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Permit File 718 4th Street
CITY OF ANACOR hS• "AS-BUILT" or Sewer -storrri - NI'RACTOR; • .Cot S 1 ., • PLAT/DIVISION: • BLOCK - . - LOT ADDRESS: �l 18- _.4 s �i.t�. . DATE: -I -- 8 - 1 . . - .. .... ... ... PERMIT# SCALE ?-�.'�- �,xf �,M.,�.,� a= ""�5 ✓�- �'g�x'�A �"-g""" `.. "�'""`�. • &� �..a�€., x.:.<.�..,....a...:�. ...�...1...,�..�..�.,.s ,�� ..�u.......,.:�.. „aa. : t r � ,:�,.� S T R E E T • — • • • • • — — 111111111=1111.• .• • • . - �1"' • • • . -• • - - - • E k4 i 11 Vu1. ta�'C� , . a • - OCATE STREET(S)O1GID MAP - . 1018303-2 0039 07/06/2010 001 9 Permit Fees 005742 $236.50 GZT Y, Off. City of Anacortes Permit#: BLD-2010-0242 "1 904 6th Street Issue date: 07/06/2010 P.O.Box 547 Expire date: 01/02/2012 0s Anacortes, WA 98221-0547 Ws (360) 293-1901 Job Address: 718 4TH ST Permit Type: Mechanical Permit ANACORTES WA 98221 Project: APN: P56533 Remarks: Install 20 gas fired heaters in the big tent down on pier 2. Owner: PORT OF ANACORTES Contractor: MT BAKER MECHANICAL CONTRACTORS, INC Address: PO BOX 297 Address: 4753 RURAL AVE ANACORTES WA 98221-0297 BELLINGHAM WA 98226-9228 Phone: (360)299-1827 Phone: (360)384-4800 !, License#: General Information: Fees: #of Other Mechanical Units 20 Mechanical Permit Fees 236 50 Total Calculated: 236.50 Deposits/Receipts: 0.00 Total Due: 236.50 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL !, PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR L CAL LAW REGU CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. % g/iti SIGNATURE IF 0 ORIZED AGENT 0523004-2lG :IL:IJ� Lei t:7''2J9S GUI -S..1 X. O . City of Anacortes Ferrel t =e=_ 00529: $1 .09 .56. Permit#: BLD-2005-0587 904 6th Street Issue date: 08/18/2005 P.O.Box 547 Expire date: 08/18/2006 ";r Anacortes,WA 98221-0547 -�,•,gCW` (360) 293-1901 -tsA ,r Job Address: 718 4TH ST Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221-1655 Project: APN: P56533 Remarks: The proposed work involves the repair or replacement of sections of the 7 foot high fence. See complete description in file. Owner: PORT OF ANACORTES Contractor: GUYLINE CONSTRUCTION INC Address: PC BOX 297 Address: 205 LILA LN ANACORTES WA 98221-0297 BURLINGTON WA 98233-3320 Phone: (360)293-3134 Phone: (360)757-8410 License#: General Information: Fees: Building Valuation 75000 Building Permit Fee 661.25 State Building Code Fee 4.50 Plan Review Fee 429.81 Total Calculated: 1,095.56 Deposits/Receipts: 0.00 Total Due: 1,095.56 r /..)\-s... tV /Cy , THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT �,`HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LA •S 'Ai ORDI.: — -=• - • •- IS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTI Ai• r�{ -MIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE 7O�R�LOCAL /� LATING C UCTION OR THE PERFORMANCE OF CONSTRUCTION. Y "l r 9- cd317-rN SIGNATURE OF +WNER OR AUTHORIZED AGENT ISSUED BY I GENERAL INFORMATION Street Setback: N/A ft. 2nd Floor:N/A ft. lit Side Setback: N/A ft. 3tdFloor:N/A ft. 2nd Side Setback: N/A ft. Basement:N/A ft. Rear Setback: N/A ft. Occ. Group:N/A Use Zone: MS Carport Area:N/A ft. Type of Construction: fence repair and replacement Garage Area:N/A ft. Lot Area: 13.47 acres No.of Stories:N/A No. of Dwellings: none Building Height: 7-foot fence Lot Coverage:N/A Deck Area:N/A ft. 1st Floor: N/A ft. (Circle Y or N) Shoreline/Wetlands Y N Water on/Adj.To Properly Y N Soils Report Y N Sensitive Area Y N Latecomers Agreement Y N -- Fire Hydrant(250 Feet) Y N Variance Y N Covenant Y N Flood Zone X A AE VE Project Valuation(Labor and Material Cost) $ 5,000 THIS APPLICATION IS RECEIVED BY THE LDIN FFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF RMIT S OT 0 AINED DAYS OF THIS APPLICATION.BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PRO R R W HIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS F COMPLIED WITH1W}$TITER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: DATE: July 28, 2005 CITY OF ANACORTES 4...w 1 t'` ' ;q iSin nsc EXEMPTION FROM SHORELINE MANAGEMENT ACT SUBSTANTIAL DEVELOPMENT PERMIT REQUIREMENT Margaret Schwertner Port of Anacortes P.O. Box 297 Anacortes, WA 98221 The proposal by The Port of Anacortes to undertake the following development: Replacement of the 6-foot galvanized, chain link perimeter fence with a new 7-foot high galvanized, chain link perimeter fence; other gate and access improvements will be made Upon the following property: Generally, 718 4th Street, Port of Anacortes Pier II, Section 18, Township 35 North, Range 2 East, Anacortes, Skagit County, Washington. Within (name of water area) Guemes Channel and/or its associated wetlands is exempt from the requirement of a substantial development permit because the development constitutes: Normal maintenance or repair of existing structures or developments, including damage by accident, fire or elements WAC 173.27.040(2)(6) Description of any other work planned in the future which is related to this project. N/A Corps Public Notice Number: Unknown CONSISTENT INCONSISTENT (Check one) ® ❑ Policies of the Shoreline Management Act. n The guidelines of the Department of Ecology where no Master Program has been finally approved by the Department. ® ❑ The master program q /5/0 5- 5.-n_ /ir al-c-C- Date Shorelines Administrator '`4 AT Ai VASHINGTONPU&,CPD 7 -- - - _ / OWNED HE THE RESIDENTS f�MA.rY+. I�Y OF THE LOCAL COMMUNITY art AN `•✓ 3 'K% FIRST AND COMMERCIAL AVENUE • P.O. BOX 297 • ANACORTES, WA 98221 USA V t 5!J1/ (360) 293-3134 • FAX (360)293-9608 • WWW.PORTOFANACORTES.COM = - IeL1st. 192E' July 25, 2005 City of Anacortes P.O. Box 547 Anacortes, Washington 98221 Attn: Ian Munce, Director of Planning Re: Request for Shoreline Substantial Development Permit Exemption Pier 2 Security Fence Maintenance and Repair Port of Anacortes, WA Dear Mr. Munce, The Port of Anacortes requests that the City of Anacortes issue an exemption from the Shoreline Substantial Development Permit for the above referenced project. The work constitutes "normal maintenance or repair of existing structures or developments" under RCW 90.58.030 (3)(e)(i) and related rules WAC 173-27-040. Pier 2 is a Port of Anacortes marine terminal and pier located on Guemes Channel encompassing approximately 13.47 acres. The southern portion of the pier is used primarily for petroleum coke export. The northern portion of the pier is the Port's former log storage yard, currently used for storage of marine floats. Facilities and services on Pier II include; a perimeter fence and a manual vehicle access gate at the 3rd Street entrance, a paved storage project yard; wheel wash; a state-of-the-art enclosed electric petroleum coke bulk loader; and a storm drain system with a water recycling system and settling ponds for the removal of coke particles. The Port's maintenance shop is located at the very south end of the log storage yard. The proposed maintenance and repair work involves the replacement of;the 6-foot high, galvanized, chain link perimeter fence with a new, standard, 4-foot high,�f(aj0s galvanized, chain link perimeter fence. The main vehicle access gate from 3rd Street O� will be replaced with a new, automated, 36-foot wide, two-piece cantilever slide gate. When the gate is activated, one slide piece would move to the north, the other to the south. A second vehicle access gate along T Avenue would also be replaced with a 30- foot long single acting swing gate hinged at one end. Two manually operated 4-foot wide pedestrian access gates would also be installed. Some trenching for fence Port of Anacortes Shoreline Permit Exemption Request Pier II Security Fence Repair Page 1 of 2 installation would be completed along with trenching for utility installation and relocation necessary to supply power to the automatic vehicle access gate. - - The minor reconfiguration and repair of this system constitutes "normal maintenance or repair of existing structures or developments" under the Shoreline Management Act of 1971, RCW 90.58.030 (3)(e)(I) and related rules, WAC 173-27-040, as well as under the City of Anacortes Shoreline Master Program. Please do not hesitate to contact me at 299-1827 with any questions you have regarding the Shoreline Substantial Development exemption requested above for the maintenance and repair work at Pier 2. Sincere Margaret Schwertner Environmental Administrator Attachments: SEPA Exemption JARPA requesting Shoreline Exemption Check for $200.00 for Shoreline Exemption Cc with attachments: Kathy Janke, City of Anacortes Don Measamer, City of Anacortes { Port of Anacortes Shoreline Permit Exemption Request Pier II Security Fence Repair Page 2 of 2 1 f� ^ g Wq,CNMV)ONVLB((ii PC,RT `! OF ENE LOCAL COMMLM iY Q i J% Olt :r,MO •IPrs: FIRST AND COMMERCIAL AVENUE • PO.BOX 297 • ANACORTES.WA 98221 USA Cr (360) 293-3134 • FAX(360) 293-9608 • WWW.PORTOFANACORTES.COM - _ x ifSt. 19%h Date: July 20, 2005 To: Port of Anacortes SEPA files Pier 2 Security Fence Maintenance and Repair Project File From: Dan Stahl, Executive Director, SEPA Responsible Official Re: SEPA Review of Proposed Maintenance and Repair Work - Port of Anacortes, Anacortes, WA Pier 2 is a Port of Anacortes marine terminal and pier located on Guemes Channel encompassing approximately 13.47 acres. The southern portion of the pier is used primarily for petroleum coke export. The northern portion of the pier is the Port's former log storage yard, currently used for storage of marine floats. Facilities and services on Pier II include; a perimeter fence and a manual vehicle access gate at the 3rd Street entrance, a paved storage project yard; wheel wash; a state-of-the-art enclosed electric petroleum coke bulk loader; and a storm drain system with a water recycling system and settling ponds for the removal of coke particles. The Port's maintenance shop is located at the very south end of the log storage yard. The proposed maintenance and repair work involves the repcement of the 6-foot high, ;gait-- link galvanized, chain link perimeter fence with a new, standard, (-foot high, galvanized, chain o$ link perimeter fence. The main vehicle access gate from 3rd Street will be replaced with a new, automated, 36-foot wide, two-piece cantilever slide gate. When the gate is activated, one slide piece would move to the north, the other to the south. A second vehicle access gate along T Avenue would also be replaced with a 30-foot long single acting swing gate hinged at one end. Two manually operated 4-foot wide pedestrian access gates would also be installed. Some trenching for fence installation would be completed along with trenching for utility installation and relocation necessary to supply power to the automatic vehicle access gate. The Port of Anacortes, as lead agency, has determined that this project is categorically exempt from SEPA review based on the criteria described in: WAC 197-11-800 (3): (3) Repair, remodeling and maintenance activities. The following activities shall be categorically exempt: The repair, remodeling, maintenance, or minor alteration of existing private or public structures, facilities or equipment, including utilities, involving no material expansions or changes in use beyond that previously existing; except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt (examples include repair Port of Anacortes SEPA Exemption Page 1 of 2 Pier II Security Fence Maintenance and Repair or replacement of piling, ramps, floats, or mooring buoys, or minor repair, alteration, or maintenance of docks). WAC 197-11-800 (23c); (23) Utilities. The utility-related actions listed below shall be exempt, except for installation, construction, or alteration on lands covered by water. The exemption includes installation and construction, relocation when required by other governmental bodies, repair, replacement, maintenance, operation or alteration that does not change the action from an exempt class. (a) All communications lines, including cable TV, but not including communication towers or relay stations. (b) All storm water, water and sewer facilities, lines, equipment, hookups or appurtenances including, utilizing or related to lines eight inches or less in diameter. (c) All electric facilities, lines, equipment or appurtenances, not including substations, with an associated voltage of 55,000 volts or less; and the overbuilding of existing distribution lines (55,000 volts or less) with transmission lines (more than 55,000 volts); and the undergrounding of all electric facilities, lines, equipment or appurtenances. , ( July 20, 2005 Dan'. ecutive Director and SEPA Responsible Official Date Port of Anacortes SEPA Exemption Page 2 of 2 Pier II Security Fence Maintenance and Repair AGENCY USE ONLY Agency Reference#: Date Received: Circulated by' (local govt or agency) - - - JOINT AQUATIC RESOURCES PERMIT APPLICATION FORM (JARPA) (for use in Washington State) PLEASE TYPE OR PRINT IN BLACK INK. .. s TO FILL IN ELECTRONICALLY, USE F11 TO MOVE THROUGH THE FORM O Application for a Fish Habitat Enhancement Project per requirements of RCW 77.55.290. You must submit a copy of this completed JARPA application form and the (Fish Habitat Enhancement JARPA Addition) to your local Government Planning Department and Washington Department of Fish &Wildlife Area Habitat Biologist on the same day. NOTE: LOCAL GOVERNMENTS—You must submit any comments on these projects to WDFW within 15 working days. Based on the instructions provided, I am sending copies of this application to the following: (check all that apply) a Local Government for shoreline: City of Anacortes Substantial Development 0Conditional Use OVariance E Exemption ORevision OFloodplain Management OCritical Areas Ordinance O Washington Department of Fish and Wildlife for HPA(Submit 3 copies to WDFW Region) O Washington Department of Ecology for 401 Water Quality Certification (to Regional Office-Federal Permit Unit) O Washington Department of Natural Resources for Aquatic Resources Use Authorization Notification L O Corps of Engineers for: 0 Section 404 O Section 10 permit O Coast Guard for: 0 General Bridge Act Permit 0 Private Aids to Navigation(for non-bridge projects) 0 For Department of Transportation projects only: This project will be designed to meet conditions of the most current Ecology/Department of Transportation Water Quality Implementing Agreement SECTION A-Use for all permits covered by this application. Be sure to ALSO complete Section C(Signature Block)for all permit applications. 1.APPLICANT Port of Anacortes(Port) MAILING ADDRESS P.O.Box 297,Anacortes, WA 98221-00297, Attention: Margaret Schwertner,Environmental Administrator WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# 360-299-1827 mschwertner(wportofanacortes.com 360-293-9608 If an agent is acting for the applicant during the permit process, complete#2. Be sure agent signs Section C(Signature Block) for all permit applications 2.AUTHORIZED AGENT N/A MAILING ADDRESS WORK PHONE E-MAIL ADDRESS HOME PHONE FAX# 3. Relationship of applicant to property: Ox OWNER 0 PURCHASER 0 LESSEE O 4. Name,address and phone number of property owner(s) if other than applicant: N/A 5. Location (street address, including city, county and zip code,where proposed activity exists or will occur) 718 4`i Street,Pier 2 is located between Dakota Creek Industries yard and the Port's log pocket,Anacortes, Skagit County,98221. Local government with jurisdiction(city or county)City of Anacortes Waterbody you are working in Guemes Channel Tributary of WRIA# Is this waterbody on the 303(d) List*' YES Ox NO O Puget Sound 03 Lower Skagit-Samish If YES,what parameter(s)?PCB-1254 Shoreline designation Urban 1 **For 303d List, http://www.ecy.wa.gov/programs/wq/303d/index html Zoning designation Manufacturing/Shipping '/.Section Section Township Range Government Lot 18 35N 2E DNR stream type if known N/A Latitude and Longitude: Tax Parcel Number ECY 070-15(Rev. 11/04) JARPA Contact the State of Washington Office of Regulatory Assistance for latest version or call 360/407-7037 or 800/917-0043 . 6. Describe the current use of the property,and structures existing on the property. Have you completed any portion of the proposed activity on this property? El YES Ox NO -- - - For any portion of the proposed activity already completed on this property, indicate month and year of completion. Pier 2 is a Port of Anacortes marine terminal and pier located on Guemes Channel encompassing approximately 13.47 acres(refer to Figure I). The southern portion of the pier is used primarily for petroleum coke export.The northern portion of the pier is the Port's former log storage yard, currently used for storage of marine floats. Facilities and services on Pier II include; a perimeter fence and a manual vehicle access gate at the 3rd Street entrance, a paved storage project yard; wheel wash; a state-of-the-art enclosed electric petroleum coke bulk loader; and a storm drain system with a water recycling system and settling ponds for the removal of coke particles. The Port's maintenance shop is located at the very south end of the log storage yard. Is the property agricultural land? ❑ YES E NO Are you a USDA program participant? El YES Q NO 7a. Describe the proposed work that needs aquatic permits: Complete plans and specifications should be provided for all work waterward of the ordinary high water mark or line, including types of equipment to be used. If applying for a shoreline permit,describe all work within and beyond 200 feet of the ordinary high water mark. If you have provided attached materials to describe your project,you still must summarize the proposed work hefe. Attach wseparate sheet if additional space is needed. The proposed maintenance and repaik�work(refer toFigure 2)involves the replacement of the 6-foot high, galvanized, chain link perimeter fence with a new, standarelli-foot high, galvanized,chain link perimeter fence. The main vehicle access gate from 3rd Street will be replaced with a new,automated, 36-foot wide,two-piece cantilever slide gate. When the gate is activated,one slide piece would move to the north, the other to the south.A second vehicle access gate along T Avenue would also be replaced with a _ 30-foot long single acting swing gate hinged at one end.Two manually operated 4-foot wide pedestrian access gates would also be installed. Some trenching for fence installation would be completed along with trenching for utility installation and relocation necessary to supply power to the automatic vehicle access gate. The minor reconfiguration and repair of this fence occurs within 200 feet of the shoreline and constitutes "normal maintenance or repair of existing structures or developments"under the Shoreline Management Act of 1971,RCW 90.58.030(3)(e)(I)and related rules,WAC 173-27-040, as well as under the City of Anacortes Shoreline Master Program. PREPARATION OF DRAWINGS: See sample drawings and guidance for completing the drawings. ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BE ATTACHED. NOTE: Applicants are encouraged to submit photographs of the project site,but these DO NOT substitute for drawings. THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRAWINGS ON 8.1/2 X 11 INCH SHEETS. LARGER DRAWINGS MAYBE REQUIRED BY OTHER AGENCIES. 7b. Describe the purpose of the proposed work and why you want or need to perform it at the site. Please explain any specific needs that have influenced the design. Refer to Question 7a.The work is necessary to repair the normal wear and tear of the structure,therefore maintaining the integrity of the security fencing around Pier 2. 7c. Describe the potential impacts to characteristic uses of the water body. These uses may include fish and aquatic life, water quality, water supply, recreation and aesthetics. Identify proposed actions to avoid, minimize, and mitigate detrimental impacts and provide proper protection of fish and aquatic life. Identify which guidance documents you have used. Attach a separate sheet if additional space is needed. No impacts to any water bodies will result from the described reconfiguration and repair work as no in-water work will occur. Minor upland trenching will be involved to install replacement fencing posts and to install the support utilities for the automatic vehicle access gate and on-site contractors conducting the work will use Best Management Practices during construction. 7d. For in water construction work, will your project be in compliance with the State of Washington water quality standards for turbidity WAC 173.201A-110? El YES 0 NO (See USEFUL DEFINITIONS AND INSTRUCTIONS) 8. Will the project be constructed in stages? YES 0 NO f Proposed starting date: August 9,2005 Estimated duration of activity: 5-6 weeks 9. Check if any temporary or permanent structures will be placed: Waterward of the ordinary high water mark or line for fresh or tidal waters AND/OR Waterward of the mean higher high water for tidal waters? 10.Will fill material(rock,fill, bulkhead,or other material)be placed: ❑ Waterward of the ordinary high water mark or line for fresh waters? If YES,VOLUME(cubic yards) /AREA (acres) 0 Waterward of the mean higher high water for tidal waters? If YES, VOLUME(cubic yards) /AREA (acres) ECY 070-15(Rev 11/04) DARPA Contact the State of Washington Office of Regulatory Assistance for latest version or call 360/407-7037 or 800/917-0043 11. Will material be placed in wetlands? El YES Ex NO If YES: A. Impacted area in acres: B. Has a delineation been completed? If YES, please submit with application. El YES El NO C. Has a wetland report been prepared? If YES,please submit with application [0 YES Et NO D. Type and composition of fill material(e.g.,sand,etc.) E. Material source: 11 - F. List all soil series(type of soil)located at the project site,and indicate if they are on the county's list of hydric soils. Soils information can be obtained from the natural Resources Conservation Service(NRCS). G. WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? p YES El NO If YES, IMPACTED AREA IS ACRES OF DRAINED WETLANDS. NOTE:If your project will impact greater than'/of an acre of wetland,submit a mitigation plan to the Corps and Ecology for approval along with the JARPA form. NOTE:A 401 water quality certification will be required from Ecology in addition to an approved mitigation plan if your project impacts wetlands that are: a)greater than Ye acre in size, orb)tidal wetlands or wetlands adjacent to tidal water. Please submit the JARPA form and mitigation plan to Ecology for an individual 401 certification if a)orb)applies. 