction.
B. Maintain a set of Contract Drawings and Shop Drawings. Mark the set to show the actual
installation where the installation varies substantially from the Work originally shown.
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C. Mark record sets with colored pencils, using different colors to distinguish between separate
categories of work.
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D. Maintain one complete copy of the Project Manual, including addenda, and one copy of
other written documents such as Change Orders. Mark these documents to show substantial
variations in actual Work performed in comparison with the test of the Specifications and
modifications. Upon completion of the Work, submit record Specifications to the Architect
for the Owner's records.
B. Record Product Data -Maintain one copy of each Product Data submitted. Mark these
documents to show significant variation in the actual Work performed in comparison with
information submitted. Upon completion of mark -up, submit complete set of Product Data
to the architect for the Owner's record.
F. Maintenance Manuals - Provide operating maintenance manuals per Section
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DIVISION 1- GENERAL CONDITIONS
SECTION 01730
OPERATION & MAINTENANCE MANUAL
CITY OF TUKWILA
MINKLER SHOPS RE -ROOF
PART 1- GENERAL
1.1 GENERAL
The intent of the manual is to make certain that it contains all the necessary information for the Public
Works Department to maintain the roof assembly and verify that any work on the roof surfaces, by the
`j Owner, is in conformance with the conditions of the roof warranty.
1.2 MANUAL FORM
The Contractor shall assemble an Operation & Maintenance Manual for this project based on the
following criteria:
A. Organization — the Manual shall be organized in accordance with the 16 Division CSI (I'he
Construction Specifications Institute) format. Divisions shall be flagged with divider tabs.
r' B. Size - 8 -1/2" x 11"
C. Paper — 20 pound minimum, white for typed pages
D. Test — Manufacturer's printed data, or neatly typewritten information
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E.: Drawings - Accordion fold oversize drawings to 8 -1 /2" x 11" size for binding
F. Provide fly -leaf for each separate product and major component parts of equipment followed
by typed description. Provide indexed tabs
G. Binders — Commercial quality three ring binders with hard durable and cleanable plastic cover;
maxi9mum ring size 3 minimum ring size 1"
= H. Tabs —shall be plastic coated
' L Cover — Identify front cover and each volume in case of multiple volumes, with typed title:
"Maintenance Manual for the City of Tukwila Minkler Shops Roof Replacement"
~ ~� J; 'Project — on the front cover, include Project name and address, names of Owner, Architect,
Engineers, Contractor, and completion date of project
K. Title Page = The inside title page shall include title of project and name, addresses and phone
numbers of the Architect and all consultants, general contractor and all major sub - contractors
L. Index — Provide index of contents of volume
M: Division 1 through 7 — include maintenance instructions and schedule for all equipment
n, specified in these divisions; provide product data with finishes and colors of all materials
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DIVISION 2 - SITEWORK CITY OF TUKWILA
SECTION 02060 MINKLER SHOPS RE -ROOF
DEMOLITION
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PART 1- GENERAL
a 1.1 SCOPE
The scope of work described by. this Section includes all labor and materials required for the .
demolition and removal of the existing roof flashings, downspouts, roof -top exhaust vent housings,
gravel roof ballast, built -up roof plys, and roof insulation as shown on the Drawings.
1.2 EXISTING OPERATIONS
¢. The existing Public Works Facility will remain in operation during construction, and demolition
work will be scheduled to minimiz disruption of that facility.
P �
1.3 REMOVAL
All material shall be removed from site by the Contractor.
A 4. TRAFFIC
Conduct demolition operations and removal of debris to ensure minimum interference with roads,
service yard, and other occupied or used facilities.
Provide alternate routes around closed or obstructed traffic ways as required until demolition and
clearing operations are complete.
15 PROTECTION
Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to
adjacent structures and utilities. Promptly repair damages caused to adjacent facilities by demolition
operations at no cost to the Owner. Maintain existing utilities indicated to remain, keep in service,
3.1 POLLUTION CONTROL
Use water sprinklering, temporary enclosures and other suitable methods to limit dust and dirt rising
and scattering in air to lowest practical level. Comply with governing regulations pertaining to
environmental protection.
Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition
operations, as directed by Architect or governing authorities. Return adjacent areas to conditions
existing prior to start of work.
`-" of work described in Section 03000Concrete..
3.2 DISPOSAL
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DIVISION 5 - METALS
SECTION 05120
MISCELLANEOUS METALS
PART 1- GENERAL
CITY OF TUKWILA
MINKLER SHOPS RE -ROOF
1.1 CODES AND STANDARDS
AISC "Code of Standard Practice for Steel Buildings and Bridges "; AISC "Specifications for
r the Design, Fabrication, and Erection of Structural Steel for Buildings" including
"Commentary "; AWS "Structural Welding Code "; comply with applicable provisions except
as otherwise indicated.
. - 1.2 SCOPE OF WORK
The scope of work described by this Section includes all the labor and material required for
the installation of steel, steel plates and steel framing connectors angles, and miscellaneous
fabricated steel fasteners as part of the structural building repairs as shown on the Drawings.
71 1.3 RELATED WORK — Section 07400 SBS Membrane Roofing, Section 06100 Rough
Carpentry, Section 09900 Painting
-,. 1.4 SUBMITTALS
1.5 QUALITY ASSURANCE
Comply with applicable provisions of AWS D1.1 "Structural Welding Code - Steel ", AWS
D1.2 "Structural Welding Code - Aluminum ", and AWS D1.3 "Structural Welding Code -
Sheet Steel." Certify that each welder has satisfactorily passed AWS qualifications test for
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welding process and is currently certified.
PART 2 - PRODUCTS
2.1 STEEL PLATES, SHAPES, BARS, AND Tubing
a . ASTM A 36.
2.2 FASTENERS
i ! : High- strength bolts and nuts, ASTM A 325 or A 490; unfinished bolts and nuts, ASTM A
�.; 307, Grade A Provide plated fasteners complying with ASTM B 633, Class FE /Zn 25 for
electro- deposited zinc coating, for exterior use or where built into exterior walls..
2.3 SHOP PAINT
FS TT-P -86, Type II; or, SSPC -Paint 14.
2.4 GALVANIZING
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All steel connectors and framing located at building exterior shall be hot - dipped galvanized
per ASTM A 53.
2.5
GALVANIZING REPAIR PAINT
High zinc- dust - content paint for re- galvanizing welds in galvanized steel with dry film
containing not less than 94% zinc dust by weight, and complying with DOD -P 21035 or
AIR
SSPC -Paint 20.
2.6
NON - SHRINK GROUT
Ferrolith G as manufactured by Sonneborn or approved equal.
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PART 3 - EXECUTION
- 3.1
FABRICATION
Comply with AISC "Specifications" and final shop drawings. Mark and match mark units
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for field assembly.'
3.2
CONNECTIONS
C
As shown on final shop drawings. Use high- strength bolts for field connections, except as"
otherwise indicated. Comply with AWS Code for procedures, appearance, and quality of
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welds.
3.3
PROVISIONS FOR OTHER WORK
Fabricate structural steel members to provide holes for securing other work and for passage .
of other work through steel framing as indicated.
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SHOP PAINTING
Paint structural steel work, except members or portions of members embedded in concrete
or mortar, and contact areas to be welded or riveted. Clean steel free of loose mill scale,.
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rust, oil and grease. Apply prime paint to provide a minimum dry film thickness of 2.0 mils.
.5.
4.
ERECTION:
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Comply with AISC Code and Specifications, and maintain work in safe and stable condition
during erection. Provide temporary bracing and shoring as required; remove when final
connections placed.
" 3.6
FIELD WELDING
A. Use materials and methods that minimize distortion and develop strength and
corrosion resistance of base material.
B. Remove welding flux immediately.
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C. At exposed connections, finish exposed welds and surfaces smooth and blended so
that no roughness shows after finishing, and contour of welded surface matches
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3.7
TOUCH UP
A. Touch -up prime paint after erection. Clean field welds, bolted connections and
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A. Light - Framing (all plates, studs, grounds and blocking): Grade and species indicated:
Douglas Fir # 2.
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B. Fasteners and Anchorages: Of size, type, material and finish suited to application shown
and complying with applicable standards including FS FF -N -105 and FF -W -92 and ANSI
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B18.6.1.' Provide metal hangers and framing anchors of size and type recommended for
P ro intended use by manufacturer. Hot -dip galvanize fasteners and anchorages for work
exposed to weather, in ground contact and high relative humidity to comply with ASTM A
G .;1 153.
C. Preservative pressure treat all lumber with water -borne preservatives to comply with AWPB
Quality Standard LP -2 (minimum retention of 0.25 lbs. per cubic ft.) for above ground use.
l Wood for above ground use is shall be non - incised.
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1. Treat sills, blocking and furring, and similar items in direct contact with concrete.
2. Treat all framing and blocking above roof decking
3. Treat wood elsewhere where shown on Drawings.
PLYWOOD
Provide APA graded panels, 5 plys, complying with PS 1 /ANSI ABBE -1 for type of
applications indicated -1/2" CDX for roof sheathing, as shown.
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PART
3 - EXECUTION
3.1
INSTALLATION
A. Install rough carpentry work to comply with "Manual of House Framing" by National
Forest Products Assoc. (N.F.P.A.) and with recommendations
of .American Plywood Association (AA), unless otherwise indicated. Set carpentry work to
required levels and lines, with members plumb and true and cut to fit.
ATTACHMENT
Securely attach carpentry work to substrates and supporting members using fasteners of size that will
not penetrate members where opposite side will be exposed to view or receive finish materials.
Install fasteners without splitting wood; fasten panel products to allow for expansion at joints unless
Otherwise indicated.
FASTENING
Secure framing, plates and blocking to adjacent material with galvanized Fasteners as shown on
drawings and required by governing codes.
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DIVISION 7 - THERMAL & MOISTURE PROTECTION CITY OF TUKWILA
SECTION 07400 MINKLER SHOPS —RE -ROOF
SBS MEMBRANE ROOFING
PART 1- GENERAL
1.1 SCOPE OF WORK
r�et The scope of work of this Section includes all labor and material required to U
,, .:. install a complete two ply torch -down roofing system at Building "C" & "D" as 0 Co
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shown on the Drawings.
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See Section 02060 Demolition for existing roof removal, W
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Section 07600 Flashing and Sheet Metal for related work. LL Q
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materials to avoid water damage, and store rolled goods on end. Comply with U O
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installation and associated work, meet at Project site with Installer, Z
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Tour roof areas and inspect substrates, curbs, and penetrations
and other work that will affect installation of roofing.
2. Review roofing system and sequence of work.
3. Review weather conditions and procedures for coping with
unfavorable conditions including temporary roofing and
s substrate protection.
B: Proceed with roofing installation only when all penetrating work has
been completed, substrate is dry and weather conditions are favorable.
Follow manufacturer's recommendations for placement of all roofing
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1 SUBMITTALS
¢ A. Submit manufacturer's complete product and installation information
for all roof components including insulation, tapered coverboard. and
cant strips.
07400-1
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B. Following pre - installation walkthough, submit letter from roofing
manufacturer stating the roof conditions as found, and the roofing
system as specified are acceptable.
.1.6 WARRANTY
Provide manufacturer's standard 10 year roof warranty for the complete roof
system from date of physical completion. of all roofing work. The 10 year
warranty shall cover all labor and material required to correct all deficiencies in
the roof system during the entire warranty period.
1.7 QUALIFICATIONS
Roof installer shall have been in continual practice for the last 5 years and have
shall have installed at least 5 roofing projects in similar scope to this project,
utilizing a two ply SBS torch -down roof system.
1.8 COLOR
The Architect shall select the color of the cap sheet granules from standard
colors available from the manufacturer.
PART 2 - PRODUCTS
2.1 ROOFING SYSTEM
Roofing system shall consist of a two plys of a prefabricated fiberglass
i reinforced, Styrene - Butadiene (SBS) copolymer modified asphalt membrane
secured to the prepared tapered coverboard or faced rigid roof insulation
surface .
2.2 MATERIALS (numbers refer to JohnsManville system)
Base layer — Dynaweld Base ASTM D 6163 Type 1, Grade S.adhered to
tapered coverboard or faced insulation board with cold set adhesive
' MBR Cold Application Adhesive
Granular Surfaced Cap sheet — Dynaweld Cap FR ASTM D 6163 Type
1 torchdown to base sheet
Counter Flashing — DynaFlex ASTM D6221 Type 1 with granular surface to
match cap sheet.
2.3 INSULATION BOARD
"Pyrox" polyisocyanurate board as manufactured by Apache ISO Products or
approved equal.. Mechanically fastened to the existing wood roof deck at
Building "D" as recommended by manufacturer. Provide "Pyrox" where flat
boards are scheduled and tapered "Pyrox" at sloped assemblies as shown.
2.4 ` TAPERED COVERBOARD
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written instructions and will comply with the following requirements.
3.2 ROOF PREPARATION
, A. Remove all existing roof plys that are loose.
B. Clean wood deck of all debris and loose material
C. Prime all existing exposed concrete roof deck surfaces as recommended by the.
Manufacturer.
a 3.3 INSULATION
E: Install insulation over wood roof deck at Building "D" by mechanically fastening with
FM approved fasteners with plates in accordance with manufacturer's
E recommendations. Stagger all joints of insulation layers.
3.4 COVERBOARD ,
Secure tapered coverboard to faced insulation or existing roofing over concrete .
decking by setting in full coat of bonding adhesive, in accordance with manufacturer's
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"Tapered Millox" coverboard as manufactured by Apache ISO Produsts
or approved equal. at wood deck roof at Building "D ".
B.
Tapered Recover Board at Building "C" and the concrete roof portion
at Building "D ".- Approved materials: Tapered by Apache, Tapered
Fesco Board by JohnManville, EnergyGuard "Perlite" Taper by GAF
or approved equal.
2.5 ACCESSORIES
+:
A.
Cant Strips - JohnsManville "FesCant Plus"
"
B.
Caulking- Sealants - A single component high performance. elastomeric
sealant - Sonolastic NP -1 by Sonneborn Building Products or Chem-
Calk 900 by Bostic.
C.
Wood nailers - pressure treated doug -fir in sizes and configuration as
shown on the Drawings.
'
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Parapet counterflashing — Granuale sufaced torchdown counter flash
sheet to match cap sheet at roof.
E.
Cement adhesive — JohnsMansville MBR Cold Application Adhesive or
approved equal.
F.
Insulation Fasteners — Firestone Wood Deck Fasteners with Insulation
Plates or approved equal.
PART
3 - EXECUTION
3:1 ` GENERAL
The complete roof assembly shall be installed in strict accordance with manufacturer's
written instructions and will comply with the following requirements.
3.2 ROOF PREPARATION
, A. Remove all existing roof plys that are loose.
B. Clean wood deck of all debris and loose material
C. Prime all existing exposed concrete roof deck surfaces as recommended by the.
Manufacturer.
a 3.3 INSULATION
E: Install insulation over wood roof deck at Building "D" by mechanically fastening with
FM approved fasteners with plates in accordance with manufacturer's
E recommendations. Stagger all joints of insulation layers.
3.4 COVERBOARD ,
Secure tapered coverboard to faced insulation or existing roofing over concrete .
decking by setting in full coat of bonding adhesive, in accordance with manufacturer's
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3.5 ROOF MEMBRANE INSTALLATION
A. Apply roofing in accordance with roofing system manufacturer's instructions
and the following requirements. Application of roofing shall immediately
follow application of insulation as a continuous operation.
B. Prime metal flanges (all jacks, edge metal, drain & vent flashing, etc.) and other
contact material with a uniform coating of ASTM D 41-85 asphalt primer.
C. Set cant strips in full bed of adhesive.
D.`: Base Sheet installation — Torch down base sheet to coverboard or faced
insulation board in accordance with manufacturer's recommendations
E. Cap Sheet Application — Fully torch-down cap sheet to base sheet in
accordance with manufacturer's instructions.
3.6 GRANULE EMBEDMENT
Broadcast mineral granules over all bitumen overruns on the finish ply surface,
while the bitumen is still hot, to ensure a monolithic surface color.
3.7 GRANULE SURFACED FLASHING
Flash concrete parapet wall at Building "D" and curbs using the reinforcing sheet and
the granule surfaced flashing sheet. Apply the reinforcing sheet to incorporate
minimum 3 inch laps extending the sheets a minimum of three inches onto the base ply
surface and to and over the top of the parapet wall or curb. Nail the reinforcing sheet
on twelve inch centers in all directions to the vertical wood surface from the top of the
cant to top of wall. Heat weld the remainder of sheet that extends over the cant and
roof level. Terminate the finish ply at the top the cant and prepare the surface area
that is to receive flashing coverage by application of asphalt primer to granule surface,
allowing primer to dry thoroughly. Cut the granule surfaced flashing into lengths that
can be easily handled. Apply a uniform coat of PA -1021 Plastic Cement to the back of
the flashing sheet as well as the area to receive flashing coverage. Set the flashing in
place while exerting pressure on the flashing sheet to ensure complete contact with the
wall/roof surfaces and to prevent pockets. Check and seal all loose laps and edges.
Nail the top edge of the flashing on nine inch centers.
3.9 WATER CUT-OFF
At end of days work, or when precipitation is imminent, construct a water cut-off at all
open edges. Cut-offs can be built using asphalt or plastic cement and roofing felts,
constructed to withstand protracted periods of service. Cut-offs must be completely
removed prior to the resumption of roofing work.
3.9 SEALANT
Caulk all exposed finish ply edges at flashing edge, waste stacks,.vent stacks, etc. with a
smooth continuous bead of sealant..
3.10 FLASHINGS
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Install flashing and in accordance with manufacturer's recommendations - See Section 07600.
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3.11
CLEANING
Remove trash and debris from jobsite. Repair any damage caused by work of this section.
3.12
FIELD QUALITY CONTROL
Finished roof membrane must be solid and watertight .Inspect roof and make necessary
corrections /repairs to ensure proper installation. Notify the manufacturer by means of
manufacturer's printed Notification of Completion form at job completion in order to schedule
a final inspection date.
~: 3.13
TEMPORARY RAINWATER CONTROL
Until the gutters and downspouts are in place, the Contractor shall put in place temporary
measures as required to prevent rainwater run -off from roof areas from damaging surrounding
building elements or grades.
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PROTECTION
Protect finished roof areas from damage until final acceptance of the installation.
During roofing process, all edges of the roof shall be mopped in at the end of the working day,
in accordance with manufacturer's instructions to protect roof plys, insulation and decking
from weather.
3.15:
FINAL INSPECTION
Hold a meeting at the completion of the project attended by all parties that were involved in the
roofing work, including the manufacturer's representative Following correcting of any
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DIVISION 7 - THERMAL & MOISTURE CITY OF TUKWILA
SECTION 07600 MINKLER SHOPS — RE -ROOF
FLASHING AND SHEET METAL
PART 1- GENERAL
1.1 STANDARDS
Conform to profiles and sizes shown, and comply with "Architectural Sheet Metal
Manual" by SMACNA, for each general category of work required.
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1.2 SCOPE OF WORK
A. The scope of work described by this Section includes all labor and material required for the
complete installation of miscellaneous flashing and sheet metal work associated with the
install ation of the new roofing, gutters and downspouts.
'
B. The subcontractor responsible for the installation of the new roofing shall also furnish and
install all items of flashing and sheet metal associated with the roof. installation.
13 RELATED WORK
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See Section 07400 SBS Membrane Roofing and Section 07650 Gutters and. Downspouts
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1.3 SUBMITTALS
Submit shop drawings showing material, configurations and attachment of all flashing components.