12. Stormwater Compliance for Nationwide Permits Only: This project is(or will be)designed to meet ecology's most current stormwater manual,or an Ecology approved local stormwater manual. ❑ YES Ei NO If YES—Which manual will your project be designed to meet? If NO—For clean water act Section 401 and 404 permits only—Please submit to Ecology for approval,along with this JARPA application,documentation that demonstrates the stormwater runoff from your project or activity will comply with the water quality standards,WAC 173.201(A) 13.Will excavation or dredging be required in water or wetlands? YES El NO If YES: A. Volume: (cubic yards)/area B. Composition of material to be removed: C. Disposal site for excavated material: D. Method of dredging: 14. Has the State Environmental Policy Act(SEPA)been completed YES 0 NO (See text below) SEPA LEAD AGENCY. Port of Anacortes SEPA DECISION: DNS,MONS,EIS,ADOPTION,Exemption DECISION DATE(END OF COMMENT PERIOD) SUBMIT A COPY OF YOUR SEPA DECISION LETTER TO WDFW AS REQUIRED FOR A COMPLETE APPLICATION 15. List other Applications,approvals or certifications from other federal, state or local agencies for any structures, construction discharges or other activities described in the application(i.e. preliminary plat approval, health district approval, building permit, SEPA review, federal energy regulatory commission license(FERC), Forest practices application, etc.). Also, indicate whether work has been completed and indicate all existing work on drawings. NOTE: For use with Corps Nationwide Permits, identify whether your project has or will need an NPDES permit for discharging wastewater and/or stormwater. TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION NO DATE OF APPLICATION DATE APPROVED COT'PLETED? Building Permit City of Anacortes Estimated to apply in August of 2005 ECY 070-15(Rev. 11/04) JARPA Contact the State of Washington Office of Regulatory Assistance for latest version or call 360/407-7037 or 800/917-0043 SECTION B-Use for Shoreline and Corps of Engineers permits only: 17a.Total cost of project. This means the fair market value of the project, including materials,labor, machine rentals, etc. Total cost of approximately$75, 000. 17b. If a project or any portion of a project receives funding from a federal agency,that agency is responsible for ESA consultation. Please indicate if you will receive federal funds and what federal agency is providing those funds. See instructions for information on ESA.* FEDERAL FUNDING El YES 0 NO If YES, please list the federal agency. Dept.of Homeland Security-Transportation Security Administration 18. Local government with jurisdiction: Skagit County 19. For Corps,Coast Guard and DNR permits, provide names,addresses and telephone numbers of adjoining property owners, lessees, ' etc. Please note: Shoreline Management Compliance may require additional notice—consult your local government. • NAME ADDRESS PHONE NUMBER SECTION C-This section MUST be completed for any permit covered by this application 20. Application is hereby made for a permit or permits to authorize the activities described herein. I certify that I am familiar with the information contained in this application,and that to the best of my knowledge and belief,such information is true,complete,and accurate. I further certify that I p ess the authority to undertake the proposed activities. I hereby grant to the agencies to which this application is made,th gh to enter the above-described location to inspect the proposed, in-progress or completed work. I agree to start work ON6\Y s as n . a:� received. DATE � July 25,2005 SIGNATURE OF APPLICANT DATE SIGNATURE OF AUTHORIZED AGENT I HEREBY DESIGNATE TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT(S). I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED, I MUST SIGN THE PERMIT. SIGNATURE OF APPLICANT DATE SIGNATURE OF LANDOWNER(EXCEPT PUBLIC ENTITY LANDOWNERS, E.G. DNR) THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND THE AGENT,IF AN AUTHORIZED AGENT IS DESIGNATED. 18 U.S.0§1001 provides that: Whoever,in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any trick, scheme,or device a material fact or makes any false, fictitious, or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious, or fraudulent statement or entry, shall be fined not more than $10,000 or imprisoned not more than 5 years or both. COMPLETED BY LOCAL OFFICIAL A. Nature of the existing shoreline. (Describe type of shoreline,such as marine, stream, lake, lagoon, marsh, bog,swamp,flood plain, floodway, delta;type of beach,such as accretion,erosion, high bank, low bank,or dike;material such as sand,gravel, mud,clay, rock,riprap;and extent and type of bulkheading, if any) B. In the event that any of the proposed buildings or structures will exceed a height of thirty-five feet above the average grade level, indicate the approximate location of and number of residential units, existing and potential,that will have an obstructed view: C. If the application involves a conditional use or variance,set forth in full that portion of the master program which provides that the proposed use may be a conditional use,or,in the case of a variance,from which the variance is being sought: These Agencies are Equal Opportunity and Affirmative Action employers. For special accommodation needs,please contact the appropriate agency in the instructions ECY 070-15(Rev. 11/04) JARPA Contact the State of Washington Office of Regulatory Assistance for latest version or call 360/407-7037 or 800/917-0043 \\ :I Figure 1 — Vicinity Map $, Pier 2, Port of Anacortes, Anacortes, WA r� . �. rokaer- =.s . _ ski u ^s,t , 3�` - t . .P "E f ; , .gas f 3 • ,k 4ti+;: fia:Y . ,ter'l;i {r*tifi`�v 1 '` I T c �7� --- - • / P m i•.Y:,z'ye 4,S� 'V#i t' ,, {S9�w'x, a .. +" �• " r €��.IYyA�Yi+� 5 e-_ ja�ka3� x}� jYrs } x- {' 4/+a i ; r` }r a " 'a` ^' aha tY -,r '4� - - - �',+9f19H't z \ yT i �,'- -�. kc s1h.+k ,3 'M3q.4z,44.'`taa t' {{, f. I,-I I'F i 'at 't -ii dbh E y 1 i ., WW Sic t= ,p- fie ,' I t d .. °T �fr '�i3 t j. f ✓ _ t ,}4k €ateAt } pyr �€ �j 2.,...." C - "� _ ! y„J t 3,. , -,,,,,,,,,,,,,,,,,-2„:,;,,-.. ^i'^. M r. n r e:ant tA� K'.4�J& c, i' 3- t . 4 t+gty❑”r f r RY "''"'""' f I °>„Y-.t� �k'a t su amw J. `7 p 4 5 M4{ i 4 - t sef . T _ ryNr � . i...Y s J - u Ave** Ilk q F/ t 4 We 1 7 t I" t tFgc{t } an f Wil 1. 0,fy 9 fft—jr N.V+Q.hR+StA}lyrof A i 5 Y y ',f' r{. �jej f�.i. Y � •� • S Y 1 t o � ✓. i^vn6 xadbea .,. - . ,. ",__. j ' -70 ' } it:Li t. Wi h# ` '`aua u _ t A y M1f/ !r �� 'fRr#M..f Margaret Schwertner -1 r. Environmental Administrator 4 Port or Anacortes Y 4 - P.O. Box 297,Anacortes,WA 98221 " t Offlca (360)299-1827 Fax: (360)293-9608 ":29. Cell: (360)661-11907 Email mschwertner@portofanacortes.con [:,�- o. Transmittal To: City of Anacortes Date: July 28, 2005 Attn: Don Measamer RE: Pier 2 Security Fencing Maintenance & Repair Project Message: Dear Don, Attached is a Building Permit Application for the Pier 2 Security Fencing Maintenance & Repair Project. Also attached is a Bid Document which includes drawings and information on the project. All reference to an 8-foot fence is no longer accurate. Replacement and installation of sections of the Pier 2 security fencing will now be completed with a 7-foot fence. A project Change Order will be issued to the contractor within the next few weeks to reflect this change. Please do not he ate to contact me with any questions regarding this information or project. Sincere PORT OF ANACORTES Margaret Schwertner c Environmental Administrator r'— ti c7 `l Cc: Becky Darden, Port of Anacortes r - oi A,N4 PIER II SECURITY IMPROVEMENTS �.° ��, PROJECT #076-04 x ` ADDENDUM NO. 1 c>st; 19=6 July 21 , 2005 NOTE: FAILURE TO ACKNOWLEDGE RECEIPT OF THIS ADDENDUM ON THE BID FORM DOES NOT AFFECT THE BIDDER'S OBLIGATION FOR COMPLIANCE. SECTION II —TECHNICAL SPECIFICATIONS Section 8-12: Chain-Link REVISE Section 8-12.3(1)A Chain-link Fencing, Fabric Item 2, 4th Fence and Chain-Link sentence to read: Cantilever Slide Gates "Fabric shall be 9-gauge wire, 2-inch mesh, one-piece fabric widths, knuckled at both selvages." Section 8-20: Illumination, ADD to Section 8-20.1 Description, first paragraph: Traffic Signal Systems, and Electrical "New power supply transformer shall be 200 Amp." SECTION III — CONTRACT DRAWINGS Sheet C-101 of 6: Existing DELETE Note #3 from plan sheet C-101. Conditions, Proposed Fence Replacement, Repair and/or No fill will be placed under the south fence line. Construction Sheet C-102 of 6: Proposed ADD note to plan sheet C-102: Automatic Cantilever Slide Gate and Fence Site Plan "Ground under automatic cantilever slide gate shall be level, and shall be within 2-inches of bottom of gate. Remove material to provide level ground as necessary under cantilever slide zone." Sheet C-102 of 6: Proposed REVISE cantilever gate leaf location to be inside site, with gate posts Automatic Cantilever Slide between the fence and the gate leaf. Coordinate this location with Gate and Fence Site Plan the Port of Anacortes. No plan will be reissued for this revision. Sheet C-102 of 6: Proposed ADD note to plan sheet C-102: Automatic Cantilever Slide Gate and Fence Site Plan "New power supply transformer shall be 200 Amp." Pier II Security Improvements Port of Anacortes Project#076-04 Page 1 of 2 Addendum No. 1 PIER II SECURITY IMPROVEMENTS N'tC < . 046 PROJECT #076-04 c ADDENDUM NO. 1 t: ly�b July 21 , 2005 NOTE: FAILURE TO ACKNOWLEDGE RECEIPT OF THIS ADDENDUM ON THE BID FORM DOES NOT AFFECT THE BIDDER'S OBLIGATION FOR COMPLIANCE. Sheet C-502 of 6: Control REVISE detail 2 on plan sheet C-502: Panel and Conduit Trench Detail Install one spare conduit from the power connection point at the panel to the new power transformer and control panel, for a total of two 4-inch O.D conduits. Install a total of five 4-inch O.D. conduits under the driveway from the new transformer across to the north side of pavement. No plan will be reissued for this revision. FOR INFORMATION ONLY Bid Date & Time: There are no changes to the bid date or time. Bids Due: Tuesday, July 26, 2005 at 2:00 PM. END OF ADDENDUM NO. 1 Pier II Security Improvements Port of Anacortes Project#076-04 Page 2 of 2 Addendum No. 1 • ''� � '{'� PORT OF ANACORTES - BID SOLICITATION PROJECT #076-04 PIER II SECURITY IMPROVEMENTS L { 9 iffy ' wr} �` � -fir ai , Pre-Bid Meeting: July 19, 2005 at 10:00 a$m4 Bid Proposals Due:• July 26 2005 at 2:00 p¢m� , MV 4 c rst. 1916 BID SOLICITATION TABLE OF CONTENTS SECTION I CONTRACT DOCUMENTS SECTION II TECHNICAL SPECIFICATIONS SECTION III CONTRACT DRAWINGS SECTION IV BID FORMS (This section to be completed for Bid submittal) SECTION V PREVAILING WAGE INFORMATION SECTION I CONTRACT DOCUMENTS 0� ANit e off. €in * tri hst.1916 Pier II Security Improvements Project #076-04 7 a �a O °IRST AND COMMEPCIAi AVENUE • PO EQX 297 • ANACORTES JJA 98:21 USA �s��wen n 1J6b<93 31;a • FAX'3301 293 9dCA • IVWVJ PORTOPANAC09TE5 CQd en..106 PORT OF ANACORTES r CONTRACT DOCUMENTS Ll L FOR PIER II SECURITY IMPROVEMENTS PROJECT #076-04 r- H DATED: JULY 11, 2005 PORT OF ANACORTES FIRST STREET AND COMMERCIAL AVENUE ANACORTES, WASHINGTON EXECUTIVE DIRECTOR: COMMISSIONERS: Dan Stahl Steve Hopley C.R. Mallary Ray Niver Brian Wetcher William L. Short L 0 i r. 7 CONTRACT DOCUMENTS TABLE OF CONTENTS r CONTRACT DOCUMENTS I flPART I INTRODUCTION 1 INVITATION TO BID I ri BIDDER'S CHECKLIST 4 PART II BIDDING REQUIREMENTS 5 INFORMATION FOR BIDDERS 5 rc BID FORM 12 TOTAL BID AMOUNT 13 BIDDER'S BREAKDOWN OF TOTAL BID AMOUNT 15 BIDDER'S DECLARATION AND UNDERSTANDING 23 PROJECT SCHEDULE 24 LIQUIDATED DAMAGES '4 ADDENDA '4 7 PREVAILING WAGE '4 SURETY DISCLOSURE 25 BIDDER INFORMATION AND SIGNATURE '5 r- STATEMENT OF BIDDER'S QUALIFICATIONS AND PROPOSED L SUBCONTRACTORS 27 STATEMENT OF PROPOSED SUBCONTRACTORS 29 n DEPOSIT OR BID BOND FORM 30 NON-COLLUSION AFFIDAVIT ii PART III CONTRACT FORMS 34 rl CONTRACT 14 b THE PORT'S FORMS OF ACKNOWLEDGMENTS 16 CONTRACTOR'S FORMS OF ACKNOWLEDGMENT '7 CERTIFICATE OF INSURANCE 40 DECLARATION OF OPTION FOR MANAGEMENT OF STATUTORY RETAINED PERCENTAGE 42 CONTRACT BOND 43 Ifl BOND WAIVER INFORMATION(CONTRACTS OF LESS THAN S25,000.00) 45 h�-1 BOND WAIVER 46 NOTICE OF AWARD 47 ACCEPTANCE OF NOTICE 48 NOTICE TO PROCEED 49 RELEASE AND CERTIFICATE OF PAYMENT 50 CERTIFICATION OF SUBSTANTIAL COMPLETION 53 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT 55 PART IV CONDITIONS OF THE CONTRACT 56 r GENERAL CONDITIONS 56 L PREVAILING WAGE 73 1 PART V SCOPE OF WORK AND SPECIFICATIONS 76 E L. '_ Pier II Security Improvements Port of Anacorts L Project 0076-04 -I Contract Documents � 0 d ® Q eva i n PART I INTRODUCTION INVITATION TO BID FOR PIER II SECURITY IMPROVEMENTS PROJECT #076-04 1.01 General Information The Port of Anacortes (the "Port") is requesting bid proposals for the Pier II Security Improvements, Project #076-04 (the "Project"). The Port will accept sealed bid proposals — provided they are received at: Port of Anacortes First and Commercial Avenue P.O. Box 297 Anacortes, Washington 98221 The sealed bid proposals must be received by 2:00 pm, on Tuesday, July 26, 2005. j The Project generally involves the installation of lighting and a new automatic gate for P vehicle access at the main entrance, as well as the repair, replacement, and construction of fence around the perimeter of the Pier II facility, as more fully defined in the Contract Documents (the "Work"). The complete set of contract documents may be obtained for a non-refundable charge of S20.00 to cover administrative and duplicating costs. To obtain a copy of the bid packet, requests and payment must be mailed to the above referenced address, or hand delivered to the Port main office located at First and Commercial Avenue in Anacortes, WA. All questions regarding the project Specifications or Scope of Work are to be directed to Jason Chandler, Maintenance Supervisor at the Port of Anacortes, (360) 299-1826, Fax (360) 293-9608. Each bid shall be prepared and submitted in accordance with the provisions of the Contract Documents. Bids received after the deadline indicated above will not be considered and will be returned to the Bidder unopened. Bidder accepts all risks of late delivery, regardless of fault. Each bid must be submitted on the bid forms included in the Contract Documents. The bid must be placed in a sealed envelope and plainly marked on the outside as for the Pier II Security Improvements, Project#076-04, and must include the name and address of the Bidder and the bid opening date. S Pier❑Security Improvements Port of Anacortes Project tl076-04 -I Contract Documents INVITATION TO BID IContinuedt Each bid must be accompanied by a Bid Guarantee in the form of a certified check, cashiers check, or bid bond (issued by an authorized surety company) and made payable to the Port of Anacortes in an amount not less than five percent (5°%) of the Total Bid Amount. The check or bid bond shall be given as a guaranty that the Bidder will execute the Contract included herein and that the bidder, as the Successful Bidder, will provide a Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, Contract Bond and Statement of Intent to Pay Prevailing Wages as specified in the Contract Documents, within ten (10) days after notification of the award of the Contract. The proposed contract is subject to the following regulations: 1. All labor on the project shall be paid no less than the minimum wage rates established by the U.S. Secretary of Labor or the Washington State Department of Labor and Industries, whichever is higher. 2. Each Bidder must supply all information required by the bid documents and specifications. r 3. Each Bidder must complete, sign and furnish with his bid a "Certification of Nonsegregated Facilities" and a "Certification Regarding Debauuent, Suspension, Ineligibility, and Voluntary Exclusion", as contained in the Bid Proposal. 4. Minority business enterprises will be afforded frill opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award of any contract entered into pursuant to this advertisement. r 5. Women will be afforded equal opportunity in all areas of employment. However, the employment of women shall not diminish the standards or requirements for the employment of minorities. The Port of Anacortes reserves the right, in its sole discretion and without liability therefore, to reject any and all bids, to waive any irregularities or infounalities in the bid or in the bidding process or to re-bid the Project. No Bidder may withdraw its bid after the hour set for the opening of bids or before award of the Contract, unless the award is delayed for a period EA exceeding thirty (30) days from the date the bids are opened. 12 A pre-bid conference is scheduled for 10:00 am on Tuesday, July 19, 2005 at: Port of Anacortes Pier II Facility 3rd Street and R Avenue Anacortes, Washington 98221 It is highly recommended that all potential bidders attend this conference. Pier II Secunty l mprooements _-_ Port of Anacortes Project 0076-04 Contract Documents n INVIT\TION TO I1I1) (Confinuct12 The award of the contract is subject to approval of the Transportation Security L Administration and availability of funds. l- Dated this 11 al day of July, 2005. 7 J PORT OF ANACORTES Becky Darden Project Coordinator n L L L S U U C L U Pier ll Secunry Improvements Port of Anacortes Project#076-04 Contract Documents BIDDER'S CHECKLIST ALL RESPONSIVE BIDS SHALL INCLUDE THE FOLLOWING FORMS WHICH MUST BE FULLY COMPLETED AND PROPERLY EXECUTED (copies included under Section IV Bid Forms of the Bid Solicitation, for bidder's use and submittal): 1. Bid Form The Bid Form attached must be filled in completely and properly signed by the Bidder. 2. Statement of Bidder's Qualifications and Proposed Subcontractors 3. Deposit or Bid Bond Form This form is to be executed by the Bidder and the surety company unless the bid is accompanied by a certified or cashier's check. The amount of the deposit or bid bond shall be not less than five percent (5%) of the total bid amount and shall r, be shown in dollars. 4. Non-Collusion Affidavit This form must be filled in and signed before a Notary Public. 5. Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary 1 Exclusion 6. Certification of Nonsegregated Facilities THE FOLLOWING FORMS ARE TO BE PROPERLY EXECUTED AND DELIVERED TO THE PORT OF ANACORTES WITHIN TEN (10) DAYS AFTER THE NOTICE OF CONTRACT AWARD IS ISSUED: kA 1. Contract 2. Certificate of Insurance 3. Declaration of Option for Management of Statutory Retained Percentage 4. Contract Bond fl 5. Statement of Intent to Pay Prevailing Wages Pier if Security Improvements _ Port of Anacortes Project#076-04 -4 Contract Documents [1 PART II BIDDING REQUIREMENTS P INFORMATION FOR BIDDERS C 2.01 Scope of Work r J The Work as contemplated in the Contract Documents includes all labor, materials (except materials provided by the Port, if any), transportation, equipment and services necessary for, and reasonably incidental to, the completion of the Work described in the Contract Documents, which consist of all documents identified in the preceding Table of Contents and all addenda issued by the Port prior to the scheduled closing time for receipt of bids. 2.02 Examination of Contract Documents Each Bidder is responsible for inspecting, reading and being thoroughly familiar with the Contract Documents and for fully acquainting itself with conditions relating to difficulties and r-- restrictions attendant to the execution of the Work required by the Contract Documents. The failure or omission of any Bidder to do any of the foregoing, receive or examine any form, instrument, addendum or other document or acquaint itself with existing conditions or legal I 1 requirements which have a bearing on construction and delivery costs, shall in no way relieve any Bidder from any obligation with respect to its bid or to the Contract. The submission of a bid shall be taken as the Bidder's certification of compliance with this section. After bids have been submitted, the Bidder shall not assert that there was a misunderstanding concerning the nature of the Work described in the Contract Documents. 2.03 Site Conditions Each Bidder shall visit the Project site and thoroughly inform itself of all conditions and factors which would affect the Work and the cost thereof; including, but not limited to, the arrangement and condition of existing or proposed structures affecting or that are affected by the proposed Work; the procedure necessary for maintenance of uninterrupted operation; the availability and cost of labor; and facilities for transportation, handling, and storage of materials and equipment. Information provided by the Port regarding site conditions shall not be a part of the Contract Documents and there is no express or implied guarantee of the data given nor of any interpretation thereof. It must be understood and agreed that all such factors have been properly investigated and considered by each Bidder in the preparation of every bid submitted. No claims for financial adjustment to any contract awarded for the Work will be permitted by the Port when the same are based on the lack of such prior information or its effect on the cost of the Work. l Pier(I Secunty Improvements _ Port of Anacortes Project 10076-04 Contract Documents 5� INFORMATION FOR BIDDERS (Continuedi 2.04 Interpretations rti Information obtained from an officer, agent, or employee of the Port or any other person shall not affect the risks or obligations assumed by the Bidder nor relieve it from fulfilling any of the conditions of the Contract. No oral interpretations will be made to any Bidder as to the meaning any of the Contract Documents. Every request for such an interpretation shall be in writing and addressed and forwarded to the Port, five (5) or more days before the date fixed for opening of bids. Every interpretation made to a Bidder will be in the form of an addendum to the Contract Documents which, if issued, will be sent as promptly as is practicable to all parties to whom the Contract Documents have been issued. All such addenda shall become a part of the Contract Documents. 