{
PART 2 - PRODUCTS
2.1 GALVANIZED STEEL SHEETS (Material supplied as part of Base Bid Work)
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ASTM A 526, 0.20 per cent copper, 24 gauge unless shown otherwise, ASTM A 525 designation
G90 hot -dip galvanized, mill phosphatized
2.2 PRE- FINISHED MATERIAL (Material supplied as part of Bid Additive No. 1)
'
All cap flashing, edge flashing and sheet metal trim associated with the 1 roofing installation shall be
- '
pre- finished pre - formed 24 ga galy. steel with baked -on enamel coating with finish equal to Kynar
500 under Bid Additive No. 1 work. Color will be selected from manufacturer's standard colors.
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• 2.3 EXPANSION JOINTS
Provide for thermal expansion of running sheet metal work, by overlapping and interlocking joints in
fabricated work.
2.4 RIVETS
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Install rivets to secure flashing joints at corner laps and ends of all flashing runs.
2.5 FASTENERS
Cadmium plated steel screws with neoprene head washers, Pre - finished to match flashing.
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.2.6 SEALANT
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Two part Polysulfide sealant TREMCO Dymonic or approved equal.
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2.7 FABRICATION
Fabricate sheet metal with lapping seams; seal seams with sealant at working joints with 6" min. lap,
and where required for strength or water tightness, rivet seams and joints,
2.8 PROFILES
The profiles of the roof cap flashing and edge flashing at the SBS Roofing shall be standing seam
joints, and other flashing profiles when not indicated shall be standard configurations.
PAR 3-EXECUTION
j.
3.1 ANCHORAGE
Anchor work in place with non -corrosive fasteners, adhesives, setting compounds, tapes and other
materials and devices as recommended by manufacturer of each material or system. Provide for
thermal expansion and building movements. Comply with recommendations of "Architectural Sheet
Metal Manual" by SMACNA.
3.2
CAULKING
Seal moving joints in metal work with elastomeric sealants, complying with FS 001543. Install
sealant cdndnuously where flashing adjoins another material.
5.3
COATING
Coat back side of fabricated sheet metal with 15 mil sulfur -free bituminous coa tin g, FS IT -C-494
where required to separate metals from corrosive substrates including wood and other absorbent
materials.
3.4
CLEANING
Clean metal surfaces of all substances which could cause corrosion.
3.5
PERFORMANCE
-tight/weatherproof performance rmanc e of flashing is required.
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3.6 INSTALLATION
Do not install products that are observed to be defective in any way. Install
er from warp, twist or distortion.
products rigid, in p erfect alignment, free W
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DIVISION 7 - THERMAL & MOISTURE CITY OF TUKWILA
SECTION 07650 MINKLER SHOPS — RE-ROOF
GUTTERS & DOWNSPOUTS
PART
1- GENE
1.1
STANDARDS
Conform to profiles and sizes shown, and comply with "Architectural Sheet Metal
Manual" by SMACNA, for each general category of work required.
1.2
SCOPE OF WORK
A. The scope of work described by this Section includes all labor and material required for the
complete installation of aluminum gutters and PVC downspouts at Building "C" &'D"as
part of work under the Base Bid.
...........
1J.:
SUBMITTALS
Submit manufacturer's product data and installation procedures.
RELATED WORK
See Section 07600 Flashing and Sheet Metal Work; For approved sealants, see Section 07900 -
Sealants
AS'
COLOR
Color of gutters and downs[pouts will be selected by the Architect from Manufacturer's standard
colors.
P A RT
AR
2 - P R ODUCTS
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2.1
GUTTERS
Pre- formed aluminum gu tters with built-in debris diverter — 'Teaf Guard Northwest" Kent, WA
:PH: 253-872-7583, or approved equal. Color of gutters to be selected from manufacturer's standard
colors.
EXPANSION JOINTS
Provide for thermal expansion of running sheet metal work, by overlapping and
interlocking joints in fabricated work as recommended by manufacturer.
2.3,
FASTENERS
Manufacturer's standard metal brackets secured to fascia with screws
.2.4
SEALANT
1 .
One part Polysulfide sealant TREMCCI Dymonic or approved equal.
2.5
DOWNSPOUTS
4" Dia. PVC downspouts as shown on drawings. Downspouts and Tee are to be painted to match
the siding.
2.5
DOWNSPOUT STRAPS
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I ; DIVISION 7 - THERMAL & MOISTURE CITY OF TUKWILA
SECTION 07900 MINKLER SHOPS - RE -ROOF
►! . SEALANTS
r PART 1- GENERAL
1.1 SCOPE
The scope of work described by this Section includes all labor and material required for the
complete installation of the general sealant application as shown on the Drawings.
1.3
COLORS
Manufacturer's standard highest- performance color; except "black" where exposed to view: Color of .
sealant will be selected by Architect from manufacturer's standard colors.
14
COMPATIBILITY
Provide materials selected for compatibility with each other and with substrates in each joint system.
1.5
SUBMITTALS
f
Submit manufacturer's product data and color selections for each sealant type
QUALITY ASSURANCE
A. Engage an Installer who has experience in the application of sealants
on past projects that were similar in design and extent to the work of this Project.
B. Provide elastomeric joint sealants that have been produced and installed to establish and
maintain watertight and airtight continuous seals without causing staining or deterioration of
Joint substrates.
PART
2 - PRODUCTS
2.1
SEALANTS FOR GENERAL EXTERIOR USE
Single- Component Polysulfide Sealant: ASTM C 920 Type S Class 25, or FS TT-S- 00230C Class A,
or single - component polyurethane sealant: ASTM C920 Type M, Grade NS, Class 25. TT-S-
00227E.
A. Approved products -
"Synthacalk GC -9 as manufactured by Pecoral Corporation
"Dymeric 511" as manufactured by Tremco Construction Products
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"Thiokol 1 -P" as manufactured by Morton Industrial Coatings
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STANDARDS
DIVISION 9 - FINISHES CITY OF TUKWILA
SECTION 09900 MINKLER SHOPS — RE -ROOF
PAINTING
Architectural Painting Specification Manual and Maintenance Repainting Manual
► i
1- E E
1.1 SCOPE
}
The scope of work described by this section includes all material and labor required for the surface
preparation and the exterior painting of the new metal flashing and exposed wood roof edge framing
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as scheduled herein and as shown on the Drawings.
:.1.2' SUBMITTALS
tic
In addition to manufacturer's data, application instructions and label analysis for each coating
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material, submit samples for Architect's review of color and texture only.
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1.3 SAMPLE
On 8- 1/2'x11" hardboard, provide 2 samples of each color and material, with texture to simulate
finish conditions.
A. Paint manufacturer's name (Brand name)
1.4 DESCRIPTION OF WORK
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STANDARDS
All painting work shall conform to the standards for materials and workmanship in the
Architectural Painting Specification Manual and Maintenance Repainting Manual
latest edition, published by Master Painters Institute locally available at Washington State
Council — Painting and Decorating Contractors of America - ph: 206 - 243 -7477 located at
8700 SW 136 St., Burien, WA 98166.
a`
17 `
RECORD IF PAINT MATERIALS
The Contractor shall, on completion of the work, deliver to the Park's Department, in the form
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prescribed in Section 01730 under "Operation and Maintenance Manual" following information:
A. Paint manufacturer's name (Brand name)
B ` Color schedule showing location, substrates, colors, sheens.
Color names and color numbers
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.C.
D. Local sources (address and phone no.) for each paint material used.
E. Manufacturer's instructions for application, maintenance, etc.
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F. Manufacturer's instructions for touch -up and repair of finished surfaces.
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G. Color formula
1.8
QUALITY ASSURANCE
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A. Employ only qualified journeymen. Apprentices may be employed working i
under qualified journeymen's directions in accordance with trade regulations.
PART 2 - PRODUCTS j Z
2.1 PAINT MATERIALS + H Z
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A. Galvanized steel- One coat of cleaner/ neutralizer for galvanized surfaces- One coat noxide W O
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3.1 DELIVERY AND STORAGE v
Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name, y p F
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' 3:2 PROTECTION
Protect work of other trades. Correct an p ainting related dam b cleani r Y g g Y g� p g or
replacing, and refinishing, as directed by Architect.
3.3 MOISTURE CONDITIONS
Substrate moisture content - test for moisture content by use of an approved electronic moisture
meter; to assure that substrate moisture content does not exceed 17% for plaster, concrete masonry, 3
drywall, and plywood siding, and 19% for wood trim.
ti
3.4 , COORDINATION
Provide finish coats which are compatible with prime paints used. Provide barrier coats over
incompatible primers where required. Notify Architect in writing of anticipated problems using Vie;
specified coatings with substrates primed by others.
3.5 JOB CONDITIONS
Do no exterior work during damp, rainy, or frosty weather or when temperature is below 50 degrees, > s,
or until surfaces have thoroughly dried from the• effects of such weather. Protect work from wind
blown dust and debris. Maintain interior temperatures at 60 degrees during application and until
�i.�►..
09900-2
paint is . Kee rooms ventilated and floors free from dirt and debris before aintin has started.
p �Y p P g
Protect all items that are installed before painting operations are complete. Protect all surfaces not
scheduled to be painted. In the event that surfaces that are not scheduled to be painted are splashed
with paint or otherwise disfigured, and if the paint cannot be removed, the Contractor shall be
responsible to remove and replace that material.
i •:i
3.6 SURFACE PREPARATION
Perform preparation and cleaning procedures in strict accordance with coating manufacturer's
instructions for each substrate condition.
3.97 MATERIAL PREPARATION
Mix, prepare, and store painting and finishing materials in accordance with manufacturer's
directions.
3.8 APPLICATION
A. Apply painting and finishing materials in accordance with manufacturer's directions. Use
applicators, and techniques best suited for materials and surfaces to which applied. Where
more than one coat of paint is required, the Architect shall inspect the application before
application of succeeding coat
Apply additional coats when undercoats, stains or other conditions show through final paint
coat, until paint film is of uniform finish, color and appearance.