2.05 Preparation of Bid Form Each Bidder shall submit its bid on the Bid Form furnished by the Port and included in the Contract Documents. All prices must be stated in both words and figures. All blank spaces in the Bid Form shall be properly filled in, either legibly in ink or typewritten, and the Bid Form L. must be fully completed and executed when submitted. Each Bidder shall bid upon the Work exactly as specified and as provided in the Bid Form. If the bid is made by a partnership, it shall contain the names of each partner and shall be signed in the firm name, followed by the signature of the person authorized to sign. If the bid is made by a corporation, it shall be signed in the name of the corporation, followed by the written signature of the officer signing, and the printed or typewritten designation of the office he or she holds in the corporation. 2.06 Sales Tax Washington State Sales Tax shall be paid in accordance with State Department of Revenue Rules No. 170 and 171. The Contractor shall collect from the Port of Anacortes and pay to the State of Washington the retail sales tax on the full Contract price as shown on the tJ Contract but all other taxes shall be included within the quoted rates. 2.07 Alterations in Bid n Except as otherwise provided herein, any bid which is incomplete or illegible, or which is conditioned in any way, or which contains erasures not authenticated as provided herein, or contains alterations or items not called for in the Bid Form, or which are not in conformity to law, may, in the Port's sole discretion and without liability therefore, be rejected as non- responsive. An award will be made as a whole to one (1) Bidder. n The Bid Form invites bids on a definite Scope of Work and Specifications. Only the amounts and information asked on the furnished Bid Form will be considered as the bid. If the Bid Form requires both unit prices and a total price, in the event there is a discrepancy between the unit prices and total price, the total price shall control. A conditional bid, qualified bid or bid U containing discrepancies between unit prices and total price will be considered non-responsive and, in the Port's sole discretion and without liability therefore, may be rejected. Pier 11 Secunty Improvements _6- Port of Anacortes Project#076-04 Contract Documents LINFORMATION FOR BIDDERS (Continuedt Li 2.08 Erasures rn Bids submitted must not contain any erasures, interlineation or other corrections unless LJ each such correction is suitably authenticated by affixing in the margin immediately opposite the correction the initials or signature of the person signing the bid. L .'� 2.09 Statement of Bidder's Qualifications and Proposed Subcontractors ri Each Bidder must furnish a statement of its Work experience and general ability to perform the Work contemplated. The statement is part of the Bid Form. The Port shall have the right to make such investigations as it deems necessary to determine the ability of the Bidder to H furnish the Work as described in the Contract Documents, and the Bidder shall furnish to the Port all such information and data for this purpose, as the Port may request. Each Bidder shall be skilled and regularly engaged in the general class or type of Work called for in the Contract L Documents. Proposed subcontractors shall be competent, experienced and thoroughly familiar with aspects of the Work which they will perform. The Port reserves the right to reject any bid if the evidence submitted by, or the investigation of, such Bidder fails to satisfy the Port that such Bidder and its proposed subcontractors are properly qualified to carry out the obligations of the Contract and to furnish the Work described in the Contract Documents. Each Bidder must either designate on the Statement of Bidder's Qualifications and Proposed Subcontractors, or within one (1) hour after the published bid submittal time, the 11'I names of the subcontractors with whom the Bidder, if awarded the Contract, will subcontract for ` J performance of the work of(i) HVAC (heating, ventilation and air conditioning); (ii) plumbing as described in Chapter 18.106 RCW; and (iii) electrical as described in chapter 19.28 RCW, or to name itself for the work. The Bidder shall not list more than one subcontractor for each category of work identified, unless subcontractors vary with bid alternates, in which case the Bidder must indicate which subcontractor will be used for which alternate. Failure to name such subcontractors (or to name itself to perform such work) or the naming of two or more Subcontractors to perform the same work shall render the Bidder's bid non-responsive and cause (� it to be rejected. Substitution of a listed Subcontractor either before or after the award of the Contract in an effort to "bid shop" or "bid peddle" is prohibited. Bidder may substitute another Subcontractor for a listed Subcontractor only for one or more of the following reasons: a. Refusal of the listed Subcontractor to sign a contract with the Bidder. b. Bankruptcy or insolvency of the listed Subcontractor. c. Inability of the listed Subcontractor to perform the requirements of the proposed Contract or Project. d. Inability of the listed Subcontractor to obtain the necessary license, bonding, insurance or other statutory requirements to perform the work detailed in the Contract. e. The listed Subcontractor is barred from participating in the Project as a result of a court order or summary judgement. Pier II Security Improvements _ Port of Anacorres Project ff076-04 -7 Contract Documents INFORMATION FOR BIDDERS (Continued) 2.10 Submission of Bid Each Bid Form must be submitted intact, in a sealed envelope, addressed to the Port of Anacortes. Each sealed envelope containing a bid must be plainly marked on the outside as Pier II Security Improvements, Project #076-04; the envelope shall also bear on the outside the name of the Bidder and its address. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope addressed to the Port at the address specified in the Invitation To Bid. Bids must be received at the time and place stated in the Invitation To Bid. It is the sole responsibility of the Bidder to see that its bid is received in proper time. Any bid received after the scheduled closing time for receipt of bids will be returned to the Bidder unopened. The Port reserves the right, in its sole discretion and without liability therefore, to postpone the date and time for the opening of bids at any time prior to the bid opening date and time as stated in the Invitation to Bid. fl 2.11 Modification of Bid Modification of Bids already received will be considered only if the request for the privilege of making such modifications is received in writing and the modifications are made prior to the scheduled closing time for the receipt of the bids. All modifications must be made in writing accompanied by the signature of the Bidder. No oral or telegraphic modifications will be considered. Changes in or additions to or any modification of the Bid Form which is not specifically called for in the Contract Documents may, in the Port's sole discretion and without liability therefore, result in rejection of the bid for it not being responsive. 2.12 Withdrawal of Bid At any time prior to the scheduled closing time for receipt of bids or authorized Li postponement thereof, any Bidder may withdraw its bid, either personally or by telegraphic or written request. If withdrawal is made personally, proper receipt shall be given therefore. No Bidder may withdraw a bid within thirty (30) days after the actual date of the opening h�J thereof. Negligence on the part of the Bidder in preparing the bid confers no rights for the withdrawal of the bid after it has been opened. 2.13 Rejection of Bid The Port reserves the right, in its sole discretion and without liability therefore, to reject any or all bids or to waive any informalities or minor defects in connection with said bids. The Port reserves the right to re-bid or cancel the Project, without liability therefore. 2.14 Bid Guaranty A bid guaranty in the form of a certified check, cashier's check or bid bond made payable to the Port for an amount equal to at least five percent (5%) of the Total Bid Amount, along with Pier It Secunty Improvements _ Port of Anacortes Project#076-04 _g Contract Documents INFORMATION FOR BIDDERS (Continued) Li the completed Deposit or Bid Bond Form, shall accompany each bid, as evidence of good faith and as a guarantee that if awarded the Contract, the Bidder will execute the Contract, provide the Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, Contract Bond, and Statement of Intent to Pay Prevailing Wages as required herein. As soon as the bids have been compared, the Port will return the bid guarantees of all except the three (3) lowest responsible Bidders. The Port reserves the right to hold the bid guarantees of the three (3) lowest responsible Bidders for thirty (30) days after the actual date of the opening of bids or until the Successful Bidder has entered into a Contract, furnished a satisfactory n Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, Contract Bond and Statement of Intent to Pay Prevailing Wages, whichever period of time is less. When the Contract is executed and the required documents provided, the bid guarantees of the two remaining unsuccessful bidders will be returned. 2.15 Non-Collusion Affidavit, Certification Regarding Debarment, Suspension, Ineligibility. and Voluntary Exclusion Each Bidder shall provide the same as herein required. 7 2.16 Contract and Contract Bond The form of contract which the Successful Bidder will be required to execute, the form and amount of the Contract Bond which the Successful Bidder is required to furnish at the time of execution of the contract, the form of the Certificate of Insurance and the Declaration of r Option for Management of Statutory Retained Percentage, and the Statement of Intent to Pay L Prevailing Wages which the Successful Bidder is required to furnish at the time of execution of the contract are set forth in the Contract Documents and should be carefully examined by the r Bidder. The Contract and the Contract Bond shall be executed in original counterparts. LJ The Successful Bidder is required, pursuant to RCW 39.08 et seq., to post a Contract Bond equal to one hundred percent (100%) of the Contract price, to guarantee satisfactory completion of the Contract. The Successful Bidder is also required to provide a warranty in the f - amount of one hundred percent (100%) of the Contract price to insure against defects in workmanship and materials furnished by the Successful Bidder for a period of one (1) year following completion and acceptance of the Contract Work. 2.17 Award and Execution of Contract Any award of Contract will be made by the Port in its sole discretion, to the lowest responsible Bidder on the basis of the bid submitted which best meets the requirements of the Port. n All applicable laws, ordinances, and rules and regulations of all authorities having jurisdiction over the Work shall apply to the Contract throughout. Within ten (10) days of the receipt of the Notice of Award, the party to whom the h Contract is awarded will be required to execute and deliver to the Port the Contract, the Contract L Pier)[Secunty Improvements _9_ Port of Anacortes Project M076-04 Contract Documents INFORMATION FOR BIDDERS lContinuedl Bond, the Certificate of Insurance, the Declaration of Option for Management of Statutory Retained Percentage, and the Statement of Intent to Pay Prevailing Wages. The said Contract Bond shall be furnished by a Surety Company acceptable to the Port, using the form included herein. The Notice of Award shall be accompanied by the necessary Contract, Contract Bond, Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, and the Statement of Intent to Pay Prevailing Wages. In case of failure of the Bidder to execute and deliver the above documents, the Port may, in its sole discretion and without liability therefore, consider the Bidder in default, in which case the bid guarantee accompanying the bid (or if in the form of a bond, the penal sum of the bond) shall become the property of the Port (or if in the form of a bond, due to the Port). rl Within ten (10) days of receipt of acceptable Contract, Contract Bond, Certificate of Insurance, and Statement of Intent to Pay Prevailing Wages, and Declaration of Option for Management of Statutory Retained Percentage signed by the Bidder to whom the Contract was J awarded, the Port shall sign the Contract and return to such Bidder an executed duplicate of the Contract. Should the Port not execute the Contract within such period, the Bidder may by - written notice, given after the expiration of the period, withdraw its signed Contract. Such notice or withdrawal shall be effective upon receipt of the notice by the Port. If Bidder withdraws its signed Contract based on the Port's failure to timely execute same, Bidder's withdrawal terminates the contracting process without liability on the part of the Port. No award shall be made until the granting agency has concurred with the sponsor's recommendation to make such award and has approved the sponsor's proposed contract, if required. r 2.18 Notice to Proceed The Notice to Proceed shall be issued within ten (10) days of the execution of the Contract by the Port. Should there be reasons why the Notice to Proceed cannot be issued within Li such period, the issuance may be extended by mutual agreement between the Port and Bidder. If the Notice to Proceed has not been issued within the period mutually agreed upon, the Bidder P may terminate the Contract without further liability on the part of either party. 2.19 Captions, Construction The titles to sections of the Contract Documents are not a part of the Contract Documents and shall have no effect upon the construction or interpretation of any part thereof. The Contract Documents shall be construed and governed by the laws of the State of Washington. 2.20 Contract Documents The Contract Documents consist of all the documents identified in the preceding Table of Contents and all addenda issued by the Port prior to the closing time for receipt of bids. Pier II Secunty Improvements _f 0_ Port of Anacortes Project H076-04 Contract Documents INFORMATION FOR BIDDERS (Continucdl �i 2.21 Certification Regarding Debarment, Suspension Ineligibility, and Voluntary Exclusion 49 L CFR Part 29 The bidder/offeror certifies, by submission of this proposal or acceptance of this contract, that neither it nor its principals is presently debarred, suspended, proposed for debarment, or declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. It further agrees by submitting this proposal that it will include this clause without modification in all lower tier transactions, solicitations, proposals, contracts, and subcontracts. Where the bidder/offeror/contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation to this solicitation/proposal. 2.22 Miscellaneous LJ An attorney-in-fact who signs a Bid Bond or a Contract Bond must file with each bond a certified and effective dated copy of his power of attorney. E P U rl, Li f LJ n 0 0 U i ,, J t- L r1 Pier It Security Improvements _ Pon of Anacones Project#076-04 t Contract Documents BID FORM ,31 Including Bidder Breakdown of Total Bid Amount; Bid Descriptions; Construction Schedule; Unit Price Information for Extra Work (Force Account); Statement of Bidder's Qualifications; and, Proposed Subcontractors. Name of Bidder: Street Address: ft Mailing Address: Telephone No.: Fax No. Bidder's State License No.: Bidder's State Tax Registration No.: Date: TO: PORT OF ANACORTES ADDRESS: First Street and Commercial Avenue P.O. Box 297 Anacortes, WA 98221-0297 PROJECT: Pier II Security Improvements Project#076-04 Gentlemen: Pursuant to and in compliance with your Invitation to Bid, the Information For Bidders and other documents relating thereto, the undersigned has carefully examined the Contract Documents, performance deadlines and requirements, Scope of Work and Specifications, as well as, the premises and conditions affecting the Work, thoroughly familiarized itself with the same, and hereby proposes to furnish all labor and materials and to perform all Work described in the Contract Documents in strict accordance with the Contract Documents, performance deadlines and requirements, Scope of Work and Specifications for the Total Bid Amount shown below. The undersigned acknowledges that the Port reserves the right to accept or reject any bid. The Contract Documents, performance deadlines, Scope of Work and Specifications, which are a part hereof, have the same force and effect as though they were attached hereto. Bidder further proposes to accept as full payment for the Work described in the Contract Documents, the Total Bid Amount shown below (as adjusted to reflect the actual quantities of unit price items, if any). The Bidder agrees that the amount represents a true measure of the labor, materials, equipment, overhead, profit, insurance and all other incidental expenses to cover Pier It Secunty Improvements -12- Port of Anacortes Project 4076-04 Contract Documents RID FORM(Continued' the finished Work called for in these Contract Documents. The amount is based upon the L� undersigned's own estimate of costs, examination of the conditions under which the Work will be performed and assessment of risk. The amount shall be shown in both words and figures. In L1case of discrepancy, the amount shown in words shall govern. Bidder agrees to pay all sales and use or other taxes for the Work and/or equipment contemplated herein as required by law and as separately listed in the space provided in this Bid LJ Form. Bidder further acknowledges that by signing below the waiver of industrial insurance LJ immunity in the General Conditions was made pursuant to RCW 4.24.115 and was the subject of mutual negotiation. Li Li TOTAL BASE BID AMOUNT r m.,. Bidder agrees to accept as full payment for the Base Bid of the Pier II Security Improvements, Project #076-04 as defined in the Contract Documents, based upon the rl undersigned's own estimate of quantities and costs, the following Total Base Bid Amount:* LJ Dollars LI and Cents. (Amount written in words has precedence) Subtotal amount (in numbers) $ Sales Tax at 7.9% of Subtotal amount S Total Bid Amount* $ *As adjusted to reflect the actual quantities of unit price items, if any. C Pier II Security Improvements _13- Port of Anacortes Project N076-04 Contract Documents RID FORM(Conti nuedi TOTAL BID ADDITIVE AMOUNT Bidder agrees to accept as full payment for the Bid Additive of the Pier II Security Improvements, Project #076-04 as defined in the Contract Documents, based upon the undersigned's own estimate of quantities and costs, the following Total Base Bid Amount:* Dollars and Cents. 4 (Amount written in words has precedence) Subtotal amount (in numbers) $ Sales Tax at 7.9% of Subtotal amount $ Total Bid Amount* $ r- *As adjusted to reflect the actual quantities of unit price items, if any. U 1 2 15 a Pier II Security Improvements _14_ Port ofAnacortes Project#076-04 Contract Documents BID FORM(Continued) BIDDER'S BREAKDOWN OF TOTAL BID AMOUNT The following breakdown of the Total Bid Amount is required. The price breakdown shall be fairly apportioned to the various parts of the Work and shall meet with the Port's approval. Actual quantities may change during construction or deleted in entirety. These unit costs will be used for any adjustment to the quantity of work. At the Port's request, the Successful Bidder shall substantiate any price or prices with additional detailed price breakdown or other requested information. In the event of discrepancy between the written Total Bid Amount stated in the preceding Total Bid Amount and the arithmetic total of the components hereinafter set forth, the preceding Total Bid Amount stated in writing shall have precedence. PIER II SECURITY IMPROVEMENTS —BASE BID Item Est. Unit Unit Price or Lump Sum Total Bid No. Name of Pay Item Qty. Figure Words Dollars Cents M1 Mobilization 1 LUMP SUM Cl Site Prep/Demolition/Temporary Erosion 1 LUMP & Sediment Control SUM C2 Automated Cantilever Slide Gate & I LUMP Operators SUM C3 Manual Swing Gate I EACH C4 Manual Pedestrian Gates 2 EACH C5 8' Tall Chain-Link Fencing 708 L.F. C6 Removable Fence Panels 3 EACH C7 Lighting 1 LUMP SUM D1 Demobilization 1 LUMP SLUM PIER II SECURITY IMPROVEMENTS TOTAL BASE BID IN WORDS Pun of.Anacones Pier II Secur-ty Improvements -I$- Contract Dueuw..m, !'inject p076-04 w�— 1- Total Rid® Conrnucd Total Slun�;uRn+ I,um Sum IMPROVEMENTS glE t. Unit Unit*Al Unit Price or 'Words II SECURITY IMPROVE Est. ihiit PIER Qty. ©LUMPISM ADDITIVE Item Name of Pay Item SUM TOTAL BID No airs IMPROVEMENTS a Fence Rep SECURITY 1N11 R PlEltll SG IN'WORDS \I 1 Date: I Authorized Representative Bidding Contractor: I I Port of Amzorn, I [pnnycl U":uw�°t, Pier ll��t},lmptu�'`'n�cnu CI 10 ICI Ty P1olect NU76.t13 3 flBID FORM!Conlin°edl L ii Li BID DESCRIPTIONS L BASE BID ITEMS n H Item Ml: Mobilization Mobilization shall consist of preparatory work and operations including, but not limited to those necessary for the movement of personnel, equipment and supplies to the project site; and for all other associated work and operations which must be performed or costs incurred prior to beginning work on the various items of the Project. Mobilization shall be measured lump sum. The original contract amount bid for mobilization shall not be adjusted, regardless of the fact that the Contractor may have, for any reason, shut down work on the project or moved equipment away from the project and then back again. Partial payment will be made as the work progresses as follows: When 5% of the original contract amount is earned from other bid items, 50% of the amount of the bid for mobilization, or 5% of the original contract amount, whichever is lesser, will be paid. When 10% of the original contract amount is earned from other bid items, 100% of the L amount bid for mobilization, or 10% of the original contract amount, will be paid. Upon completion of all work on the project, payment of any amount bid for mobilization in excess of 10% of the original contract amount will be paid. L_J Item Cl: Site Preparation/Demolition/TESC Site work preparation shall include all labor, equipment, materials, tools and incidentals to prepare the site, perform demolition on existing features, and provide construction temporary erosion and sediment control during construction. Site preparation will include clearing garbage and/or vegetation from the fence lines to be repaired and/or replaced. Site demolition shall include removal of the existing portions of fence and/or gate to be replaced, removing ecology blocks and returning to Port of Anacortes, according to the Plans and Specifications. 1 p The Contractor is responsible for the waste materials haul and disposal in an approved landfill, unless otherwise specified. n Temporary erosion and sediment control shall include all labor, equipment, materials, tools and incidentals to control and prevent silt-laden runoff from exiting the site. Grading proposed for this project is minor, and therefore the Contractor shall minimize open soils, and if necessary Pier II Secunty Improvements -17- Port of Anacortes Project ti076-04 Contract Documents RID FORM(Continued) place catch basin inlet protection or other Engineer-approved methods to prevent silt from entering storm systems. Site Preparation and Temporary Erosion and Sediment Control shall be measured lump sum. Payment will be full compensation for all necessary work. Item C2: Automated Cantilever Slide Gate & Operators Automated cantilever slide gate construction shall include all labor, equipment, materials, tools and incidentals for the automatic cantilever slide gates, operators, controller, remote transmitters, receiver, strobe sensor, and vehicular detector loops. Construction shall include e communication and power trenching; power supply and communications conduit; transformer, control panel and power disconnect mounting; concrete pad for transformer and gate operators; keypad, intercom and related wiring; and steel bollards around transformer. It shall also include all saw cutting, i asphalt removal and disposal costs, trench excavation, shoring and backfill costs associated with the construction of the automated cantilever gate. Contractor shall provide construction of this portion according to the Plans and Specifications. Li Automated Cantilever Slide Gate & Operators shall be measured lump sum. Payment will be full compensation for all necessary work. Item C3: Manual Swing Gate 1 Manual Swing Gate construction shall include all labor, equipment, materials, tools and fl incidentals for the installation of the manual swing gates according to the Plans and Specifications. Manual Swing Gates shall be measured per each. Payment will be full compensation for all .J necessary work. Item C4: Manual Pedestrian Gates Manual Pedestrian Gate construction shall include all labor, equipment, material, tools and +" incidentals to construct manual pedestrian gates according to the Plans and Specifications. Manual Pedestrian Gates shall be measured per each. Payment will be full compensation for all necessary work. n Pier(I Security Improvements —I$- Port of Anacortes Project 11076-04 Contract Documents 13117 FORM(Co 1111n ucdl J L Item CS: 8-ft Chain-Link Fencing 7 Chain-Link Fencing shall include all labor, equipment, materials, tools and incidentals to F construct the chain-link fence according to the Plans and Specifications. 8-ft Chain-Link Fencing shall be measured per lineal foot. Payment will be full compensation for all necessary work. H Item C6: Removable Fence Panels Removable Fence Panel construction shall include all labor, equipment, materials, tools and incidentals to construct removable fence panels according to the Plans and Specifications. Removable Fence Panels shall be measured per each. Payment will be full compensation for all necessary work. Item C7: Lighting Lighting shall include all labor, equipment, materials, tools and incidentals for installation of the r light fixture, mounting bracket, wiring and junction box installation, as indicated in the Plans and Specifications. Lighting shall be measured lump sum. Payment will be full compensation for all necessary work. Item Dl: Demobilization The work under this item shall consist of all labor, materials, tools and equipment necessary for final cleanup and restoration of the area disturbed by construction activities, to a condition equal to, or better than, before construction started. The Contractor shall cleanup the Pier II project site disturbed during construction of the project. This includes removal of all construction equipment, disposal of all excess materials, disposal of all rubbish and debris, and removal of all temporary facilities and controls established due to the Contractor's activities. This item also includes completion of all submittals and required documentation including as-built drawings, certifications, affidavits, warranties, etc. as required by the Contract Documents, Owner and Engineer. Final Cleanup shall be measured lump sum. Final acceptance shall constitute measurement. Payment will be full compensation for all the above-mentioned work. r- Pier 11 Secunty Improeements —19— Port ofAnacorces Project#076-04 Contract Documents BID FORM(Conlin uedl BID ADDITIVE ITEMS Item Al: Fence Repair Fence Repair shall include all labor, equipment,materials, tools and incidentals for installation and repair of the existing fence at the Pier II site, as indicated in the Plans and Specifications. Fence Repair shall be measured lump sum. Payment will be full compensation for all necessary work. p 7 Any work shown on the plans that is not specifically described in the bid description shall be considered incidental to other items of work and shall not be specifically measured for payment. Li 1 C C U U Pier II Security Improvements -20- Port of Anacones Protect#076-04 Contract Documents RID FORM(rontinuedl 7 UNIT PRICE INFORMATION FOR EXTRA WORK (Force Account) TO HANDLE CHANGES, ALTERATIONS AND/OR ADDITIONS TO THE SCOPE OF WORK Full compensation for any and all extra work will be paid for on force account basis using the following rates. All force account work will have the written approval of the Contracting Agency prior to commencement of the work. Overhead and profit is included in each of the prices listed below. EQUIPMENT/MATERIAL RATES EQUIP./MAT CAPACITY, ITEM DESCRIPTION OR HP SIZE RENTAL RATE STANDBY RATE L 1. 2. 3. 4. 5. iJ 6. 7. S. n H 9. 10. 11. n, 12. 13. 14. Li 15. Li 16. 17. 18. 19. 20. 21. 22. L_ 23. 24. 25. Any equipment not listed above, but required to properly perform the Work (other than small P tools, which will be provided at no additional charge), will be provided by Contractor according kfl to the following formula: (e.g., 100% of Data Quest Blue Book) E U Pier It Secunty Improvements Port of Anacortes Projectk076-04 -21 Contract Documents BID FORM(Continnedl LABOR RATES GROSS GROSS CRAFT HOURLY STRAIGHT OVERTIME 7 ITEM (all inclusive) TIME RATE RATE 1. r 2. 3. 4. 7 5. 6. 7. 8. 9. f1 10. LJ 11. 12. 13. 14. 15. 16. 18. 18. 19. 20. 21. 22. 24 24. 25. r L P LA 0 Pier II Secunty Improvements -22- Port ofAnacortes Project N076-04 Contract Documents BID FORM(Continuedt J BIDDER'S DECLARATION AND UNDERSTANDING By signing below, the Bidder certifies that its personnel are experienced in, and capable of performing the Work required by the Contract Documents. L Upon acceptance of this bid and within ten (10) days of the time set for the opening of bids, the Bidder agrees to execute a Contract for the above Work in the form of the Contract and attachments thereto and bound herein, and to provide a Contract Bond, Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, and Statement of Intent to Pay Prevailing Wages, as herein required. Bidder represents that it has examined all of the Contract Documents, including without limitation, the Conditions of the Contract, Specifications and Plans and hereby accepts all their terms and conditions. The Bidder is properly licensed and authorized to do business in the State of Washington. Bidder understands and agrees that the Specifications and Plans may be supplemented by additional Specifications and/or Plans and it is agreed that such supplemental Specifications and Plans, when not in conflict with those referenced above, will have the same force and effect as if completed and attached hereto and that when received they will be considered a part of the Contract Documents. Bidder will comply with all the laws and regulations of the Federal Government, State of r l Washington, and other units of government (including the Port's Resolutions) which are 'J applicable to contracts or Work of this nature even though such laws and regulations may not have been quoted or referred to herein. it 1 Bidder represents that it has filled out all required forms in their entirety and accepts the sole responsibility for their accuracy and completion. Bidder further represents that it has not based its bid on any information provided by the Port other than the information provided in the Contract Documents and the information provided in the addenda, if any. Bidder agrees that the Port would be materially damaged by the Bidder's failure to execute and deliver within ten (10) days of receiving the Port's written Notice of Award, the above named Contract, Contract Bond, Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, and Statement of Intent to Pay Prevailing Wages. The Bidder also agrees that the Port's actual damages under such circumstances would be difficult to calculate, but would in any event amount to at least five percent (5%) of the Total Bid Amount. Thus, Bidder agrees that if it defaults in executing the Contract and in furnishing the Contract Bond, Certificate of Insurance, Declaration for Option for Management of Statutory Retained Percentage, and Statement of Intent to Pay Prevailing Wages within ten (10) days of written Notice Of The Award, then the bid guaranty shall become the property of the Port (or if in the form of a bond, shall be paid to the Port). If, however, this bid is not accepted within L. thirty (30) days of the time set for the opening of bids, or if Bidder executes and delivers said Contract, Contract Bond, Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, and Statement of Intent to Pay Prevailing Wages the bid guaranty shall be returned to Bidder. Pier II Security Improvements _.,3_ Port oCAnacortes Project a076-04 Contract Documents RID FORM(Contin nedt PROJECT SCHEDULE The Project shall be timely completed in accordance with terms of the Contract, including Article 4.02. If requested, Bidder shall create and provide the Port with a Project Schedule that satisfies the Port's requirements for the same. LIQUIDATED DAMAGES The Contract provides for Liquidated Damages as specified in Article 4.02. 7 ADDENDA fl Receipt of Addenda Numbered is hereby acknowledged and the same are hereby incorporated by reference and included in these Contract Documents. PREVAILING WAGE Bidder shall comply with all applicable rules and regulations regarding prevailing wages i and working conditions, including RCW 39.12 et seq., any modifications or amendments thereto, and the current prevailing schedules of wages. Bidder shall furnish, and shall require each and every subcontractor performing work on the Project to furnish, with their first Applications for Payment, copies of their Statements of P-- Intent to Pay Prevailing Wages, which have been submitted to and approved by the Washington State Department of Labor and Industries ("WSDLI") setting forth (i) their registration certificate number, (ii) the prevailing rate of wage for each classification of worker entitled to prevailing wages under RCW 39.12.020, and (iii) the estimated number of workers in each classification. it, Bidder shall otherwise comply with the Contract regarding prevailing wage requirements. Pier II Security Improvements -24- Port of Anacortes Project17076-04 Contract Documents 131D FORM(Cnntinuedj SURETY DISCLOSURE If Bidder is awarded a Contract on its bid, and the Contract Documents require submission of a Contract Bond, the Surety that will provide the Contract Bond is: whose address is Street City State Zip Code ri The Contract Bond must be executed by a duly licensed surety company that is registered with the Washington State Insurance Commission and the surety's name shall appear in the ICJ current Authorized Insurance Company List in the State of Washington as published by the Office of the Insurance Commissioner. BIDDER INFORMATION AND SIGNATURE The party submitting this bid and the party who will enter into the Contract, if this bid is the successful bid, is: 1- H Firm Name Corporation/Partnership/Individual r7 (strike two) doing business at Address City and State F that is the address where all communications concerning this bid and the Contract should be sent. The printed name of the president, secretary, treasurer and manager of the bidding corporation, or the names of all persons and parties interested in this bid as partners or principals are as follows: Name Address IA Pier 11 Security Improvements -25- Port of Anacortes Project#076-04 Contact Documents 131D FORM(Continncdi IF SOLE PROPRIETOR OR PARTNERSHIP IN WITNESS hereto the undersigned has set her/his/its hand this day of 2004. Name of Bidder's Business I' Signature of Bidder !� Title f' r IF CORPORATION IN WITNESS whereof the undersigned corporation has caused this instrument to be executed C and its seal affixed by its duly authorized officers this day of , 2004. Attest: Name of Corporation 1 Secretary By Title C SUBSCRIBED AND SWORN to before me this day of , 2004. Notary Public in and for the State of Residing at My commission expires : Note: 1. If the Bidder is a co-partnership, so state giving the name under which the Bidder's business is transacted. 2. If the Bidder is a corporation, this Bid must be executed by the authorized officials of said corporation. 3. It is mandatory that the Bidder's signature(s) be notarized. Pier 11 Security Improvements _ Port of Anacortes Project tI076-04 -26 Contract Documents ' t^ 7 STATEMENT OF BIDDER'S QUALIFICATIONS AND PROPOSED SUBCONTRACTORS 7 Name of Bidder: n Address: Number of years the Bidder has been engaged in the business under the present firm name tJ indicated: Gross dollar amount of work completed: Gross dollar amount of work under Contract not completed: r L Type of work generally performed by Bidder: List of five major projects of a similar nature which have been completed by the Bidder within the last ten years and the gross dollar amount of each project: rT S iJ S II S I List of five major pieces of equipment which are anticipated to be used on this project by the Bidder and note which items are owned by the Bidder and which are to be leased or rented from others: r U Bank References: P n Pier II Security Improvements _27_ Port of Anacortes ` I Project 0076-04 Contract Documents STATEMENT OF BIDDER'S QUALIFICATIONS AND PROPOSED SUBCONTRACTORS(Continuedt How many general superintendents or other responsible employees in a supervisory position do you have at this time and how long have they been with the Bidder? Have you changed bonding companies within the last three years: If so, why? (Optional): Have you ever sued or been sued bya specialpublic purpose district, municipality, count state P P rP Y> or the federal government involving a public works contract? For what reason? E List case title and cause number of each such lawsuit, as well as the court in which each was filed: 1 Disposition of case, if resolved: Washington State Department of Labor and Industries Workmen's Compensation Account No.: Washington State Department of Licenses Contractor's Registration No. Pier II Security Improvements -28_ Port of Anacortes Project D076-04 Contract Documents erl STATEMENT OF BIDDER'S QUALIFICATIONS AND PROPOSED SUBCONTRACTORS(Continued) i STATEMENT OF PROPOSED SUBCONTRACTORS Nature of Work Subcontractor Description of Work J Name and Address E HVAC Cl El ELECTRICAL L Cl PLUMBING C� LJ Bidder P- By Title NOTE: This Bid Form must be completed in its entirety and submitted to bid the work. H L Pier II Security Improvements -29- Port of Anacortes Protect#076-04Contract Documents DEPOSIT OR BID BOND FORM DEPOSIT STATEMENT Herewith find deposit in the form of certified check or cashier's check in the amount of Dollars ($ ), which amount is not less than five percent (5%) of the Total Bid Amount. 1 SIGN HERE BID BOND KNOWN ALL MEN BY THESE PRESENTS: That we, , as Principal, and as Surety, are held firmly bound unto the Port of Anacortes, Washington, as Obligee, in the penal e sum of Dollars ($ ), (five percent (5%) of the Total Bid Amount) for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Pier II Security Improvements, Project #076-04, according to the terms of the bid made by the Principal therefore, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said bid and award and shall provide a Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, Statement of Intent to Pay Prevailing Wages and Contract Bond for the faithful performance of the Contract, with Surety or Sureties approved by the Obligee, or if the Principal shall, in case of failure to so do, pay and forfeit to the Obligee the penal amount of the deposit specified in the Call for Bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF , 2005. Principal Surety , 2005. NOTE: This form must be completed and submitted with the bid. Pier II Security Improvements _30— Port of Anacortes Project#076-04 Contract Documents fl NON-COLLUSION AFFIDAVIT STATE OF ) ) SS. COUNTY OF ) being first duly sworn, on oath says that the bid submitted to which this affidavit is a part, is a genuine and not a sham or collusion Li bid, or made in the interest of or on behalf of any person not therein named; and that the person, firm, association,joint venture, partnership, co-partnership or corporation herein named, has not F directly or indirectly induced or solicited any Bidder to put in a sham bid, nor directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competition bidding in the preparation and submission of a bid for consideration in the award of a Contract for Pier II Security Improvements, Project #076-04 sought by the Port of Anacortes and described in the Contract Documents of which this affidavit is a part; and that said Bidder has not in any manner sought by collusion to secure to itself an advantage over any other Bidder or Bidders. L i (Bidder) LJ SUBSCRIBED AND SWORN TO before this day of 2005. 11 Notary Public in and for the State of Residing at My commission expires: NOTE: This form must be completed and submitted with the bid. Pier 1[Secunty Improvements _31_ Port of AmountsPrc Project I O16-06 Contract Documents CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION The bidder/offerer certifies by submission of this proposal or acceptance of this contract, that to the best of its knowledge and belief that it and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; (b) Have not within a three year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes relating to the submission of offerer; or commission or embezzlement, LJ theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; Ti (c) Are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1)(b, of this certification; and (d) Have not within a three-year period preceding this applicati on/proposal had one or more public transactions (Federal, State, or local) terminated for cause or default. 