Finish exterior doors on tops, bottoms and edges same as interior faces, unless
otherwise indicated.
Sand lightly between succeeding enamel or urethane coats.
Apply prime coat to material which is required to be painted or finished, and
which has not been prime coated by others.
Apply sealant or filler at all joints at wood trim and at all joints between trim and
dissimilar materials. Sealant to be smoothly and completely tooled into the joint prior
to painting.
Completed Work: Match approved samples for color, texture and coverage.
Remove, refinish or repaint work not in compliance with specified requirements.
Paint interior surfaces of ductwork exposed to view flat black.
3.9 LEFT OVER MATERIAL
After completion of painting work, painting contractor shall remove and dispose of from site all
f_
thinners, reducers, additives, paint supplies and any debris resulting from painting work.
3.10 PROTECTION OF COMPLETED WORK
Erect barriers as required and post warning signs. Prohibit dust generation activities when paint
1 applications are applied or are curing.
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Apply additional coats when undercoats, stains or other conditions show through final paint
coat, until paint film is of uniform finish, color and appearance.
Finish exterior doors on tops, bottoms and edges same as interior faces, unless
otherwise indicated.
Sand lightly between succeeding enamel or urethane coats.
Apply prime coat to material which is required to be painted or finished, and
which has not been prime coated by others.
Apply sealant or filler at all joints at wood trim and at all joints between trim and
dissimilar materials. Sealant to be smoothly and completely tooled into the joint prior
to painting.
Completed Work: Match approved samples for color, texture and coverage.
Remove, refinish or repaint work not in compliance with specified requirements.
Paint interior surfaces of ductwork exposed to view flat black.
3.9 LEFT OVER MATERIAL
After completion of painting work, painting contractor shall remove and dispose of from site all
f_
thinners, reducers, additives, paint supplies and any debris resulting from painting work.
3.10 PROTECTION OF COMPLETED WORK
Erect barriers as required and post warning signs. Prohibit dust generation activities when paint
1 applications are applied or are curing.
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END OF SECTION
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BUILDING "C"
SHEAR WALL (SW) SCHEDULE NO.1
SW. No.
Length Total Shear Unit Shear
Attachment
Bolt /Dowel
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(ft)
(V) (v)
Detail *
Spacing
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20'
6529 326 PLF
1 /S -7 (SIN4.)
4' -0" C.C.
2
137'
23500 172
NA
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20'
NA NA
NA
NA
3A
24'
NA NA
NA
NA
4
20'
NA NA
NA
NA
5
19'
9091 478
1 /S -6
2' -0"
6
24'
1700 71
1 /S -6
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7
247'
3600 128
NA
NA
8
20'
19600 817
1 /S -6
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9
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19600 817
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20'
2562 128
1 /S -6
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11
20'
6900 345
1 /S -7 (SIM.)
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12
103'
9800 95
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SW. No.
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Unit Shear
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BUILDING "D"
SHEAR WALL (SW) SCHEDULE NO.2
SW. No.
Length
Total Shear
Unit Shear
Attachment
Bolt /Dowel
(ft)
(V)
(v)
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Spacing
1
20'
1700
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1 /S -7 (SIM.)
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1372
257
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NA
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1372
257
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NA
4
20'
3400
170
1 /S -7
4' -0"
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5.33'
1372
261
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NA
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5.33'
1372
261
NA
NA
6A
20'
3400
170
1 /S -6
4' -0"
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5.33'
1372
261
NA
NA
8
5.5'
1372
261
NA
NA
9
20'
1700
85
1 /S -7 (SIM.)
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10
3.5'
1440
411
NA
NA
11
25'
2710
108
1 /S -9
4' - 0 "
12
15.5'
8230
531
NA
NA
13
21'
2304
108.
1 /S -9
4' -0"
14
21'
2304
108
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15
20'
2304
108
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16
11.5'
1262
108
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2600
137
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4' -0"
18
20.5'
2600
137
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19
8.5'
2690
316
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1.5'
20
8.5'
2690
316
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1.5"
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20'
5380
269
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4' -0'
22
3.67'
2600
708
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22A
4.25'
2600
612
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23
25'
2710
108
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4' -0"
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3.5'
1440
411
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1.5"
25
25'
5420
217
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4' - 0 "
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6.5'
2675
411
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1.25'
27
6.5'
2675
411
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1.25'
28
25'
5420
217
1 /S -9
4' -0" C.C.
Note: Where Detail 1 /S -6 is scheduled and the joint between the concrete deck
roof panels is not centered over the wall below, the Contractor shall make the roof
to wall connection as shown on Detail l /S -7
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State of Washington
DEPARTMENT OF LABOR AND INDUSTRIES
Prevailing Wage Section - Telephone (360) 902 -5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage Rates For Public Works Contracts
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits.
On public works projects, workers' wage and benefit rates must add to not less than this total. A brief
description of overtime calculation requirements is provided on the Benefit Code Key.
KING COUNTY
Effective 03 -03 -05
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code gQk
ASBESTOS ABATEMENT WORKERS
JOURNEY LEVEL
$32.61
1N
5D
BOILERMAKERS
JOURNEY LEVEL
$33.32
1
BRICK AND MARBLE MASONS
JOURNEY LEVEL
$39.87
1 M
5A
CABINET MAKERS (IN SHOP)
JOURNEY LEVEL
$16.67
1
CARPENTERS
ACOUSTICAL WORKER
$39.11
1M
5D
BRIDGE, DOCK AND WARF CARPENTERS
$38.95
1M
5D
CARPENTER
$38.95
1M
5D
CREOSOTED MATERIAL
$39.05
1M
5D
DRYWALL APPLICATOR
$39.63
1M
5D
FLOOR FINISHER
$39.08
1M
5D
FLOOR LAYER
$39.08
1M
5D
FLOOR SANDER
$39.08
1M
513
MILLWRIGHT AND MACHINE ERECTORS
$39.95
1M
5D
PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING
$39.15
1M
5D
SAWFILER
$39.08
1M
5D
SHINGLER
$39.08
1M
513
STATIONARY POWER SAW OPERATOR
$39.08
1M
5D
STATIONARY WOODWORKING TOOLS
$39.08
1M
5D
CEMENT MASONS
JOURNEY LEVEL
$40.01
1M
5D
DIVERS 8 TENDERS
DIVER
$80.62
1M
5D
DIVER TENDER
$41.72
1M
5D
DREDGE WORKERS
ASSISTANT ENGINEER
$39.52
1B
5D
ASSISTANT MATE (DECKHAND)
$38.76
1B
5D
BOATMEN
$39.52
1 B
5D
ENGINEER WELDER
$39.57
1B
5D
LEVERMAN, HYDRAULIC
$41.04
113
5D
MAINTENANCE
$38.76
18
5D
MATES
$39.52
1B
5D
OILER
$39.16
1B
5D
DRYWALL TAPERS
JOURNEY LEVEL
$39.44
11
5B
ELECTRICAL FIXTURE MAINTENANCE WORKERS
JOURNEY LEVEL
$18.69
1
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Effective 03 -03 -05
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Over
?'
PREVAILING
Time
Holiday Note
Classification
WAGE
Code
Code Code
M,
ELECTRICIANS - INSIDE
"
CABLE SPLICER
$49.51
1D
6H
CABLE SPLICER (TUNNEL)
$53.31
1D
6H
CERTIFIED WELDER
$47.79
1D
6H
1 `
CERTIFIED WELDER (TUNNEL)
$51.41
1D
6H
i
CONSTRUCTION STOCK PERSON
$24.33
1D
6H
JOURNEY LEVEL
$46.06
1D
6H
JOURNEY LEVEL (TUNNEL)
$49.51
1D
6H
ELECTRICIANS - MOTOR SHOP
CRAFTSMAN
$15.37
2A
6C
JOURNEY LEVEL
$14.69
2A
6C
ELECTRICIANS - POWERLINE CONSTRUCTION
CABLE SPLICER
$50.84
4A
5A
I
CERTIFIED LINE WELDER
$46.37
4A
5A
GROUNDPERSON
$33.64
4A
5A
HEAD GROUNDPERSON
$35.46
4A
5A
!
HEAVY LINE EQUIPMENT OPERATOR
$46.37
4A
5A
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JACKHAMMER OPERATOR
$35.46
4A
5A
JOURNEY LEVEL LINEPERSON
$46.37
4A
5A
LINE EQUIPMENT OPERATOR
$39.50
4A
5A
IW�
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POLE SPRAYER
$46.37
4A
5A
POWDERPERSON
$35.46
4A
5A
ELECTRONIC & TELECOMMUNICATION TECHNICIANS
.
JOURNEY LEVEL
$12.07
1
ELEVATOR CONSTRUCTORS
MECHANIC
$52.27
4A
6Q,�
MECHANIC IN CHARGE
$57.41
4A
6Q
1
FABRICATED PRECAST CONCRETE PRODUCTS
ALL CLASSIFICATIONS
$11.90
2K
6S'
FENCE ERECTORS
FENCE ERECTOR
$18.71
1
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FENCE LABORER
$12.77
1
1
FLAGGERS
JOURNEY LEVEL
$27.93
IN
5D
GLAZIERS'
}
JOURNEY LEVEL
$39.96
2E
5G
HEAT & FROST INSULATORS AND ASBESTOS WORKERS
MECHANIC
$41.93
IF
5E
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HEATING EQUIPMENT MECHANICS
i
MECHANIC
$33.65
1
HOD CARRIERS & MASON TENDERS
JOURNEY LEVEL
$33.09
IN
5D
"
INDUSTRIAL ENGINE AND MACHINE MECHANICS
MECHANIC
$15.65
1'
INDUSTRIAL POWER VACUUM CLEANER
JOURNEY LEVEL
$9.07
1
INLAND BOATMEN
CAPTAIN
$35.14
iK '
5B
COOK
$30.11
1K
5B
S
DECKHAND
$29.09
1K
5B
.