1 I understand that a false statement on this certification may be grounds for rejection of this proposal or termination of the award. In addition, under 18 USC Sec. 1001, a false statement may result in a fine of up to $10,000 or imprisonment for up to 5 years, or both. Typed Name & Title of Authorized Representative U Signature of Authorized Representative Where the bidder/offerer/contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation to this solicitation/proposal. n NOTE: This form must be completed and submitted with the bid. Pier II Security Improvements _32- Port of Anacortes Project N076-04 Contract Documents n H CERTIFICATION OF NONSEGREGATED FACILITIES The federally assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does L not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor certifies further that he will not maintain or provide for his employees segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of this certification is a violation of the equal opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time-clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or Li entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, sex, or national origin, because of habit, local custom, or any other reason. The federally assisted construction contractor agrees that (except where he has previously obtained identical certification from proposed subcontractors for specific time periods) he will obtain identical f 1 certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 L which are not exempt from the provisions of the equal opportunity clause, and that he will retain such certifications in his files. rl Certification - The information above is true and compete to the best of my knowledge and ,_l belief.L Li Name and Title of Signer (Please Type) Signature Date NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. L NOTE: This form must be completed and submitted with the bid. �-� Pier II Security Improvements —33— Port of Anacortes Project#076-04 Contract Documents PART III CONTRACT FORMS CONTRACT THIS CONTRACT is effectively entered into as of , 2005, by and between the Port of Anacortes ("The Port" or"Port"), and ("Contractor") WITNESSETH: n In consideration of the mutual covenants and other good and valuable consideration, the Li sufficiency and receipt of which is hereby acknowledged, the parties hereto covenant and agree as follows: IT- A. Contractor shall submit all required notifications, and shall perform all the Work in accordance with the Contract Documents dated 7/11/05 and titled: Contract Documents for Pier II Security Improvements, Project #076-04 which are by this reference incorporated herein and made a part hereof, and shall perform any alterations or additions to the same as provided under this Contract and every part thereof. The Contractor shall furnish at its own expense all materials, equipment and labor necessary to complete the Work as required by the Contract Documents. The Contractor shall secure a Business License from the City of Anacortes. The Port will obtain a Building/Demolition Permit if required. f B. If the Work above referenced is not complete as contemplated in Article 4.02 of this Contract the Contractor agrees to pay to the Port the amounts contemplated and agreed upon in b Article 4.02 for each and every day that the Work at issue is not timely completed. C. Contractor shall fully guarantee all the Work (including labor and materials) for a period of three hundred sixty-five (365) days after the date of issuance of the Notice of Completion of Public Works Contract. D. The Port hereby promises to pay the Contractor the full amount of its lump sum bid, as adjusted to reflect the actual quantities of unit price items, if any, upon satisfactory completion and acceptance of the Work, less any liquidated damages owed, any other Port claims and the statutory retained percentage. E. The retained percentage shall be paid to Contractor at the expiration of sixty (60) days after the Port's final acceptance provided the following conditions are met: Pier II Security Improvements _ Port of Anacortes Project 4076-04 -34 Contract Documents CONTRACT (Continued) Releases have been obtained from the State of Washington Department of Labor L and Industries, the State of Washington Employment Security Department, the State of Washington Department of Revenue and all other departments and agencies having jurisdiction over the activities of the Contractor; U ii. No claims, as provided by law, have been filed against the retained percentage. In the event claims are filed, the Contractor shall be paid such retained percentage less an U amount sufficient to pay any such claims together with a sum determined by the Port sufficient to pay the cost of such claims and the Port's attorney's fees; F. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns does hereby agree to fully perform all of its obligations under this Contract; and, G. It is further agreed that no liability shall attach to the Port by reason of entering into this Contract, except as expressly provided herein. H. This Contract shall be effective upon the later date of the following signatures. IN WITNESS WHEREOF this Contract is hereby executed by the parties. 1 PORT OF ANACORTES CONTRACTOR L DATE: DATE: r- BY: Dan Stahl BY: Li TITLE: Executive Director TITLE: SIGN SIGN Address for giving notices: Address for giving notices: PORT OF ANACORTES P.O. BOX 297 ANACORTES, WA 98221-0297 P Contractor's Registration No. n Contractor's Federal Identification No. IL L Pier ii Secunty Improvements -35- Port of Anacortes Project 0076-04 Contract Documents ill THE PORT'S FORMS OF ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) ss. r COUNTY OF SKAGIT ) A On this _ day of , 2005, before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared , to me known to be the Executive Director of the PORT OF ANACORTES, a municipal corporation, the corporation that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were duly authorized to Li execute the same and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto the day and year in this certificate first above written. SUBSCRIBED AND SWORN to before me this day of , 2005. (Signature) (Print Name) Notary Public in and for the State of Washington, residing at My commission expires: r C U Si Pier fI Security Improvements _ Port of Anacortes Project#076-04 —36 Contract Documents CONTRACTOR'S FORMS OF ACKNOWLEDGMENT STATE OF WASHINGTON ) ) ss. 'H COUNTY OF SKAGIT ) On this day of , 2005, before me personally appeared L and , to me known to be the individuals described in and who executed the within instrument and acknowledged they signed and sealed the same as their free and voluntary act and deed for the uses and purposes herein mentioned. _J WITNESS my hand and official seal hereto the day and year in this certificate first above written. Li SUBSCRIBED AND SWORN to before me this day of , 2005. fl f1 (Signature) (Print Name) Notary Public in and for the State of Washington, residing at r My commission expires: 1 r—) 71 Li Pier II Security Improvements _37_ Port of Anacortes Project r076-04 Contract Documents STATE OF WASHINGTON ) ) ss. COUNTY OF SKAGIT ) On this day of , 2005, before me, the undersigned Notary Public in and for the State of Washington duly commissioned and sworn, personally appeared , and , to me known to be the partners of , a Washington Partnership, the partnership that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that they were duly authorized to execute said instrument. WITNESS my hand and official seal hereto the day and year ink this certificate first L above written. SUBSCRIBED AND SWORN to before me this day of , 2005. Li (Signature) (Print Name) a Notary Public in and for the State of Washington, residing at My commission expires: b SI U ri SI Pier II Security Improvements _ Port of Anacortes Project#076-04 �38 Contract Documents Li STATE OF WASHINGTON ) ss. COUNTY OF SKAGIT ) LJ On this day of , 2004, before me, the undersigned Notary Public in and for the State of Washington duly commissioned and sworn, personally appeared i� , and , to me known to be the and , respectively, of the corporation, the corporation that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were duly authorized to execute the same and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto the day and year ink this certificate first above written. Li SUBSCRIBED AND SWORN to before me this day of , 2005. I rl (Signature) (Print Name) Notary Public in and for the State of Washington, Li residing at My commission expires: ni U E n Pier II Security Improvements _ Port of Anacortes Project i1076-04 -39 Contract Documents L CERTIFICATE OF INSURANCE INSURER (INSURANCE COMPANY) NAME ADDRESS II INSURED (the "Contractor") NAME • fl ADDRESS �� Li Certificate Holder(the "Port") NAME : PORT OF ANACORTES 1 ADDRESS: FIRST STREET AND COMMERCIAL AVENUE P.O. BOX 297 ANACORTES, WA. 98221-0297 Name of Contract: Pier II Security Improvements L' Project #: #076-04 Insurance Coverages Provided Type of Insurance& Amount Policy No., Effective Expiration Class of Operations Company Name Date Date Covered &Address n This is to certify that the policies of insurance listed above have been issued to the Contractor, by the Insurer, and are in full force and effect at this time. The Insurer will notify the Port, in writing of any material change, expiration or cancellation of any of the above-described policies of insurance not less than thirty (30) days before such change, expiration or cancellation becomes effective. The Port, its commissioners, officers, agents and representatives, hereafter named Indemnities, have been added to these policies as additional named insureds insofar as the Pier Secunty Improvements -40- Port at Anacones Project#076-04 Contract Documents CERTIFIC 1TE OF INSURANCE (Continuedi Work and obligations performed under the above named Contract are concerned as well as all LL claims arising out of that Work . Any coverage afforded the Indemnities as an additional insured shall apply as primary and not in excess to any insurance issued in the name of the Indemnities. The liability insurance policy(ies) named above either already included, or have now been `" modified to include these defense obligations. Thus, the Indemnities will be defended and have paid their expense of defending any suit which may be commenced against the Indemnities as a result of actions covered by the above policies of insurance. I certify that upon the Port's request, I will provide the Port a copy of any or all of the above policies along with evidence that rn the coverage described for the Indemnities has been provided. I further certify that I am either an Liagent, if I have placed insurance through an agency agreement with the insurer, or I am an official of the insurer, if the insurance is brokered, for all of the above policies of insurance. r Date Issued Li 7 Authorized Signature of Broker or Agent LJ r u n Li rn Li n U Pier II Secunty Improvements _41_ Port of Anacones Project#076-04 Contract Documents DECLARATION OF OPTION FOR MANAGEMENT OF STATUTORY RETAINED PERCENTAGE Pier II Security Improvements, Project#076-04 Five percent (5%) of all payments earned by the Contractor under this Contract will be held pursuant to Chapter 60.28 RCW. A. On behalf of , I hereby elect to have the retained percentage of the Contract held by the Port until sixty (60) days following completion of the Work or until all releases from the appropriate State Agencies have been received. ge Date Signed fl B. On behalf of , I hereby elect to have the Port deposit the retained percentage of the Contract in an interest bearing account, not subject to withdrawal until sixty (60) days following final acceptance of the Work , and all State Agency releases are obtained. Date Signed ' C. On behalf of I hereby elect to have the Port place into escrow for investment fir the retained percentage of the Contract from time to time as such retained percentage accrues until sixty (60) days following final acceptance of the Work , and all State Agency releases are obtained. I hereby designate as the repository for the escrow of said funds. The Contractor agrees that it alone bears the risks associated with selection and designation of the bonds or securities into which such funds will be invested, and that the Port is not in any way responsible or otherwise liable for the risks associated with the investment. The Contractor hereby further agrees to be fully responsible for payment of all costs or fees incurred ILAas a result of placing said retained percentage in escrow and investing it as authorized by statute. The Port shall not be liable in any way for any costs or fees in connection therewith. Prior to the Port investing any fund in an escrow account, the Contractor shall obtain a letter from the repository on its letterhead stating its acceptance of the account, the account number and a statement that it will not release any funds to any party until authorized in writing d by the Port. n Date Signed U U Pier II Security Improvements Port of Anacones Project 4076-04 —42 Contract Documents `1 J n CONTRACT BOND L,I KNOW ALL MEN BY THESE PRESENTS: That whereas the PORT OF ANACORTES has awarded to (Contractor) hereinafter designated as the "Principal", a Contract for Pier II Security Improvements, Project #076-04 all as hereto attached and made a part hereof, and whereas said Principal is required under the terms of said Contract to furnish a bond for the faithful performance of said Contract: u, NOW, THEREFORE, we the Principal and a corporation, organized and existing under and by virtue of the laws of the State of Washington, duly authorized to do business in the State of Washington, as Surety, are held and firmly bound unto PORT OF ANACORTES a municipal corporation of the State of Washington in the sum of: Dollars (S ), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents. Principal and Surety agree to be bound by the laws of the State of Washington and subject to the Iry jurisdiction of the State of Washington. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bonded Principal, his or its heirs, executors, administrators, successors, or assigns shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said Contract, and shall faithfully perform all the provisions of such Contract and shall also well and truly perform and fulfill all the undertakings, covenants, terms, and conditions and `J agreements of any and all duly authorized modifications of said Contract that may hereafter be made, at the time and in the manner therein specified and shall pay all laborers, mechanics, j subcontractors, and materialmen, and all parties who shall supply such person or persons, or subcontractors, with provisions and supplies for the carrying on of such Work , on his or their part, and shall defend, indemnify and save harmless the PORT OF ANACORTES, its officers and agents as required by said Contract; and shall further defend, save harmless and indemnify said PORT OF ANACORTES, from any defect or defects in any of the workmanship or materials furnished by the Principal entering into any part of the Work or designated equipment covered by said Contract, which shall develop or be discovered within one (1) year after the final acceptance of such Work, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect; provided that the liability hereunder for defects in materials and workmanship for a period of one (1) year after the acceptance of the Work shall not exceed the sum of (100% of the Contract sum) Dollars (S ). And the said Surety, for value received, hereby further stipulates and agrees that no Li change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, L If bond waiver is used in lieu of bond, do not use Contract Bond form. Instead review Bond Waiver Information li on page 36, and complete Bond Waiver on page 37. L� f Pier 11 Security improvements _ Port ofAnacartes Project#076-44 —43 Contract Documents CONTRACT BOND (Continued) alterations or additions to the terms of the Contract or the Work or to the specifications, provided that said changes, extensions, alterations and additions shall not increase the Surety's obligations under this bond by more than ten percent (10%) of the Contract price without written consent of the Surety. PROVIDED, FURTHER, that no final settlement between the Port and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, the said Principal and the said Surety have caused this bond and one (1) counterpart thereof to be signed and sealed by their duly authorized officers this day of , 2004. Principal L TWO WITNESSES: By Title Attest: (If Corporation) Corporate Seal By Title n Surety By Its Name Of Surety's agent and its local office address is: fl Name Lid Address Pier II Security Improvements _44_ Port of Anacortes Project N076-04 Contract Documents U RCW 39.08 Contractors' Bond BOND WAIVER INFORMATION (Contracts of less than $25,000.00) RCW 39.08.010 provides that on contracts of twenty-five thousand dollars or less, at the iu option of the contractor, the respective public entity may in lieu of the bond, retain fifty percent of the contract amount for a period of thirty days after final acceptance, or until receipt of all necessary releases from the department of revenue and the department of labor and industries and settlement of any liens filed under Chapter 60.28 RCW, whichever is later. If the contractor requests this "Bond Waiver" option in lieu of providing a performance Li bond, the Port will determine whether it is in the Port's best interest to use this form of security. If the Port approves the option, the Port will retain fifty percent (50%) of the contract amount until the following steps have been satisfied: Li 1. The project must be complete and the authorized representative of the Port must accept 7 the project as complete. �f 2. The Port will publish, in a paper of local circulation, the notice of formal acceptance of the project as complete which commences a 45-day lien filing period. The contractor J will be required to reimburse the Port for the cost of the advertisement (approximately $150.00) or the Port may deduct this sum from the contract amount withheld. 3. The Port will hold fifty percent (50%) of the contract amount for forty-five (45) days after publication evidencing the project has been accepted as complete. 4. If there are no liens filed within the 45-day lien period and all releases have been obtained from the Department of Revenue and the Department of Labor and Industries, the Port will release the retained fifty percent (50%) of the contract amount. 5. If liens are filed within the 45-day lien period, the Port will release the contract amount less the total amount of the filed lien plus an estimated amount to cover the Port's attorneys' fees to resolve the liens up to a total of five percent (5%) of the original contract price. The retained funds shall be held by the Port until the Port is properly LAI notified that the lien or liens have been satisfied and/or directions are received from the court as to the disposition of the retainage. It is the responsibility of each bidder to review this "Bond Waiver Information" and the Port will not be held responsible for misinterpretation of same. U n Li U �—� Pier ll Secunty Improvements —45— Port oPAnacortes Project n076-04 Contract Documents BOND WAIVER (CONTRACTS LESS THAN $25,000 ONLY) Contract No.: Contractor:11 Owner: PORT OF ANACORTES 71 Project: Pier II Security Improvements Project Number: 076-04 At the option of the contractor and with the approval of the Port, the Port may, in fl lieu of requiring a performance bond, retain fifty percent (50%) of the contract amount for the period and conditions as defined in the "BOND WAIVER INFORMATION" and r RCW 39.08.010 until receipt of all necessary releases from the Department of Revenue and i, the Department of Labor and Industries and settlement of any liens filed under Chapter 60.28 RCW, whichever is later. By the signature below I hereby agree to such retention by the Port in lieu of executing and delivering the one hundred percent (100%) contractor's surety bond and agree to the conditions as set forth in the "BOND WAIVER INFORMATION." El Signature: Authorized Representative of Successful Bidder Title: Date: j Pier II Secumy Improvements _46_ Port of Anacortes Project 14076-04 Contract Documents n LJ NOTICE OF AWARD (DATE) jj TO: Project Description: Pier II Security Improvements, Project#076-04 and Contract Documents for the same. The Port has considered the bid submitted by you for the above described Work in response to its Invitation to Bid dated 7/11/05. Li You are hereby notified that your bid in the amount of$ including W.S.S.T. for the above described Work has been accepted. • You are required by the Information for Bidders to execute the Contract and furnish the required Contract Bond, Certificate of Insurance and Declaration of Option for Management of `J Statutory Retained Percentage within ten (10) calendar days from the date of this Notice to you. If you fail to execute said Contract and to furnish the Contract Bond, Certificate of `J Insurance. Declaration of Option for Management of Statutory Retained Percentage, and r, Statement of Intent to Pay Prevailing Wages, within ten (10) days from the date of this Notice, the Port will be entitled to consider all your rights arising out of the Port's acceptance of your bid as abandoned and as a forfeiture of your Deposit or Bid Bond. The Port will be entitled to such other rights as may be granted by law. H You are required to return to the Port an acknowledged copy of this NOTICE OF AWARD. U Dated this day of , 2005. �a PORT OF ANACORTES By: U Title: Project Coordinator 1rJ Pier II Secunty Improvements _ Port of Anacorms Project r1076-04 -47 Contract Documents ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged by this the day of , 2005. a By Title r Li C C 1 fl C U SI Pier it Security Improvements —48— Port of Anacortes Project#076-04 Contract Documents r, L, 7 NOTICE TO PROCEED 7 (DATE) LJ t_ TO: fl u Project: Pier II Security Improvements Project #: 076-04 You are hereby notified to commence Work in accordance with the Contract Lj dated , on or before the day of , and you are to complete the Work in a timely manner and in accordance with the terms of the contract. You are required to return an acknowledged copy of this NOTICE TO PROCEED to the Port. PORT OF ANACORTES By u Title: Project Coordinator i U ACKNOWLEDGMENT OF NOTICE U Receipt of the above NOTICE TO PROCEED is hereby acknowledged by this the day of , 2005. By Title n L U Pier II Secunty Improvements _49_ Port of Anacortes Project ri076-04 Contract Documents RELEASE AND CERTIFIC ATE OF PAYMENT 1. Date: li 2. Contractor: a. Name: b. Address: c. Telephone: 3. Project: fl a. Name: b. Project#: 4. Payment Amount: 5. Period Covered: 6. Progress Payment—Partial Release. Final Payment—Full Release. fl Contractor covenants and warrants to: Dan Stahl Executive Director Port of Anacortes First and Commercial Avenue P.O. Box 297 Anacortes, WA 98221 ("The Port" or"Port"), and certifies as follows: 1. All persons, firms, corporations and other entities furnishing labor, employee benefits, materials, equipment, and/or professional services in connection with the Project, at the request of and for or on behalf of the Contractor, have been or will be paid through the period stated in No. 5 above from funds already received or to be received from this payment. No person, firm, corporation, or other entity who has furnished labor, employee benefits, materials, equipment and/or professional services to the Contractor for the Project, has any right to file a claim or lien against the Project or against the Contractor's bonds, or any retained percentage, except as follows: (none, unless otherwise stated): Pier II Security Improvements _ Port of Anacortes Project#076-04 -50 Contract Documents 7 RELEASE AND CERTIFICATE OF PAYMENT (Continuedl 2. There are no federal, state or municipal taxes, warrants, levies, or other charges. unpaid or delinquent, which constitute an encumbrance, claim, or lien against the Project, or the Contractor's bonds, or retained percentage. No government agency may file a warrant, lien, levy or other encumbrance against the Project or against the Contractor's bonds or retained percentages, except as follows (none, unless otherwise stated): 3. The undersigned Contractor agrees to indemnify and hold the Port harmless from any and all claims which might be filed contrary to the warranties made above and to defend any such claims without any cost, expense, or damages, to the Port. 4. The undersigned Contractor, in consideration for the Payment Amount shown above, hereby forever releases the Port, its sureties, and any bond or retainage from any and all claims arising under or in connection with the Project during the F4I period covered and accepts said payment as full compensation and consideration Lai for the Work performed upon said project which is the subject of this payment including any and all change orders, miscellaneous charges, extra Work, delays, etc. 5. This certificate is made by the undersigned Contractor with a full understanding of the facts set forth herein, and for the purpose of inducing the Port to make L J payment to the Contractor on the assurance that there are no liens, claims or other encumbrances, except as described above, arising from the labor, materials, L] and/or equipment furnished by Contractor for the Project, which may be asserted in any way against the Project or the Port. r, 6. The person signing this document, regardless of whether he/she is signing in a Li representative capacity, specifically represents that he/she has reviewed the relevant records of Contractor, and has personal knowledge that all lienable claims referred to above have been paid. The undersigned also represents that he/she has been duly authorized to sign this release and to make the representations set forth above on behalf of Contractor. U I declare under penalty of perjury under the laws of the State of Washington that the foregoing statements are true and correct. CONTRACTOR By Title Signed at: , Washington II kis kis Pier II Security Improvements —51— Port of Anacortes Project#076-04 Contract Documents Port of Anacortes CHANCE ORDER P.O.Box 297 No. 00001 First&Commercial Avenue Phone: (360)293-3134 Anacortes,WA 98221-0297 Fax: (360)293-9608 TITLE: Change Order for XXXXXXXXXXXXXXXXXX DATE: PROJECT: JOB: TO: Atm: Joe Contractor CONTRACT NO: Joe Contractor 234 Main Street 4' Anvtown,USA 98765 n RE: To: From: Number: DESCRIPTION OF CHANGE The foregoing adjustments to the Substantial Completion Date and the Contract amount shall cover all costs associated with this Change Order. UIy signing below,Contractor waives any and all claims for impact(to schedule or other)plus direct or indirect casts ( beyond those.submitted herein with regard to the particular issues contemplated herein. All other terms and conditions of the Contract Fl Documents remain unchanged and are hereby ratified and continued. L. 1 Unit Cost: $0.00 Unit Tax: $0.00 Lump Sum: $0.00 Lump Tax: $0.00 Total: 50.00 The Original Contract Sum was 50.00 f Net Change by Previously Authorized Requests and Changes S0.00 The Contract Sum Prior to This Change Order was S0.01) The Contract Sum Will Not he Changed S0.00 The New Contract Sum Including This Change Order S0A0 The Contract Time Will Not Be Changed The Date of Substantial Completion as of this Change Order Therefore is ... U ACCEPTED: Joe Contractor Port of Anacortes Ti By: By: By: Joe Contractor Dan Stahl Date: Date: Date: Pier It Security Improvement _ Port of Anacortes Project 4076-04 —52— Documents CERTIFICATION OF SUBSTANTIAL COMPLETION L1. Date: 2. Contractor: a. Name: b. Address: c. Telephone: 3. Project: a. Name: b. Project#: c. Portion substantially complete: u 4. The Work performed under this Contract has been reviewed by the Port of Anacortes and 1 found, to the best of the Port's knowledge, information and belief, to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Port can occupy or utilize the Work for its intended use. The date of Substantial Completion of the Project or portion thereof designated above is hereby established as which is also the date of commencement of applicable warranties required by the n Contract Documents, except as stated below. 5. A list of items to be completed or corrected is attached hereto. The failure to include any r items on such list does not alter the responsibility of the Contractor to complete all Work in sit accordance with the Contract Documents. The list of items shall be completed in accordance with the terms of the Contract Documents, including section 4.15. 6. The responsibilities of the Owner and the Contractor for security, maintenance, heat utilities, damage to the Work and insurance shall be as follows: n t n 6�I P,er II Security Improvements _53_ Port of Anacortes Project#076-0J Contract Documents CERTIFICATE OF SUBSTANTIAL COMPLETION(Continued) The Contractor will complete or correct the Work on the list of items attached hereto within ( ) days from the above Date of Substantial Completion. CONTRACTOR By Title The Owner accepts the Work or designated nated portion thereof as substantially complete and will assume full possession thereof at (time) on , (date). PORT OF ANACORTES LJ By Title ill 1 n 0 r u I' U I S U Pier II Security Improvements _ Port of Anacortes Project 6076-04 -54 Contract Documents r— 7 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Notice is hereby given that the Port of Anacortes has accepted, as complete, a contract for security fencing & gate improvements at the Pier II Facility, and titled Pier II Security Improvements, Project #076-04, on , (date of Port acceptance) thus starting a mandatory thirty (30) day period in which to file claims pursuant to RCW 39.08.030 against the (performance bond) (or) (fifty percent (50%) contract retainage) and a forty-five (45) day period in which to file claims pursuant to RCW 60.28.011 against the statutory retained percentage amount. The Contractor on this project was of , Washington. If no liens have been filed with the Port of Anacortes within the specified time periods and all requirements by state agencies have been satisfactorily satisfied by the Contractor, the retained funds will be released to r L Any employee, subcontractor, sub-subcontractor or material supplier who worked on or supplied materials for this contract and who has a legitimate claim against the Contractor for non-payment of properly submitted bills and/or executed labor should file a claim with the Project Manager of the Port of Anacortes within the specified time period. Any claims filed which are not related to this specified contract will not be accepted. Becky Darden, Project Coordinator To be published: Skagit Valley Herald LJ rI , 2005 u L Pier II Secunty Improvements _55_ Port ofAnacortes Project 4076A4 Contract Documents 0 PART IV CONDITIONS OF THE CONTRACT GENERAL CONDITIONS General Conditions for this Contract are as follows: 4.01 SCOPE OF WORK The Contractor shall furnish the materials and perform the work required in these Contract Documents and more specifically defined in the Scope of Work and Specifications (the "Work") in a satisfactory manner and as required in strict accordance with the Contract Documents. Said Work shall be performed in a quality workmanlike fashion and be deemed rt complete when the Port or its authorized representative provides written notice of acceptance to the Contractor evidencing the Port's satisfaction and acceptance of the Contractor's performance. r 4.02 TIME OF COMPLETION AND LIQUIDATED DAMAGES Time is of the essence for this Contract. The Work shall be commenced within ten (10) days after the Port provides written notification to proceed to the Contractor. Prior to work commencing, the Port must approve Contractor's proposed work schedule for completing the work. 4.02.1 The Work shall be completed within Forty-Five (45) calendar days of the issuance of the written Notice to Proceed, subject to adjustment by the parties in accordance with the terms in this Contract. r, 4.02.2 For each calendar day after the above time expires for the completion of the rr Work, the Contractor shall pay the Port the sum of ($ ) per day, as fixed, agreed liquidated damages. This sum is not to be in any sense a penalty but rather reflects the parties' agreement and reasonable forecast of the actual amount the Port will be damaged by the Contractor's failure to timely complete Phase One of the Work, which amount the parties agree is otherwise difficult to ascertain. In the event of an extension of time, the Contractor shall pay the Port as liquidated damages the specified amount per day for each day that the Phase One Work remains uncompleted beyond the date or time fixed by the extension of time. 4.02.3 The Contractor does hereby authorize the Port to deduct such liquidated damages from the amount due or to become due the Contractor. The Contractor further agrees that fl any such deduction shall not in any degree release the Contractor from further obligations and liabilities in respect to the fulfillment of the entire Contract. 4.02.4 Final Completion of the Work shall be completed within Sixty (60) calendar days of the issuance of the written Notice to Proceed, subject to adjustment by the parties in accordance with the terms in this Contract. Pier II Security Improvements _ Port of Anacortes Project#076-04 -56 Contract Documents r-^ CONDITIONS OF THE CONTRACT(Continued) P 4.02.5 For each calendar day after the above time expires for the Final Completion of the Work, the Contractor shall pay the Port the sum of ($ ) per day, as fixed, agreed liquidated damages. This sum is not to be in any sense a penalty but rather reflects the parties' agreement and reasonable forecast of the actual amount the Port will be damaged by the Contractor's failure to timely complete the Final Completion of the Work, which amount the parties agree is otherwise difficult to ascertain. In the event of an extension of time, the Contractor shall pay the Port as liquidated damages the specified amount per day for each day that the Final Completion of the Work remains i-J uncompleted beyond the date or time fixed by the extension of time. 4.02.6 The Contractor does hereby authorize the Port to deduct such liquidated damages from the amount due or to become due the Contractor. The Contractor further agrees that any such deduction shall not in any degree release the Contractor from further obligations and liabilities in respect to the fulfillment of the entire Contract. U 4.03 MATERIALS, APPLIANCES, EMPLOYEES Except as otherwise noted, the Contractor shall provide and pay for all materials, labor, parts, tools, transportation, supplies, incidentals and other items necessary to complete the Work. r All workmanship and materials shall be new and of the quality specified, and all workmen and subcontractors shall be skillful in their trades. 4.04 PROTECTION OF WORK- INDEMNIFICATION- INSURANCE LJ 4.04.1 Protection of Work, Workers, and All Others: Contractor shall adequately protect jthe Work, the Port and the public, and shall be solely responsible for any alleged or actual damage or injury, including death, due to the Contractor's act, omission, or neglect. 4.04.2 Indemnification: Contractor agrees to hold harmless and indemnify the Owner, Owner's directors, officers and employees, Architect, Architect's consultants and their respective directors, officers, and employees, from and against any and all claims, suits, actions, proceedings, or liabilities of any kind, including reasonable attomey's fees and expenses associated therewith or with successfully establishing the right to indemnification hereunder, for bodily injury or death to any person (and including specifically bodily injury or death to any employee of Contractor or any subcontractor thereof), or damage to property of any person (except property of Owner where Contractor or any subcontractor thereof is expressly relieved of liability for damage to such property elsewhere in this Agreement), which arises out of or is in any way connected with the performance of this Agreement or the Work to be performed hereunder. 4.04.2.1 For claims and liabilities subject to the foregoing indemnity which arise out of work under this Agreement performed within the State of Washington, and where the Owner, Architect, or the Architect's consultant(s) is/are found by judgment of a court of law to be concurrently negligent with Contractor in contributing to such liability, Pier it Security Improvements _57_ Port of Anacortes Project ff076-04 Contract Documents CONDITIONS OF THE CONTRACT(Continued) Contractor's liability under this provision shall be limited to the extent of the combined comparative negligence of Contractor, its subcontractors and agents, and their respective employees giving rise to such liability. 4.04.2.2 To the extent of the foregoing indemnity, Contractor expressly waives its immunity under industrial insurance laws, including but not limited to Title 51 of the Revised Code of the State of Washington, as respects injuries or death suffered by employees of Contractor. 4.04.2.3 CONTRACTOR AND OWNER EXPRESSLY AGREE THAT THIS ARTICLE ENTITLED INDEMNIFICATION HAS BEEN READ AND REVIEWED AND HAS BEEN THE SUBJECT OF NEGOTIATION BETWEEN THE PARTIES, AND THAT CONTRACTOR AGREES TO BE BOUND BY THE TERMS THEREOF. CONTRACTOR'S INITIALS • 1 4.04.2.4 The obligations of the Contractor under this Article 4.04.2 shall not extend to the liability of the Architect, the Architect's consultants, and agents and employees of any of them arising out of(1) the preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or specifications, or (2) the giving of or failure to give directions or instructions by the Architect, the Architect's consultants, and agents and employees of any of them, provided: such giving or failure to give [directions or instructions] is the primary cause of the injury or damage. 4.04.2.5 Contractor shall further hold harmless and indemnify Owner from and against any and all suits, claims, actions, costs, penalties or liabilities whatsoever, including reasonable attomey's fees and expenses incurred in connection therewith or with successfully establishing the right to indemnification hereunder, which arises out of the breach or default by Contractor in the performance of any obligation to be performed by Contractor under this Agreement. 4.04.2.6 Contractor shall also further hold harmless and indemnify Owner from �3 and against any and all suits, claims, actions, costs, penalties or liabilities whatsoever, including reasonable attorney's fees and expenses incurred in connection therewith or with successfully establishing the right to indemnification hereunder, which arise out of the Contractor's or its subcontractors' generation of hazardous substances and/or toxic waste while performing the contracted services and/or the importation of hazardous substances and/or toxic waste to the site. However, this indemnification shall not extend to materials required by the Project Specifications and incorporated into the finished building or structure by the Contractor or its Subcontractors. 4.04.3 Insurance: Contractor shall purchase and maintain in a company or companies acceptable to the Owner and authorized to do business in the state of Washington, such Pier II Security Improvements _ Port ofAnacortes Project P076-04 -SfS Contract Documents CONDITIONS OF THE CONTRACT(Continuedj 7 insurance as will protect the Contractor from claims set forth below which may arise out of or result from operations under the Agreement by the Contractor or by a subcontractor of the Contractor, or by anyone directly or indirectly employed by any of them, or by anyone for whose acts they maybe liable: L a. Claims under workers' or workmen's compensation, disability benefit and ri other similar employee benefit laws which are applicable to the Work to be performed; r J b. Claims for damages because of bodily injury, occupational sickness or disease, or death of the Contractor's employees under any applicable employer's liability law; c. Claims for damages because of bodily injury, sickness or disease, or death r of persons other than the Contractor's employees; L d. Claims for damages covered by usual personal injury liability coverage which are sustained (1) by a person as a result of an offense directly or indirectly related to employment of such person by the Contractor or (2) by another person; 7 e. Claims for damages, other than to the Work at the site, because of injury Li to or destruction of tangible property, including loss of use; and 7 I f Claims for damages for bodily injury or death of a person or property l damage arising out of ownership, maintenance or use of a motor vehicle. LiJ 4.04.4 The insurance required in this Article 4.04 shall be in a form and with insurers acceptable to Owner and shall comply with the following minimum requirements: iiiJ 4.04.4.1 Comprehensive General Liability. Contractor shall obtain and maintain a policy of "general," "public," or "commercial" liability insurance as follows: a. Policy limits of not less than One Million and 00/100 Dollars ($1,000,000.00) each occurrence for bodily injury and One Million and 00/100 Dollars ($1,000,000.00) each occurrence for damage to property, or, alternatively, One Million and 00/100 Dollars ($1,000,000.00) combined single limit each occurrence for bodily injury and property damage combined. b. Policy to be the "occurrence" form, including coverage for premises and operations, contractual liability (including specifically liability assumed in this Agreement), broad form property damage, and products and completed operations. The policy shall not exclude coverage for the lateral support, underground, explosion, or collapse hazards. [J her II Secunty Improvements _ Port of Anacanes �%� Project H07b-0a �59 Contract Documents CONDITIONS OF THE CONTRACT(Continuedt c. Owner, and its directors, officers and employees, shall be included under such policy as additional insureds as respects liability arising out of the Work to be performed by Contractor or occurring in connection with the performance of this Agreement, with coverage primary and not contributory with any coverage maintained by Owner. The policy shall contain a severability of interests provision in favor of the additional insureds. d. The Architect and its subconsultants shall be added as additional insureds with respect to liabilities arising out of the Work. 4.04.4.2 Automobile Liability. If licensed vehicles will be used in connection with the performance of the Work hereunder, and at all times when such vehicles are operated on the premises of the Owner, Contractor shall maintain automobile liability insurance covering all owned, rented, and non-owned vehicles operated by Contractor with policy limits of not less than One Million and 00/100 Dollars ($1,000,000.00) combined single limit for bodily injury and property damage ri combined, or if limits are obtained on a per person and per accident basis not less than One Million and 00/100 Dollars ($1,000,000.00) per person and per accident L' for bodily injury, and Five Hundred Thousand and 00/100 Dollars ($500,000.00) per accident for property damage. Owner shall be an additional insured. 4.04.4.3 Workers' Compensation. Contractor shall at all times comply with all applicable workers' compensation, occupational disease, and occupational health and safety laws, statutes, and regulations to the full extent applicable. Such workers' compensation and occupational disease requirements shall include coverage for all employees of Contractor, and for all employees of any subcontractor retained by Contractor, suffering bodily injury (including death) by accident or disease, which arises out of or in connection with the performance of fl this Agreement by Contractor. Satisfaction of these requirements shall include, but shall not be limited to: a. full participation in any required governmental occupation injury fitA and/or disease insurance program, to the extent participation in such program is mandatory in any jurisdiction, and b. purchase of workers' compensation and occupational disease insurance providing benefits to employees in full compliance with all applicable laws, statues, and regulations (but only to the extent such coverage is not provided under a mandatory government program as in a. above), and/or c. maintenance of a legally permitted and governmentally approved program of self insurance for workers' compensation and occupational disease. Pier II Security Improvements _ Port of Anacortes Project N076-04 -60 Contract Documents CONDITIONS OF THE CONTRACT IContinucdl L, Except to the extent prohibited by law, the program of Contractor's compliance with workers' compensation and occupational disease laws, statutes, and regulations in a., b., or c. above, shall provide for a full waiver of rights of subrogation against Owner, its directors, officers and employees. F If Contractor, or any subcontractor retained by Contractor, fails to effect and maintain a program of compliance with applicable workers' compensation and occupational disease laws, statutes, and regulations, and J Owner incurs fines or is required by law to provide benefits to such employees, or to obtain coverage for such employees, Contractor shall indemnify Owner for such fines, payment of benefits to Contractor or subcontractor employees or their heirs or legal representatives, and/or the cost of effecting coverage on behalf of such employees. Any amount Luj owed to Owner by Contractor pursuant to this indemnity may be deducted from any payments owned by Owner to Contractor for performance of this Agreement. 