ENGINEER/DECKHAND
$31.66
1K
5B
MATE, LAUNCH OPERATOR
$33.24
1K
5B
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KING COUNTY
Effective 03 -03 -05
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code gzg gzLq
INSPECTION /CLEANING /SEALING OF SEWER & WATER
SYSTEMS BY REMOTE CONTROL
CLEANER OPERATOR, FOAMER OPERATOR
$9.73
1
GROUT TRUCK OPERATOR
$11.48
1.
HEAD OPERATOR
$12.78
1
TECHNICIAN
$7.35
1
TV TRUCK OPERATOR
$10.53
1
INSULATION APPLICATORS
JOURNEY LEVEL
$38.95
1M
5D
IRONWORKERS
JOURNEY LEVEL
$43.12
113
5A
LABORERS
ASPHALT RAKER
$33.09
IN
5D
BALLAST REGULATOR MACHINE
$32.61
IN
5D
BATCH WEIGHMAN
$27.93
1N
5D
BRUSH CUTTER
$32.61
1 N
5D
BRUSH HOG FEEDER
$32.61
1 N
5D
BURNERS
$32.61
1N
5D
CARPENTER TENDER
$32.61
1 N
5D
CASSION WORKER
$33.45
1 N
5D
CEMENTDUMPER/PAVING
$33.09
1N
5D
CEMENT FINISHER TENDER
$32.61
1 N
5D
CHANGE - HOUSE MAN OR DRY SHACKMAN
$32.61
1 N
5D
CHIPPING GUN (OVER 30 LBS)
$33.09
1N
5D
CHIPPING GUN (UNDER 30 LBS)
$32.61
1 N
5D
CHOKER SETTER
$32.61
IN
.5D
CHUCKTENDER
$32.61
IN
5D
CLEAN -UP LABORER
$32.61
IN
5D
CONCRETE DUMPER/CHUTE OPERATOR
$33.09
IN
5D
CONCRETE FORM STRIPPER
$32.61
IN
5D
CONCRETE SAW OPERATOR
$33.09
1N
5D
CRUSHER FEEDER
$27.93
IN
5D
CURING LABORER
$32.61
IN
5D
DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED
$32.61
IN
5D
DITCH DIGGER
$32.61
IN
5D
DIVER
$33.45
IN
5D
DRILL OPERATOR (HYDRAULIC, DIAMOND)
$33.09
IN
5D
DRILL OPERATOR, AIRTRAC
$33.45
1 N
5D
DUMPMAN
$32.61
IN
5D
EPDXY TECHNICIAN
$32.61
1N
5D
EROSION CONTROL WORKER
$32.61
1 N
5D
FALLERIBUCKER, CHAIN SAW
$33.09
IN
5D
FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window cleaning; NOT
$25.61
1N
5D
construction debris cleanup)
FINE GRADERS
$32.61
IN
5D
FIRE WATCH
$27.93
1 N
5D
FORM SETTER
$32.61
IN
5D
GABION BASKET BUILDER
$32.61
IN
5D
GENERAL LABORER
$32.61
IN
5D
GRADE CHECKER & TRANSIT PERSON
$33.09
IN
5D
GRINDERS
$32.61
IN
5D
GROUT MACHINE TENDER
$32.61
IN,
5D
Page 3
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KING COUNTY
Effective 03 -03 -05
(See Benefd Code Key)
Over
PREVAILING
Time
Holiday Note
Classification
WAGE
Code
Code C
GUARDRAIL ERECTOR
$32.61
IN
5D
HAZARDOUS WASTE WORKER LEVEL
$33.45
IN
5D
HAZARDOUS WASTE WORKER LEVEL B
$33.09
1 N
5D
HAZARDOUS WASTE WORKER LEVEL C
$32.61
1 N
5D
HIGH SCALER
$33.45
IN
5D
HOD CARRIER/MORTARMAN
$33.09
IN
5D
JACKHAMMER
$33.09
IN
5D
LASER BEAM OPERATOR
$33.09
IN
5D
MANHOLE BUILDER - MUDMAN
$33.09
IN
5D
MATERIAL YARDMAN
$32.61
1 N
5D
MINER
$33.45
1N
5D
NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH
$33.09
IN
5D
PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST,
GUNITE, SHOTCRETE, WATER BLASTER
PAVEMENT BREAKER
$33.09
IN
5D
PILOT CAR
$27.93
IN
5D
PIPE POT TENDER
$33.09
1 N
5D
PIPE RELINER (NOT INSERT TYPE)
$33.09
IN
5D
PIPELAYER & CAULKER
$33.09
1N
5D
PIPELAYER & CAULKER (LEAD)
$33.45
1 N
5D
PIPEWRAPPER
$33.09
1N
5D
POT TENDER
$32.61
1 N
5D
POWDERMAN
$33.45
1N
5D
POWDERMAN HELPER
$32.61
IN
5D
POWERJACKS
$33.09
IN
5D
RAILROAD SPIKE PULLER (POWER)
$33.09
IN
5D
RE- TIMBERMAN
$33.45
IN
5D
RIPRAP MAN
$32.61
IN
5D
RODDER
$33.09
IN
5D
SCAFFOLD ERECTOR
$32.61
IN
5D
SCALE PERSON
$32.61
IN
5D
SIGNALMAN
$32.61
IN
5D
SLOPER (OVER 20 ')
$33.09
IN
5D
SLOPER SPRAYMAN
$32.61
1 N
5D
SPREADER (CLARY POWER OR SIMILAR TYPES)
$33.09
1 N
5D
SPREADER (CONCRETE)
$33.09
1 N
5D
STAKE HOPPER
$32.61
1 N
5D
STOCKPILER
$32.61
IN
5D
TAMPER & SIMILAR ELECTRIC, AIR & GAS
$33.09
IN
5D
TAMPER (MULTIPLE & SELF PROPELLED)
$33.09
IN
5D
TOOLROOM MAN (AT JOB SITE)
$32.61
IN
5D
TOPPER - TAILER
$32.61
IN
5D
TRACK LABORER
$32.61
IN
5D
TRACK LINER (POWER)
$33.09
IN
5D
TRUCK SPOTTER
$32.61
1 N
5D
TUGGER OPERATOR
$33.09
1N
5D
VIBRATING SCREED (AIR, GAS, OR ELECTRIC)
$32.61
1 N
5D
VIBRATOR
$33.09
1N
5D
VINYL SEAMER
$32.61
IN
5D
WELDER
$32.61
IN
5D
WELL -POINT LABORER
$33.09
IN
5D
Page 4
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Effective 03 -03 -05
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(See Benefit Code Key)
Over
PREVAILING
Time
Holiday
Note
Classification
WAGE
Code
C ode
CIS
LABORERS - UNDERGROUND SEWER & WATER
GENERAL LABORER
$32.61
1 N
513
PIPE LAYER
$33.09
IN
5D
LANDSCAPE CONSTRUCTION
IRRIGATION OR LAWN SPRINKLER INSTALLERS
$11.07
1
LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS
$10.63
1
LANDSCAPING OR PLANTING LABORERS
$8.42
1
LATHERS
JOURNEY LEVEL
$39.63
1 M
5D
MACHINISTS (HYDROELECTRIC SITE WORK)
MACHINIST
$0.00
1
METAL FABRICATION (IN SHOP)
FITTER
$15.86
1
LABORER
$9.78
1
MACHINE OPERATOR
$13.04
1
PAINTER
$11.10
1
WELDER
$15.48
1
MODULAR BUILDINGS
CABINET ASSEMBLY
$11.56
1
ELECTRICIAN
$11.56
1
EQUIPMENT MAINTENANCE
$11.56
1
PLUMBER
$11.56
1
PRODUCTION WORKER
$9.26
1
TOOL MAINTENANCE
$11.56
1
UTILITY PERSON
$11.56
1
WELDER
$11.56
1
PAINTERS
JOURNEY LEVEL
$30.76
26
5A
PLASTERERS
JOURNEY LEVEL
$39.93
1 R
5A
PLAYGROUND & PARK EQUIPMENT INSTALLERS
JOURNEY LEVEL
$8.42
1
PLUMBERS & PIPEFITTERS
JOURNEY LEVEL
$51.01
1G
5A
POWER EQUIPMENT OPERATORS
ASSISTANT ENGINEERS
$37.26
IT
5D
8L
BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER)
$39.88
IT
5D
81-
BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD)
$40.34
IT
5D
81-
BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH
$40.86
IT
5D
8L
BACKHOES, (75 HP & UNDER)
$39.49
1T
5D
8L
BACKHOES, (OVER 75 HP)
$39.88.
IT
5D
81-
BARRIER MACHINE (ZIPPER)
$39.88
IT
5D
81-
BATCH PLANT OPERATOR, CONCRETE
$39.88
IT
5D
8L
BELT LOADERS (ELEVATING TYPE)
$39.49
IT
5D
81-
BOBCAT (SKID STEER)
$37.26
IT
5D
81-
BROOMS
$37.26
IT
5D
8L
BUMP CUTTER
$39.88
IT
5D
8L
CABLEWAYS
$40.34
IT
5D
81.
CHIPPER
$39.88
IT
5D
8L
COMPRESSORS
$37.26
IT
5D
81-
CONCRETE FINISH MACHINE - LASER SCREED
$37.26
IT
5D
81-
CONCRETE PUMPS
$39.49
IT
5D
8L
Page 5
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Effective 03 -03 -05
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s
Over
PREVAILING
Time
Holiday
Note
Classification
WAGE
Code
Code
Code
CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT
$39.88
IT
5D
8L
CONVEYORS
$39.49
IT
5D
8L
CRANES, THRU 19 TONS, WITH ATTACHMENTS
$39.49
IT
5D
8L
CRANES, 20 -44 TONS, WITH ATTACHMENTS
$39.88
IT
5D
8L
CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING
$40.34
IT
5D
8L
t
JIB WITH ATACHMENTS)
CRANES, 100 TONS -199 TONS, OR 150 FT OF BOOM (INCLUDING JIB
$40.86
IT
5D
8L
WITH ATTACHMENTS)
CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB
$41.40
IT
5D
8L
I
WITH ATTACHMENTS)
CRANES, A- FRAME, 10 TON AND UNDER
$37.26
IT
5D
8L
CRANES, A- FRAME, OVER 10 TON
$39.49
IT
5D
8L
CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH
$41.92
IT
5D
8L
ti
ATTACHMENTS
CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS)
$39.88
IT
5D
8L
CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS)
$40.34
IT
5D
8L
CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER)
$40.86
IT
5D
8L.
CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM
$40.86
IT
5D
81-
CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM
$41.40
IT
5D
8L
CRUSHERS
$39.88
IT
5D
8L
I€:
DECK ENGINEER/DECK WINCHES (POWER)
$39.88
IT
5D
8L
DERRICK, BUILDING
$40.34
IT
5D
8L
DOZERS, D -9 & UNDER
$39.49
IT
5D
8L
DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT
$39.49
IT
5D
8L
DRILLING MACHINE
$39.88
IT
5D
8L
ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE
$37.26
IT
5D
8L
EQUIPMENT SERVICE ENGINEER (OILER)
$39.49
IT
5D
8L
FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP
$39.88
IT
5D
8L
t
FORK LIFTS, (3000 LBS AND OVER)
$39.49
IT
5D
8L
FORK LIFTS, (UNDER 3000 LBS)
$37.26
IT
5D
8L`
GRADE ENGINEER
$39.49
IT
5D
8L
GRADECHECKER AND STAKEMAN
$37.26
IT
5D
8L
GUARDRAIL PUNCH
$39.88
IT
5D
8L
HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS
$39.49
IT
5D
8L;
HORIZONTAL/DIRECTIONAL DRILL LOCATOR
$39.49
IT
5D
8L
j HORIZONTAVDIRECTIONAL DRILL OPERATOR
$39.88
IT
5D
8L
a HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER)
$37.26
IT
5D
8L'
HYDRALIFTS /BOOM TRUCKS (OVER 10 TON)
$39.49
IT
5D
8L,�
LOADERS, OVERHEAD (6 YD UP TO 8 YD)
$40.34
IT
5D
8L
LOADERS, OVERHEAD (8 YD & OVER)
$40.86
IT
5D
8L
LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED
$39.88
IT
5D
8L
9A
LOCOMOTIVES, ALL
$39.88
IT
5D
8L
j
MECHANICS, ALL
$40.34
IT
5D
8L
MIXERS, ASPHALT PLANT
$39.88
IT
5D
8L
MOTOR PATROL GRADER (FINISHING)
$39.88
IT
5D
8L
¢'
i MOTOR PATROL GRADER (NON- FINISHING)
$39.49
IT
5D
8L
;
MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD
$40.34
IT
5D
8L
m�
OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING
$37.26
IT
5D
81-
OPERATOR
PAVEMENT BREAKER
$37.26
IT
5D
8L
PILEDRIVER (OTHER THAN CRANE MOUNT)
$39.88
IT
5D
8L'
PLANT OILER (ASPHALT, CRUSHER)
$39.49
IT
SD
8L
POSTHOLE DIGGER, MECHANICAL
$37.26
IT
5D
8L
Page 6
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Effective 03 -03 -05
€ =:
(See Benefit Code Key)
Over
PREVAILING
Time
Holiday
Note
Classification
WAGE
Code
Code
Code
POWER PLANT
$37.26
IT
5D
8L
PUMPS, WATER
$37.26
IT
5D
8L
QUAD 9, D -10, AND HD-41
$40.34
IT
5D
81.
REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING
$40.34
IT
5D
8L
i
EQUIP
RIGGER AND BELLMAN
$37.26
IT
5D
8L
ROLLAGON
$40.34
IT
5D
8L
ROLLER, OTHER THAN PLANT ROAD MIX
$37.26
IT
5D
8L
;..;�
ROLLERS, PLANTMIX OR MULTILIFT MATERIALS
$39.49
IT
5D
8L
ROTO -MILL, ROTO- GRINDER
$39.88
IT
5D
8L
SAWS, CONCRETE
$39.49
IT
5D
8L
SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING
$39.88
IT
5D
8L
OFF -ROAD EQUIPMENT ( UNDER 45 YD)
SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING
$40.34
IT
5D
8L
OFF -ROAD EQUIPMENT (45 YD AND OVER)
1
SCRAPERS, CONCRETE AND CARRYALL
$39.49
IT
5D
81-
j
SCREED MAN
$39.88
IT
5D
8L
SHOTCRETE GUNITE
$37.26
IT
5D
8L
SLIPFORM PAVERS
$40.34
IT
5D
8L
SPREADER, TOPSIDE OPERATOR - BLAW KNOX
$39.88
IT
5D
8L
SUBGRADE TRIMMER
$39.88
IT
5D
8L
"
TOWER BUCKET ELEVATORS
$39.49
IT
5D
8L
TRACTORS, (75 HP & UNDER)
$39.49
IT
5D
81-
TRACTORS, (OVER 75 HP)
$39.88
IT
5D
8L
'
TRANSFER MATERIAL SERVICE MACHINE
$39.88
IT
5D
8L
-
TRANSPORTERS, ALL TRACK OR TRUCK TYPE
$40.34
IT
5D
8L
TRENCHING MACHINES
$39.49
IT
5D
8L
-;
TRUCK CRANE OILER/DRIVER ( UNDER 100 TON)
$39.49
IT
5D
8L
TRUCK CRANE OILER/DRIVER (100 TON & OVER)
$39.88
IT
5D
8L
I
i
TRUCK MOUNT PORTABLE CONVEYER
$39.88
IT
5D
8L
WHEEL TRACTORS, FARMALL TYPE
$37.26
IT
5D
8L
-
YO YO PAY DOZER
$39.88
IT
5D
8L
POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER &
(SEE POWER EQUIPMENT OPERATORS)
POWER LINE CLEARANCE TREE TRIMMERS
{
JOURNEY LEVEL IN CHARGE
$33.06
4A
5A
SPRAY PERSON
$31.34
4A
5A
TREE EQUIPMENT OPERATOR
$31.76
4A
5A
TREE TRIMMER
$29.48
4A
5A
TREE TRIMMER GROUNDPERSON
$21.94
4A
5A
REFRIGERATION & AIR CONDITIONING MECHANICS
MECHANIC
$48.21
1G
5A
RESIDENTIAL BRICK & MARBLE MASONS
JOURNEY LEVEL
$27.05
1
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RESIDENTIAL CARPENTERS
JOURNEY LEVEL
$23.47
1
RESIDENTIAL CEMENT MASONS
"
JOURNEY LEVEL
$22.64
1
RESIDENTIAL DRYWALL TAPERS
JOURNEY LEVEL
$39.44
11
513
RESIDENTIAL ELECTRICIANS
i
JOURNEY LEVEL
$26.24
1
i
Page 7
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Effective 03 -03 -05
(See Benefit Code Key)
Over
PREVAILING
Time
Holiday Note
! Classification
WAGE
C ode
Code
RESIDENTIAL GLAZIERS
JOURNEY LEVEL
$26.84
2E
5G
RESIDENTIAL INSULATION APPLICATORS
j JOURNEY LEVEL
$17.60
1
RESIDENTIAL LABORERS
JOURNEY LEVEL
$18.12
1
RESIDENTIAL PAINTERS
JOURNEY LEVEL
$18.36
1
RESIDENTIAL PLUMBERS & PIPEFITTERS
JOURNEY LEVEL
$22.95
1
' RESIDENTIAL REFRIGERATION & AIR CONDITIONING
JOURNEY LEVEL
$48.21
1G
5A
F RESIDENTIAL SHEET METAL WORKERS
i JOURNEY LEVEL (FIELD OR SHOP)
$19.48
1
RESIDENTIAL SOFT FLOOR LAYERS
JOURNEY LEVEL
$32.24
1 B
5A
RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION)
JOURNEY LEVEL
$26.76
1 B
5C
RESIDENTIAL TERRAZZO/TILE FINISHERS
{ JOURNEY LEVEL
$26.30
1
RESIDENTIAL TERRAZZO/TILE SETTERS
JOURNEY LEVEL
$37.03
1H
5A
i ROOFERS
i JOURNEY LEVEL
$34.53
1R
5A
` USING IRRITABLE BITUMINOUS MATERIALS
$37.53
1R
5A
SHEET METAL WORKERS
! JOURNEY LEVEL (FIELD OR SHOP)
!
$46.74
1J
6L,
SIGN MAKERS & INSTALLERS (ELECTRICAL)
j SIGN INSTALLER
$23.36
1
SIGN MAKER
$0.00
1
SIGN MAKERS & INSTALLERS (NON- ELECTRICAL)
SIGN INSTALLER
$17.31
1
+ SIGN MAKER
$15.61
1
SOFT FLOOR LAYERS
JOURNEY LEVEL
$32.24
113
5A
SOLAR CONTROLS FOR WINDOWS
JOURNEY LEVEL
$12.44
1
5S
SPRINKLER FITTERS (FIRE PROTECTION)
JOURNEY LEVEL
$49.19
113
5C
STAGE RIGGING MECHANICS (NON STRUCTURAL)
JOURNEY LEVEL
$13.23
1
SURVEYORS
I CHAIN PERSON
$9.35
1
INSTRUMENT PERSON
$11.40
1
PARTY CHIEF
$13.40
1
TELEPHONE LINE CONSTRUCTION - OUTSIDE
CABLE SPLICER
$28.31
2B
5A
HOLE DIGGER/GROUND PERSON
$15.92
2B
5A
INSTALLER (REPAIRER)
$27.16
213
5A
JOURNEY LEVEL TELEPHONE LINEPERSON
$26.34
26
5A
SPECIAL APPARATUS INSTALLER 1
$28.31
2B
5A
SPECIAL APPARATUS INSTALLER II
$27.74
28
5A
Page 8
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Effective 03 -03 -05
(See Benefit Code Key)
Over
PREVAILING
Time
Holiday
Note
Classification
WAGE
Q42
Code
Cog
TELEPHONE EQUIPMENT OPERATOR (HEAVY)
$28.31
2B
5A
t?