4.04.4.4 Employer's Liability. Contractor, in addition to complying with the provisions of Article 4.04 above, shall maintain coverage for employers liability with a policy limit of not less than One Million and 00/100 Dollars -' ($1,000,000.00) per accident. r ' 4.04.4.5 Equipment Loss. Contractor shall assume risk of loss for all equipment L ' which is not property of Owner used in the performance of this Agreement. For purposes of this section, the term "equipment" shall mean items leased, rented or owned by Contractor used for the performance of this Agreement, but shall specifically exclude equipment destined to be physically installed or physically incorporated into the Work and which becomes part of the completed Work. Except where Owner expressly agrees in writing to cover equipment as defined in this subparagraph, Contractor shall insure such equipment against risk of loss, with a deductible amount of Five Thousand and 00/100 Dollars ($5,000.00) for all equipment including equipment systems where the aggregate value exceeds Five Thousand and 00/100 Dollars ($5,000.00). 4.04.5 Property Insurance. Contractor shall procure and maintain a "builder's risk" policy or other insurance coverage insuring against all risks normally covered by an "all risk" builders risk policy including earth movement and flood (and containing such exclusions as would also normally be contained in such a policy) covering the Work to be performed hereunder and all materials at the work-site (off the Site and in transit with Owner's prior approval) to be incorporated into the Work, throughout the entire period of performance 1,4 and up to final acceptance by Owner. The "builders' risk" policy or other insurance shall include coverage for property in transit and property located off the Site with the Owner's prior approval. The policy shall specifically allow for Owner to occupy the Project, prior LIJ to completion of the Work. For the purposes of this subparagraph, equipment to be insured by the Contractor under the "builders risk" policy shall be expressly limited to (a) Pier Il Security Improvements Port of Anacortes Project 0076-04 -61- Contract Documents CONDITIONS OF THE CONTRACT(Continued) equipment, including small tools, which are either purchased and owned by Owner or purchased by Contractor with Owner funds for the account of Owner and used in the performance of Work, or (b) equipment destined to be physically incorporated or installed into and which becomes a part of the completed Work. 4.04.5.1 During construction and until acceptance of the Project by the Owner, the Owner and Contractor waive all rights against each other and their respective subcontractors, subconsultants, sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extent covered by insurance obtained pursuant to this Article 4.04. 4.04.5.2 Owner and Contractor shall have the exclusive right to adjust and settle all losses made against the all risk policy, but Contractor's subcontractors shall be allowed to participate in such adjustment and settlement of losses to the extent of their insurable interest in the property lost, damaged, or destroyed. 4.04.6 Certificates of Insurance. Prior to the commencement of Work, Contractor (and any subcontractor thereof where Contractor is not assuming its insurance obligations) L shall provide to Owner certificates of insurance evidencing full compliance with the insurance requirements contained in this Agreement. Such certificates shall be kept current throughout the entire period of performance, and shall provide for at least forty- five (45) days (ten (10) days nonpayment of premium) advance notice to Owner if the coverage is to be canceled or limits reduced so as not to comply with the foregoing 1 requirements. Where such insurance is to a. include Architect, and its consultants, or Owner, and its directors, officers and employees, as an additional insured; Fl b. waive rights of subrogation; c. be indicated to be primary to and not contributory with insurance maintained by Owner; and/or d. contain a severability of interests provision in favor of Owner, the certificate shall expressly reflect in writing the insurer's acceptance of such requirements. Owner and Contractor agree that copies of the certificates of insurance may be provided to the Architect and its subconsultants. 4.04.6.1 Failure by Contractor, or any subcontractor thereof, to furnish certificates of insurance or failure by Owner to request same, shall not constitute a waiver by Owner of the insurance requirements set forth in this Agreement. In the event of such failure on the part of Contractor, or its subcontractors to provide the certificates as required in this Agreement, Owner expressly reserves the right Pier II Security Improvements _ Port of Anacones Project P076-04 -62 Contract Documents fl CONDITIONS OF THE CONTRACT(Continued) LJ' to enforce these requirements, and in the event of liability or expense incurred by Owner as a result of such failure by Contractor or any subcontractor, Contractor hereby agrees to indemnify Owner for all liability and expense (including reasonable attomey's fees and expenses associated with establishing the right to ` indemnity), incurred by Owner as a result of such failure by Contractor or its subcontractors. 1 4.04.7 Longshormen and Harbor Worker's Insurance: When work is performed in, on, F under or over the water by the Contractor's employees, or any employee of any L_ subcontractor at any tier, said employees shall be covered by Longshoremen and Harbor Worker's Insurance. The Contractor must provide evidence to the Port of the insurance coverage. Li 4.05 CORRECTION OF WORK r LJ Contractor shall, at its own cost and expense, re-execute any work (regardless of whether the work is that of the Contractor or any subcontractor at any tier) that fails to conform to the requirements of the Contract Documents. 4.06 NONASSIGNMENT PThis is a personal services contract and, subject to the provisions allowing the use of pre- approved subcontractors, the Contractor shall not assign or transfer this Contract or interest f 1 therein nor shall this Contract nor any interest thereunder be assignable or transferable by operation of law or by any process or proceeding of any Court, or otherwise, without the Port's prior written authorization. 4.07 FORCE MAJEURE Neither party shall hold the other responsible for damages or delay in performance caused by acts of God, strikes, lockouts, accidents, or other events beyond the control of the other or the other's employees and agents. 4.08 CHANGE ORDERS A Change Order is a written order signed by the Port and Contractor, and issued after execution of this Contract, authorizing a change in the Work or adjustment in the Contract sum or Contract time. The Contract sum and Contract time may be changed only by written Change Order. By executing a Change Order, Contractor shall effectively waive any and all claims for impact (to schedule or other) plus direct or indirect costs beyond those specifically agreed upon in the Change Order and with regard to the particular issues contemplated in the Change Order. 4.08.1 The Port, without invalidating this Contract, may order changes in the Work within the general scope of this Contract consisting of additions, deletions or other revisions, and the Contract sum and Contract time shall be adjusted accordingly. Such Pier It Secunty Improvements Port of Anacones Project%0;/rW -63- Contract Documents CONDITIONS OF THE CONTRACT(Continuedi changes in the Work shall be authorized by Change Order, and shall be performed under applicable conditions of the Contract Documents. 4.08.2 Cost or credit to the Port resulting from a change in the Work shall be determined in one or more of the following ways: a. by mutual acceptance of a lump sum properly itemized and supported by li sufficient substantiating data to permit evaluation; 111 b. by unit prices stated in the Contract Documents or subsequently agreed upon; c. by cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or d. by the method provided below. Li 4.08.3 If none of the methods set forth in sections 4.08.1 or 4.08.2 is agreed upon, the Contractor, provided a written order signed by the Port is received, shall promptly Li proceed with the Work involved. The cost of such Work shall then be determined on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, including the expenditures for design services and revisions to the Contract t, Documents. In case of an increase in the Contract sum, the cost shall include a reasonable allowance for overhead and profit. In case of the methods set forth in 4.08.1 and 4.08.2, the Contractor shall keep and present an itemized accounting together with appropriate supporting data for inclusion in a Change Order. Unless otherwise provided in the Contract Documents, cost shall be limited to the following: cost of materials, including sales tax and cost of delivery; cost of labor, including social security, old age and unemployment insurance, and fringe benefits required by Contract or custom; workers' or workmen's compensation insurance; bond premiums; rental value of fl equipment and machinery; additional costs of supervision and field office personnel directly attributable to the change; and fees paid to architects, engineers and other professionals. The amount of credit to be allowed by the Contractor to the Port for 0 deletion or change which results in a net decrease in the Contract sum will be actual net cost. When both additions and credits covering related work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any, with respect to that change. 4.08.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are so changed in a proposed Change Order that application of agreed unit prices to quantities proposed will cause substantial inequity to the Port or Contractor, applicable unit prices shall be equitably adjusted. 4.09 CHANGED CONDITIONS ' S Contractor assumes all risks of the site, including physical conditions, surface and subsurface conditions and conditions ordinarily to be encountered and generally recognized as Pier It Secunty Improvements _ Pon of Anacortes Project S076-04 -64 Contract Documents (-7 CONDITIONS OF THE CONTRACT(Continuedt inherent in the work, excluding only subsurface or latent physical conditions at the site which L differ materially from those indicated in the Contract and which could not have reasonably been anticipated by the Contractor which shall be referred to herein as "changed conditions." The Lri Contractor shall promptly, before such changed conditions are disturbed, and in any event within twenty-one (21) days of discovery, notify the Port in writing of such changed conditions. Proper notice according to this section is a condition precedent to the Contractor's right to make such a claim. The Contractor's failure to make proper notice as required by this section shall waive any and all right to such a claim. 11 4.09.1 Contractor's notice to the Port shall include, at a minimum, the nature of the changed condition and the amount of additional compensation requested therefor. The notice shall be in writing. Failure to provide such written, prior notice shall result in Li waiver of the claim. The Port shall respond, in writing, within ten (10) calendar days to the Contractor's notification. n U 4.09.2 The Port shall have the right to resolve the changed condition by: (a) issuing a change order as provided in the Contract in section 4.8; or (b) perform the work under a 1 separate contract; or (c) perform the work with in-house labor; or (d) if the nature of the changed condition substantially affects the major portion of the project, the Contract may be terminated; or (e) in such a manner that is in the best interests of the Port. If the Port l determines the Contract is to be terminated, and if the Contractor is not in default at the Li time of the Port's determination to terminate, the Contractor shall be compensated at the fair market value for all work performed in a satisfactory manner up to and including the r date of the termination except for that portion of work that may have been included in the L claim. , 4.09.3 Pending final resolution of a changed condition, or final decision of a claim or dispute the Contractor shall proceed diligently with the performance of the Work in accordance with the Port's recommendations or directions. 4.10 CLAIMS AND DISPUTES This Contract shall be deemed to have been made in Washington and shall, for all purposes, be governed by and construed under the laws of the State of Washington. Any court action or proceeding of any nature whatsoever, in law or in equity, for damages or otherwise, to enforce directly or indirectly, or to construe any provision of this Contract shall be brought exclusively in the state courts located in Skagit County, Washington or the federal courts located in King County, Washington. 4.10.1 In any action arising out of or in connection with this Contract, the prevailing party shall be entitled to recover its reasonable attorney fees and costs. 4.10.2 A claim is a demand or assertion by the Contractor seeking, as a matter of right, adjustment or interpretation of contract terms, payment of money, extension of time or other relief with respect to the terms of the contract. The term "Claim" also includes Y1 Pier II Security Improvements _ Port ofAnacortes Project 4076-04 -65 Contract Documents CONDITIONS OF THE CONTRACT(Continuedt other disputes and matters in question, asserted by the Contractor and arising out of or relating to the Contract. Claims must be made by written notice. 4.10.3 Claims by the Contractor must be made within twenty-one (21) days after occurrence of the event giving rise to such Claim or within twenty-one (21) days after the Contractor first recognizes, or a reasonable contractor exercising normal prudence and judgment should have recognized, the condition giving rise to the Claim, whichever is later. Claims must be made by written notice. An additional Claim made after the initial Claim has been implemented by Change Order will not be considered unless submitted in ebi a timely manner. Failure to file claims within the prescribed time period shall result in the waiver and/or release of such claim. Fl 4.10.4 Pending final resolution of a Claim, including dispute resolution procedures and mediation, unless otherwise agreed in writing, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in Li accordance with the Contract Documents. I" 4.10.5 If the Contractor wishes to make Claim for an increase in the Contract Sum, j written notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property. 4.10.6 If the Contractor wishes to make Claim for any increase in the Contract Time, written notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Work. In the case of a continuing delay only one Claim is necessary if it is so indicated as being continuing in nature. If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the scheduled construction. Abnormal weather conditions are a requirement for any weather delay claim. Precipitation as rain, hail or snow, low temperature, or a windstorm which might reasonably have been anticipated Prt from the National Weather Service historical records of the general locality of the Work shall not be construed as abnormal. To preclude the difficulties of actual measurement, the parties hereto agree that weather data at the site of the Work shall be expressly deemed to be the same as that measured by the Environmental Data and Information JAI Service of the National Oceanic and Atmospheric Administration ("NOAA") of the U. S. Department of Commerce at the nearest monitoring/measuring station. r Ii 4.11 WORKER AND JOBSITE SAFETY r Contractor is solely responsible for providing and maintaining a safe job site in accordance with all applicable laws and regulations. The Contractor is solely responsible for assuring that all workers and other personnel on the job site conduct themselves in a safe manner 4 Pier II Secunty Improvements _ Port of Anacortes Project It076-04 —66 Contract Documents 7 CONDITIONS OF THE CONTRACT)Continucdt as required by all applicable laws and regulations. The Contractor shall defend, indemnify and hold the Port harmless from all any and all claims arising from unsafe conditions on the job site and/or the unsafe conduct of any personnel on the site (except for the Port's personnel). 4.12 QUALITY Where the Contract requires that materials or equipment be provided or that construction be performed, and detailed specifications of such materials, equipment or construction work are not set forth, the Contractor shall perform the Work using materials and equipment of a quality Li comparable to the materials in the Work specified for other parts of the Work, from firms of established good reputations, and shall follow best practices in the performance of construction Work. The Work performed shall be in conformity and harmony with the intent to secure the best standard of construction, equipment and Work as a whole and in part. Manufactured articles, material and equipment shall be transported, stored, applied, installed, connected, erected, adjusted, tested, operated and maintained as recommended by the manufacturer unless Li otherwise specified herein. 4.13. DAMAGE TO WORK The Work shall be under the Contractor's care and charge. The Contractor shall bear all r1 risk of loss and damage whatsoever and from whatsoever cause, except that caused solely by the act of the Port, which may occur on or to the Work during the fulfillment of the Contract. If any such loss or damage occurs, the Contractor shall immediately make good any such loss or damage, and in the event of the Contractor refusing or neglecting to do so, the Port may or by itself or by the employment of some other person make good such loss or damage, and the cost and expense of so doing shall be charged to the Contractor. LJ 4.14 SUBSTANTIAL COMPLETION AND FINAL INSPECTIONS ILA When the Work under this Contract is completed to the extent that the Port has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental Work, replacement of temporary substitute facilities or minor correction or repair remains to complete the entirety of the Work, the Port in its sole discretion, may determine the Work to be substantially complete and so notify the Contractor in writing in the form provided for in this Contract. Overruns in Contract time occurring after substantial completion will not result in the assessment of liquidated damages, but may otherwise form the basis of a claim by the Port. 4.14.1 Contractor shall notify the Port in writing when the Contractor determines that the P Work is sufficiently complete to warrant the Port's inspection for the purpose of preparing a punch list. The Port shall, as soon as practicable, inspect the Work, prepare a punch list and provide it to the Contractor. The Contractor shall notify the Port in writing when the punch list items have been resolved and request the Port to perform a final inspection. The Port shall perform the final inspection as soon as practicable after receipt of the notice. If following the final inspection there exist any unresolved punch list items Pier II Seeunty Improvements -67- Port of Anacortes Project#076Ai Contract Documents CONDITIONS OF THE:CONTRACT(Continued). ton (either left from the punch list, or pertaining to issues arising after preparation of the punch list) the Contractor shall resolve those items and call for another inspection. However, the Contractor shall reimburse the Port for its costs for that, and all subsequent, follow up inspections. The Port will deduct its costs from the amount due to the Contractor. This cycle will be repeated until all punch list items are satisfactorily resolved. 4.15 TERMINATION BY THE PORT The Port may terminate the Contract upon written notice to the Contractor whenever the Contractor is deemed to be in default or fails to prosecute the Work or otherwise fulfill the trI Contract obligations in a timely and proper manner, or is in violation of any provisions or covenants of the Contract. Termination shall be effective upon receipt of such notice by the Contractor who shall then immediately take all reasonable steps with its suppliers and subcontractors to minimize cancellation and other costs. The Contractor shall be deemed to be in default upon the occurrence of one or more of the following events: bankruptcy or insolvency; general assignment for the benefit of creditors or the appointment of a trustee or receiver for Contractor or for any of its property; filing of a petition to take advantage of any debtor's act or fL J to reorganize under any bankruptcy chapter or law; repeatedly failing to make prompt payments to subcontractors or suppliers; disregard of any laws, ordinances, rules, regulations or other �q orders of any public body having jurisdiction, or any material violations of the provisions of the C� Contract by failing, neglecting or refusing to proceed according to and in full compliance with the provisions of the Contract Documents. 