TELEPHONE EQUIPMENT OPERATOR (LIGHT)
$26.34
2B
5A
TELEVISION GROUND PERSON
$15.12
2B
5A
TELEVISION LINEPERSONIINSTALLER
$20.05
2B
5A
TELEVISION SYSTEM TECHNICIAN
$23.82
2B
5A
TELEVISION TECHNICIAN
$21.45
2B
5A
•"i
TREE TRIMMER
$26.34
2B
5A
a
TERRAZZO WORKERS & TILE SETTERS
3
JOURNEY LEVEL
$37.03
1H
5A
TILE, MARBLE & TERRAZZO FINISHERS
FINISHER
TRAFFIC CONTROL STRIPERS
$30.86
1H
5A
JOURNEY LEVEL
$31.90
1K
5A
TRUCK DRIVERS
ASPHALT MIX (TO 16 YARDS)
$36.89
IT
5D
8L
ASPHALT MIX (OVER• 16 YARDS)
$37.47
IT
5D
8L
DUMP TRUCK
$36.89
IT
5D
8L
DUMP TRUCK & TRAILER
$37.47
IT
5D
8L
OTHER TRUCKS
$37.47
IT
5D
8L
TRANSIT MIXER
$23.45
1
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WELL DRILLERS & IRRIGATION PUMP INSTALLERS '
IRRIGATION PUMP INSTALLER
$17.71
1
OILER
$12.97
1
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WELL DRILLER
$17.68
1
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BENEFIT CODE KEY - EFFECTIVE 03 -03 -05
r+ rrrtrrtttrtt** rrttrtrtrt*+ rrt*+ t* artrtr* tr**+ t*+*+ tt+++* tt*++* t+++*+ trt* ttttr* r++ t+ t+** *t ** *r + + *tr +t *ttrtt * *rrrrt *rrr+
OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC
WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE
HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER.
t. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE
AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
Z
A.
ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF
;� IZ
TIMES THE HOURLY RATE OF WAGE.
B.
ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
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WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF
•""
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AGE.
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C.
ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
D.
THE FIRST EIGHT (8) HOURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8)
W LL
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HOURS WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, IN A FOUR - TEN HOUR SCHEDULE, SHALL BE
PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE, ALL HOURS WORKED IN EXCESS OF EIGHT (8)
J
HOURS PER DAY ON SATURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN A FIFTH CALENDAR
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WEEKDAY OF A FOUR - TEN HOUR SCHEDULE; ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY
N
MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
CJ
THE HOURLY RATE OF WAGE.
F=- _
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E.
ALL HOURS WORKED IN EXCESS OF 10 PER DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE
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FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
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WAGE. ALL HOURS WORKED M EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON
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SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
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F.
THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
0—
WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON
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SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL
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HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE.
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THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH
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CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE
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HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH
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SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY
a
F:-
RATE OF WAGE.
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H.
ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER
CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
}-
WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF
WAGE.
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I.
ALL HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF THE HOURLY RATE OF WAGE.
WORK PERFORMED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WORK PERFORMED
ON A HOLIDAY SHALL BE PAID ONE AND ONE -HALF TIMES THEIR HOURLY RATE FOR ACTUAL HOURS WORKED
PLUS EIGHT (8) HOURS OF STRAIGHT TIME FOR THE HOLIDAY.
J.
THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON
SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
K.
ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY
;
RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
L.
ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS
4q
DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON
THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.c
M.
ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER
CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED
ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
"
N.
ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES
THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE HOURLY RATE OF WAGE.
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BENEFIT CODE KEY - EFFECTIVE 03 -03 -05
-2-
1. P.
ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE -
HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE
HOURLY RATE OF WAGE.
Q.
ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT
DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND
ONE -HALF TIMES THE HOURLY RATE OF WAGE.
R.
ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
T.
ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS, SHALL BE PAID AT ONE AND ONE -HALF TIMES
THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:OOPM SATURDAY TO 6:OOAM MONDAY AND ON
HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
U.
ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES
THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE
HOURLY RATE OF WAGE.
W.
ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS) SHALL BE PAID AT ONE AND ONE-
HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES
{
THE HOURLY RATE OF WAGE.
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE
AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
A.
THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS
AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
i
B.
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
( C.
ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
D.
ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY
RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN
ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE
PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
E.
ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE-
HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE
PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
F.
THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE
IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL
BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
G.
ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE
INCLUDING HOLIDAY PAY.
H.
ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE.
I.
ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE-
HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE
-=
PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
].
ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS
j
WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE,
=
INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE
HOURLY RATE OF WAGE.
K.
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO
_
THE HOLIDAY PAY.
M.
ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE
OF WAGE.
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BENEFIT CODE KEY - EFFECTIVE 03 -03 -05
- 3 -
ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY
RATE OF WAGE.
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID
AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS
SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
HOLIDAY CODES
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY
AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7).
HOLIDAYS: NEW YEAR'S DAY, DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY
AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8).
HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE
FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS
DAY (9).
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE
LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7).
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER
THANKSGIVING DAY, AND CHRISTMAS (6).
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND
CHRISTMAS DAY (6).
HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS'
DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9).
PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, AND CHRISTMAS DAY (6).
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY
AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9).
PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,
AND CHRISTMAS DAY (6).
PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,
DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2).
PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, AND CHRISTMAS DAY (7).
PAID HOLIDAYS: SEVEN (7) PAID HOLIDAYS.
PAID HOLIDAYS: SIX (6) PAID HOLIDAYS.
PAID HOLIDAYS: NINE (9) PAID HOLIDAYS.
HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080
HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8).
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION
DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8).
HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
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BENEFIT CODE KEY - EFFECTIVE 03 -03 -05
—4-
6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
B. PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
k THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE'S DAY, AND CHRISTMAS DAY (9).
C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND
CHRISTMAS DAY (9).
i c3 D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY
AFTER CHRISTMAS DAY (9).
H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8).
t I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7).
L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,
THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND
CHRISTMAS DAY. (8)
j
Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAY; PRESIDENTS' DAY.
S. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
' DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (8).
T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE
CHRISTMAS DAY, AND CHRISTMAS DAY (9).
U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY,
LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE
I CHRISTMAS DAY, CHRISTMAS DAY (9).
a V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING
- i DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY,
AND ONE DAY OF THE EMPLOYEE'S CHOICE (10).
W. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY,
INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS
1 DAY, DAY BEFORE CHRISTMAS DAY (10).
~ . X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY,
MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING
DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11).
NOTE CODES
i
�. 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO
THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET
OR MORE:
a OVER 50' TO 100'- $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100' TO 175'- $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 175' TO 250'- $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET
OVER 250'- DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED
FOR 250 FEET
C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO
THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET
OR MORE:
OVER 50' TO 100'- $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100' TO 150'- $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 150' TO 200'- $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET
OVER 200'- DIVERS MAY NAME THEIR OWN PRICE
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BENEFIT CODE KEY - EFFECTIVE 03 -03 -05
- 5 -
D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR.
L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75,
LEVEL B. $0.50, AND LEVEL C: $0.25.
M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00,
"
i LEVELS C & D: $0.50.
+
N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00,
LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25.
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PACIFIC Rim ENVIRONMENTAL INC
SEATTLE ANCHORAGE
BULK SAMPLE ANALYSIS REPORT
CLIENT:
PO #:
Project:
Contact:
Turnaround:
City of Tukwila
6300 Southcenter Blvd.
Tukwila, WA 98188
PWE 23388
6300 Building
Tom Pulford
3 -5 Working Days
PRE #:
Report #:
Report Date:
Date Received:
Date Analyzed:
Page:
Analyst:
2004 -0066
2004 -01 -303
01/29/04
01/20/04
01/29/04
1 of 2
Fred Golloway
Attached are the results of analysis of 2 bulk samples submitted for asbestos identification, lab ID #2004 -01 -303
through 2004 -01 -304.
Samples were analyzed in accordance with method EPA - 600 /R- 93/116: "Method for the Determination of
Asbestos in Bulk Building Materials ".
Unless otherwise noted, samples were inhomogeneous; subsamples of components were analyzed to achieve
representative analysis. Separate layers of layered samples are analyzed and reported separately. Unless
otherwise stated, asbestos content was quantified by calibrated visual estimation (CVES). CVES concentrations
are reported in 2 to 3 percent ranges for fiber concentrations ranging from 1 -10 %, and 5 percent ranges for
concentrations greater than 10 %. Samples in, which asbestos was not observed are reported as "none
detected ".
Limitations and Uncertainty:
Factors such as sample quality, sample size, interfering matrix material, fiber size, and fiber concentration
contribute to the uncertainty of asbestos concentration measurements in bulk materials. Relative errors
exceeding 100% may occur in samples containing <1 -10% asbestos. Relative errors are typically below 30% in
samples with greater than 10% asbestos, and approach zero as the asbestos concentration approaches 100°/x.
Asbestos fibers with diameters below approximately 0.25 micrometers are not detectable by PLM. These
extremely fine fibers may occur in such products as floor tile, adhesives, and cement products.. This limitation
can be overcome, however, by the use of alternate analytical methods, such as Transmission Electron
Microscopy (TEM).
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The samples analyzed in this report were provided by third parties not subject to control by PACIFIC RIM
ENVIRONMENTAL, INC. (PRE). Consequently, the results presented represent microscopic examinations in
PRE laboratory facilities and PRE makes no representation as to sample collection techniques or procedures.
Test results pertain only to the samples submitted for analysis.
This report cannot be represented by the client to claim product endorsement by NVLAP or any agency of the
U.S. Government.
This report shall not be reproduced except in full without written permission of the laboratory.
NVLAP Accredited Lab Code: 101631 -0
Samples submitted by: Third Party Reports reviewed by:
Approved Signatory
Corporate Office
6510 Southcenter Blvd., Ste. #4
Seattle, WA 98188
Phone: (206) 244 -8965
Fax: (206) 2.1 - 9096
:1n orage Office
8501 East 12th Court
Anch=ve, :1K 99504
Phone/Em (90') 569 - 8081
Pager: 1- 888 -3-11 -8081
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Sample Location &
Description
Asbestos Type I %
Other Material
1
1
White and light brown coating-
Layer 1
Layer 1: Cellulose ( <1 %),
01/29/04
PACIFIC RIM ENVIRONMENTAL, INC.
like material on tar roofing with
(Coating -like material):
Mineral Aggregate, Binder.
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BULK SAMPLE ANALYSIS REPORT
white gravel.
None Detected
Layer 2: Cellulose ( <1 %),
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Layer 2 (Roofing):
Fiberglass (50 -55 %), Mineral
CLIENT:
City of Tukwila PRE #:
2004 -0066
None Detected.
Aggregate, Tar.
J
6300 Southcenter Blvd. Report #:
2004 -01 -303!
Layer 1 (Coating):
Layer 1: Cellulose ( <1 %),
01/29/04
Tukwila, WA 98188 Report Date:
01/29/04
None Detected
Binder, Mineral Aggregate.
1 PO #:
PWE 23388 Date Received:
01/20/04
Project:
6300 Building Date Analyzed:
01/29/04
Layer 2 (Tar roofing):
Layer 2: Cellulose ( <1 %),
Contact:
Tom Pulford Page:
2 of 2
I
Fiberglass (15 -20 %), Tar,
i Turnaround:
3 -5 Working Days Analyst:
Fred Golloway
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, Client/Lab
Number
Sample Location &
Description
Asbestos Type I %
Other Material
Date
Analyzed
1
White and light brown coating-
Layer 1
Layer 1: Cellulose ( <1 %),
01/29/04
2004 -01 -303
like material on tar roofing with
(Coating -like material):
Mineral Aggregate, Binder.
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white gravel.
None Detected
Layer 2: Cellulose ( <1 %),
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Layer 2 (Roofing):
Fiberglass (50 -55 %), Mineral
None Detected.
Aggregate, Tar.
2
White and light brown coating
Layer 1 (Coating):
Layer 1: Cellulose ( <1 %),
01/29/04
2004 -01 -304
(layer 1) on tar roofing (layer
None Detected
Binder, Mineral Aggregate.
2).
Layer 2 (Tar roofing):
Layer 2: Cellulose ( <1 %),
Note: Two identical pieces
None Detected.
Fiberglass (15 -20 %), Tar,
present in sample.
Mineral Aggregate.
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NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR
THIS NOTICE IT IS DU, E TO THE QUALITY OF THE DOCUMENT.
Pacific Rim Environmental, Inc.
7
6510 Southcenter Blvd., Suite 4
Phone: 206 - 244 -8965 Fx:206- 244 -9096
Tukwila, WA 98188
Invoice Number: 25344
e f
Saturday, January 31, 2004
Invoice
RECEIVED
To: City of Tukwila, Public Works Dept
6300 Southcenter Blvd
FEB 0 5 2004
rte ,
Tukwila, WA 98188
TUKwILA
a
Attention: Tom Pulford
PUBLIC WORKS
e�.
Project. 2004 -0066 6300 Building
Professional Services for the Period: 1/1/04 to 1/31/04
Billing Group: Ol Cost Plus
Invoice: 25344
Saturday, Jantiary 31, 2004
Contract #. PWE 23388
yy 1 i] 1
Analytical Services
Analytical Services Date
Bill Units Unit Bill Rate Charee
Asbestos Bulk Sample Analysis 1/20/04
2 .00 25.0000 50.00
Analytical Services Total:
2.00 $50.00
Analytical Services Totals: $50.00
6 :J
Billing Group Subtotal: 50.00
Project Totals:
* ** Total Project Invoice Amount:
$50.00
1A
All invoices are due upon receipt A late charge of 1.5% will be added to any unpaid balance after 30 days.
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01 -27 -2006
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City of Tukwi
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
BOB GIBERSON
6300 SOUTHCENTER BL, STE 100
TUKWILA WA 98188
RE: Permit Application No. D05 -197
600 MINKLER BL TUKW
Dear Permit Applicant:
In reviewing our current permit application files, it appears that your permit application applied for on 06/10/2005, has not been.
issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every
permit application not issued within 180 days from the date of application shall expire by.limitation and become null and void. Your
permit application expired on 12/07/2005.
If you choose to pursue your project, your permit will need to be issued within 30 days from.the date of this notice. In order to issue
your permit, you will need to pay any outstanding balance, provide contractor information for the contractor performing the work and
sign for your permit and approved plans.
In the event your permit is not issued within the timeframe mentioned above, your permit application will become null. and void and
your project will require a new permit application, plans and specifications, and associated. fees.
Thank you for your cooperation in this matter.
Sincerely,
e ife ' M shall
t ician
xc: Permit File No. D05 -197
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
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' Only' 1 bid received in June 2005 that was $100,000 over budget.
Rebid in December 2005 and January 2006 with 10 bids received.
Low bidder to be awarded contract:
F rn Roofing Service
176" Ave NE
ond, WA 98053
. ' WA CONTRACTOR LICENSE # WCSTERS973BN
TAX NUMBER 602256805
L &I WORKER'S COMP # 040856805
BOND # SAFECO 6126751 -0003
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City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
1908
01-27-2006
BOB GIBERSON
6300 SOUTHCENTER BL, STE 100
TUKWILA WA 99189
RE:
600 MINICLER BL2
Dear Permit Applicant:
In reviewing our current permit applicationfliles, it appears that your permit application applied for on 06/10/2005, has not been
issued by the City of Tukwila Pern Center. Per the International Building Code and/or the International Mechanical Code, every
permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your
permit application expired on 12/07/2005..
If you choose to pursue your prq; ;(;t, your permit will need. to be issued within 30 days from the date of this notice. In order roissue
your permit, you will need to pay any otitstdnding balance, provide contractor information for the contractor performing the work and
sign for your permit and approved plans.'
In the event your permit is not issued within the timeframe mentioned above, your permit application will become null and void and
your project will require a new permit appli6ation, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Vl� � t7Ul�
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XC• Pemit File No. D05-197
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fa, 206-431-3665
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PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D05 -197 DATE: 06 -10 -05
PROJECT NAME: CITY OF TUKWILA
SITE ADDRESS: 600 MINKLER BOULEVARD
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision #_after /before permit is issued
DEPARTMENTS
Buildi Division
Fire Prevention [
Planning Division ❑
Public Works
❑
Structural ❑
Permit Coordinator
, DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -14 -05
Complete E Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS tStructural TING:
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Notation:
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Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
PERMIT COORD COPY
Documents/routing slip.doc
2.28 -02
DUE DATE: 07-12 -05
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Look Up a Contractor, Elect or or Plumber License Detail
Washington State Department of Labor and Industries
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.
License Information
License
WESTERS973BN
Licensee Name
WESTERN ROOFING SERVICE
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602256805
Ind. Ins. Account Id
PRESIDENT
Business Type
CORPORATION
Address 1
PO BOX 745
Address 2
City
WOODINVILLE
County
KING
State
WA
Zip
98072
Phone
4254864400
Status
ACTIVE
Specialty 1
ROOFING
Specialty 2
UNUSED
Effective Date
1/15/2003
Expiration Date
1/15/2007
Suspend Date
Separation Date
Parent Company
ROOFING CONSTRUCTORS INC
Previous License
Next License
Associated License
Business Owner Information
Name
Role
Effective
Date
Expiration
Date
DONNELLY,
MICHAEL
AGENT
01/15/2003
MCCONNELL, ED L
PRESIDENT
01/15/2003
GONZALES, NELLIE A
SECRETARY
01/15/2003
MILLER, JOHN F
TREASURER
01/15/2003
[ ONEILL, GEORGE T
VICE
PRESIDENT T01/15/2003
Bond Information
Page 1 of 2
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WESTERS973BN 01/31/2006
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SHEET TITLE:`
SITE PLAN
ROOF PLAN
BUILDINGS To & "D"
REV. N0. IREV. DATE
1
2
DwG dY- ;r <'J 8Y:
end Ott
PRO ... NO: ®319
DATE: 8 -22 —e3
• • A L
24 GA GALV 5%_ GaP
NG SET .N 5EA:_A \T 4
5EC,.RE 7 T lx4 NA--'4 _ ER
NECPRENE -4D. 5r STS.
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r � I 5BS ROOF: ROOF EDCsc�''O �,-:
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_ ROOF BLLAS i TO l 1 5CREL..S PER "^FG4.
6 F'.T. CONT. - --- �"� -" .. ., 5E REMOVED - TYP.
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• � '� ; .. ' :. '�O- -
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CONT. 24 GA. CLEAT I O L:./ / SLOPE �'�' -' (Y EX15T. 2x8 D.S. t SCUPPERS
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PROS. NO: 8319
DATE : 8 -22 -83
D �C;G . -
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HD. SCREL;45 w 16' O.C. 5EALANT BEAD
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TO 2x8 W/ GALV. SECURED TO EXIST. 2
SCREWS 12' D.C. DECKING W / $ 'o
BOLT w 32' O.G. - -----
EXIST. 8' CONCRETE (2) 2x5 P.T. CONT.
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BOLT w 32' O.G. - -----
EXIST. 8' CONCRETE (2) 2x5 P.T. CONT.
'�- --- ROOF PANE L
BLOCKING � •.• R_ EMOVE �
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TILT -UP WALL PANEL B W/ 24 GA• CLEAT R -I' BATT `v
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