4.15.1 After the termination of the Contract, the Port may complete the unfinished Work by obtaining the services of another contractor. In doing so, the Port will not be obligated 111 to obtain lowest bid to complete the unfinished Work. Further, the Port may exclude the Contractor from the site and take possession of the Work and all of the tools, appliances, construction equipment and machinery at the site and use them in the completion of the 'l Work to the full extent they could be used by the Contractor. Materials and equipment ii for which the Port has made any payment to the Contractor may be incorporated in the Work regardless of whether they are stored at the site or stored elsewhere. In such cases, fl the Contractor will not be entitled to receive any further payment until all Work is finished. The Contractor shall only be entitled to payment for portions of the Work satisfactorily completed prior to termination for default. Ii 4.15.2 If the cost to complete the Work, including cancellation or re-stocking costs, compensation for additional professional services, and related damages to the Port are in excess of the unpaid balance to the Contractor, the Contractor shall pay the Port the difference. If after termination for default, the Port or its agents use the Contractor's tools or equipment in completing the Work, the Port will pay the Contractor the fair market rental rate for such use. However, such payment will not be due and payable until the Work is entirely complete and the Port has assessed its damage (including impact) caused to it by the Contractor's default. The Port may deduct from such rental payments any outstanding amounts for the Port's cost to complete the Work and its related damages. Pier II Security Improvements Port ofAnacortes Project#076-04 Contract Documents CONDITIONS OF THE CONTRACT(Continued) L L J 4.15.3 Where the Contract has been so terminated by the Port, the termination shall not affect any rights of the Port against the Contractor then existing or which may thereafter accrue. Any retention or payment of money due the Contractor by the Port will not release the Contractor from liability. 4.15.4 Amounts retained and accumulated under RCW 60.28.010 will be held as provided therein for a period of not less than sixty (60) days following termination for default. 4.15.5 After receipt of notice of termination, the Contractor shall immediately discontinue the Work but shall do such extra Work as may be ordered by the Port to safeguard the Work then completed and the materials and equipment then delivered to the site of the Work and to leave the Work in a safe and useful condition. LJ 4.15.6 In addition to the above, the Port may terminate the Work at any time and for any reason. If the Contractor is not in default at the time the Port terminates, the termination shall be for the Port's convenience. In the event the Port terminates the Contract for convenience the Port shall give the Contractor written notice of its intent to terminate as soon as possible, and in any event at least five (5) days prior to the date of termination. Upon receipt of the Port's written notice of intent to terminate, the Contractor shall immediately begin taking such steps as are necessary to cancel material and equipment orders, and other subcontracts in such manner as to minimize cancellation costs. If the Port terminates for convenience, the Contractor shall be entitled to payment for all Work `J satisfactorily completed and all material delivered to the job site prior to the termination. - In addition, the Port shall pay the Contractor the unpaid portion of the Contractor's profit LJ on the Project. The amount of such profit shall be determined by auditing the Contractor's bid and accounting records, or by the agreement of the parties. The Contractor shall not be entitled to any other payments. � I 14.15.7 If, after notice of termination for failure to fulfill Contract obligations, it is determined that Contractor had not so failed, the termination shall be deemed to have been effected for the convenience of the Port and the termination will proceed as provided for in Article 4.15.8 of the Contract. In such event, adjustment in the Contract price shall be made. 4.15.8 49 CFR PART 18- TERMINATION FOR CONVENIENCE 4.15.8.1 The Port may, by written notice, terminate this Contract in whole or in r part at any time, either for the Port's convenience or because of Contractor's failure to fulfill the Contract obligations. Upon receipt of such notice, services shall be immediately discontinued (unless the notice directs otherwise) and all materials as may have been accumulated in performing this Contract, whether completed or in progress, delivered to the Port. Pier(I Security Improvements -69- Port of Anacones Project 4076-04 Contract Documents C- CONDITIONS OF THE CONTRACT(Continuavll 4.15.8.2 If the termination is for the convenience of the Port, an equitable adjustment in the Contract price shall be made, but no amount shall be allowed for anticipated profit on unperformed services. 4.15.8.3 The rights and remedies of the Port provided in this clause 4.15 are in addition to any other rights and remedies provided by law or under this contract. 4.16 PAYMENTS PROGRESS PAYMENTS 1 4.16.1 Prior to submitting the first Release and Certificate of Payment, the Contractor shall provide a Schedule of Values to the Port, consisting of a breakdown of the Total Bid Amount. 4.16.2 On or before the tenth (10th) day of each month after Work has commenced, the Contractor shall submit to the Port, for approval, a Release and Certificate of Payment f calculated in accordance with progress against the Schedule of Values. The Release and b Certificate of Payment shall be submitted in the form provided herein or as otherwise requested or approved by the Port and shall include sufficient documentation, as required by the Port. Five (5) days prior to submitting such a Release and Certificate of Payment, the Contractor shall review a draft of the Release and Certificate of Payment in detail with the Port and incorporate the Port 's comments into the final Release and Certificate 1 of Payment submitted to the Port. 4.16.3 Within thirty (30) days of the Port 's receipt of a properly submitted and correct Release and Certificate of Payment, the Port shall make payment to the Contractor, less any statutory or agreed upon retainage or withholding as provided herein. 4.16.4 The Release and Certificate of Payment shall constitute a representation by the Contractor to the Port that, to the best of the Contractor's knowledge, information and belief, the construction has progressed to the point indicated; the quality of the Work covered by the application, is in accordance with the Contract Documents; and the Contractor is entitled to payment in the amount requested. 4.16.5 Contractor shall pay each subcontractor, upon receipt of payment from the Port, out of the amount paid to the Contractor on account of such subcontractor's Work, the amount to which said subcontractor is entitled in accordance with the terms of the . Contractor's contract with such subcontractor. The Contractor shall, by appropriate agreement with each subcontractor, require each subcontractor to make payments to sub- subcontractors in similar manner. S 4.16.6 The Port shall have no obligation to pay or to be responsible in any way for payment to a subcontractor of the Contractor except as may otherwise be required by law. Pier II Security Improvements -70- Port of Anacortes Project N076-04 Contract Documents 7 CONDITION¢OF THE CONTRACT(Continued] rg 4.16.7 No progress payment or partial or entire use or occupancy of the Project by the Port shall constitute an acceptance of Work not in accordance with the Contract Documents. 4.16.3 Contractor warrants that: (a) title to Work, materials and equipment covered by an Release and Certificate of Payment will pass to the Port either by incorporation in construction or upon receipt of payment by the Contractor, whichever occurs first; (b) Work, materials and equipment covered by previous Release and Certificate of Payment are free and clear of liens, claims, security interests or encumbrances, r hereinafter referred to as "liens"; and (c) no Work, materials or equipment covered by a Release and Certificate of Payment will have been acquired by the Contractor, or any other person performing Work at the site or furnishing materials or equipment for the Project, subject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or otherwise imposed by the Contractor or such other person. 4.16.9 Port shall withhold five percent (5%) of the total cost of the Contract to comply with the requirements of RCW 60.28 et seq. and to assure correction of failure and defects. The withheld funds shall be paid in full to the Contractor within sixty(60) days of acceptance, unless specific defects are found, provided the retainage has been released by the Washington State Department of Revenue. The defect(s) found shall be described and submitted in writing, including the relevant specification requirement, to the Contractor when identified and within the sixty(60) day withholding period. The withheld funds shall be paid in full to the Contractor upon repair of all deficiencies noted by the Port 's authorized, or receipt of a written commitment from the Contractor reflecting a mutual agreement to resolve the identified deficiency. The withheld funds J are not subject to the late payment provisions of this Contract. FINAL PAYMENT Is 4.16.10 Final payment shall not become due until after the Port has formally accepted the Project ("Final Acceptance"). To achieve Final Acceptance, the Port must accept in writing the final Release and Certificate of Payment, an occupancy permit, if applicable, must have been issued, Final Acceptance must have occurred, and the Contractor must have submitted the following to the Port: a. an affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Port or the Port 's property might in any way responsible or encumbered have been paid or otherwise satisfied; b. a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least thirty (30) days' prior written notice has been given to the Port; Pier II Security Improvements _ Port of Anacortes Project#076-04 -71 Contract Documents —� I CONDITIONS OF THE CONTRACT(Continnedt c. a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents; d. consent of surety, if any, to final payment; e. other data establishing payment or satisfaction of or protection (satisfactory to the Port) against all obligations, such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract Documents, to the extent and in such form as may be designated by the Port satisfactorily demonstrating to the Port that the claims of contractors of any tier, suppliers, and laborers who have filed claims have been paid or sufficient provision made therefor; f. an "Affidavit of Wages Paid" from the Contractor and from each contractor of any tier certified by the Industrial Statistician of the Department of Labor and Industries, as required by RCW 39.12.040, with the fees paid by the j Contractor or contractor of any tier; g. certificates or releases from the Department of Revenue that taxes have been paid, the Department of Employment Security that unemployment compensation payments have been made, and the Department of Labor and Industries that industrial insurance and medical aid premiums have been paid; h. certification that, to the best of its knowledge, the materials in the Work are "lead-free" and "asbestos-free;" i. all warranties, guarantees, manuals, operation instructions, certificates, spare parts, maintenance stock, specified excess material, and other documents or items required by the Contract Documents; j. one set of record drawings on sheets not smaller than 24" x 36" incorporating all changes made during construction that are reflected in the Project Record; k. two copies of the Operations & Maintenance manuals necessary for the repair and maintenance of any structural, mechanical, electrical, or architectural building system or piece of equipment installed on the Project site; and 1. all other items required by the Contract Documents. 4.16.11 If a contractor of any tier refuses to furnish a release or waiver required by the Port, the Port may(a) retain in the fund, account, or escrow funds such amounts as to defray the cost of foreclosing the liens of such claims and to pay attorneys' fees, the total of which shall be no less than one hundred fifty percent (150%) of the claimed amount, Pier II Security Improvements -72- Port of Anacortes Project#076-04 Contract Documents r'a rf CONDITIONS OF THE CONTRACT(Continued) Jor, at Contractor's option, (b) the Contractor may furnish a bond satisfactory to the Port, to indemnify the Port against such lien. If any such lien remains unsatisfied after all payments from the retainage are made, the Contractor shall refund to the Port all money that the Port may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. lJ 4.16.12 Final payment constituting the entire unpaid balance due shall be paid by the Port to the Contractor upon the Port 's receipt of the Contractor's final Release and Certificate of Payment when the Work has been completed and the Contract Documents u fully satisfied except for those responsibilities of the Contractor which survive final payment. FT 4.16.13 The making of final payment shall constitute a waiver of all claims by the Port except those arising from: a. unsettled liens; b. faulty or defective Work appearing after Substantial Completion; c. failure of the Work to comply with requirements of the Contract LJ' Documents; or d. terms of special warranties required by the Contract Documents. 4.16.14 Acceptance of final payment shall constitute a waiver of all claims by the Contractor except those previously made in writing and identified by the Contractor as Li unsettled at the time of the final Release and Certificate of Payment. 4.17 LEGAL COMPLIANCE In performing the Work, the Contractor shall comply with any and all applicable laws, regulations, ordinances, resolutions and orders of agencies with jurisdiction over the Work including federal, state and local governments. 4.18 PREVAILING WAGE Contractor agrees to comply with all applicable rules and regulations regarding prevailing wages and working conditions, including RCW 39.12 et seq., any modifications or amendments thereto, and the current prevailing schedules of wages. 4.18.1 Contractor shall furnish, and shall require each and every subcontractor performing work on the Project to furnish, with their first Release and Certificate of Payment, copies of their Statements of Intent to Pay Prevailing Wages, which have been submitted to and approved by the Washington State Department of Labor and Industries ("WSDLI") setting forth (a) their registration certificate number, (b) the prevailing rate of wage for each classification of Li Pier II Security Improvements _73_ Port ofAnacortes Project sO7fiA4 Contract Documents CONDITIONS OF THE CONTRACT(Continued) worker entitled to prevailing wages under RCW 39.12.020, and (c) the estimated number of workers in each classification. 4.18.2 Each subsequent Release and Certificate of Payment shall state that the prevailing wages have been paid in accordance with the Statement of Intent to Pay Prevailing Wages on file at WSDLI. 4.18.3 Contractor shall post in a location readily visible to workers at the job site a copy of the Statement of Intent to Pay Prevailing Wages and the address and telephone number of WSDLI where a complaint or inquiry about prevailing wages can be made. 4.18.4 Contractor shall not be entitled to a release of funds retained under until Contractor and each and every subcontractor performing work on the Project have submitted to the Port Affidavits of Wages Paid, certified by WSDLI. 4.18.5 In the event any dispute arises regarding prevailing wage rates, which cannot be resolved by the parties in interest, including labor and management representatives, such dispute shall be referred for arbitration to the director of WSDLI and the director's decision shall be final, conclusive and binding on all parties to the dispute. 4.19 HOURS OF LABOR C Contractor shall comply with all applicable provisions of RCW 49.28 and they are incorporated herein by reference. Pursuant to that statute, no laborer, worker, or mechanic employed by Contractor, any contractor, or any other person performing or contracting to do the whole or any part of the Work, shall be permitted or required to work more than eight (8) hours in any one (1) calendar day, provided, that in cases of extraordinary emergency, such as danger El to life or property, the hours of work may be extended, but in such cases the rate of pay for time employed in excess of eight (8) hours of each calendar day shall be not less than one and one-half (1 %) times the rate allowed for this same amount of time during eight (8) hours' �J service. 4.19.1 Notwithstanding the preceding paragraph, RCW 49.28 permits a contractor or subcontractor in any public works contract subject to those provisions, to enter into an agreement with its employees in which the employees work up to ten (10) hours in a calendar day. No such agreement may provide that the employees work ten (10) hour 14 days for more than four (4) calendar days a week. Any such agreement is subject to approval by the employees. The overtime provisions of RCW 49.28 shall not apply to the hours, up to forty(40) hours per week, worked pursuant to any such agreement. 4.20 NON-DISCRIMINATION Contractor and all contractors shall not discriminate against any employee or other person because of sex, race, creed, color or national origin, and to perform the subject matter of this Agreement in strict conformance with all federal, state and local laws, relations and ordinances relating to nondiscrimination, and to promptly remove from the job site any employee who Pier II Secunty Improvements _ Port of Anacones Project#076-04 -74 Contract Documents CONDITIONS OF THE CONTRACT(Continuedt discriminates, harasses or otherwise are in contravention of any such law, regulation, ordinance Li or order. 4.20.1 Contractor shall take action to ensure that employees are treated during employment without regard to their race, religion, color, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination' rates of pay or other forms of compensation; and selection for training, including apprenticeship. Li 4.20.2 Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies of nondiscrimination. 4.20.3 Contractor and all contractors shall, in all solicitations or advertisement for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex, or national origin. 4.21 SEVERABILITY (� Should any provision of this Contract at any time be in conflict with any law, ruling or regulation, or be unenforceable for any reason, then such provision shall continue in effect only to the extent that it remains valid. In the event any provision of this Contract is or becomes unenforceable or invalid, the remaining provisions of this Contract shall nevertheless remain in J full force and effect. f,i l 4.22 MISCELLANEOUS 4.22.1 Entire Agreement: This Contract constitutes the entire agreement of the parties with respect to the subject matter hereof and supersedes all prior agreements or undertakings whether oral or written. This Contract may be modified only by a written instrument signed by both parties. 4.22.2 Authorized Representatives: The following persons are authorized to sign Change Orders: For the Owner: Dan Stahl, Executive Director For the Contractor: L. C Pier II Security ImproNements _75_ Port of Anacortes' Projea'o76-Od Contract Documents PART V SCOPE OF WORK AND SPECIFICATIONS 5.01 TECHNICAL SPECIFICATIONS The following technical specifications entitled, Pier II Security Improvements, Project #076-04, are included with the Contract Documents and hereby incorporated by reference and made a part of this Contract as if they were attached: Division No. Section No. Section Title 1 1-01 Submittals, Meetings, & Notification 2 2-09 Structure Excavation 4 4-02 Gravel Base 4 4-04 Ballast & Crushed Surfacing 5 5-04 Hot Mix Asphalt 8 8-12 Chain-Link Fence and Chain-Link Cantilever Slide Gates n 8 8-20 Illumination, Traffic Signal Systems, and Electrical The Special Provisions and Amendments included as Supplementary Technical Specifications shall be used in conjunction with the 2004 Standard Specifications for Road, Bridge, and Municipal Construction. All provisions of the 2004 Standard Specifications for Road, Bridge, and Municipal Construction, shall apply to this contract, except as herein modified. The Special Provisions and Amendments are made a part of this contract and supersede any conflicting provisions of the Standard Specifications and the Amendments to the Standard Specifications. 5.02 TECHNICAL DRAWINGS The following technical drawings entitled, Pier II Security Improvements, Project #076-04, are included with the Contract Documents and hereby incorporated by reference and made a part of this Contract as if they were attached: Sheet No. Sheet Title U G-001 of 6 Cover Sheet C-101 of 6 Existing Conditions, Proposed Fence Replacement, ,n Repair and/or Construction C-102 of 6 Proposed Automatic Cantilever Slide Gate & Fence Site Plan C-501 of 6 Automatic Gate and Fence Details C-502 of 6 Control Panel and Conduit Trench Detail C-503 of 6 Bollard Detail Pier II Security Improvements -76- Port of Anacortes Project 4076-04 Contract Documents CONDITIONS OF THE,CONTRACT(Continued1 7 5.03 GENERAL 5.03.1 Materials: All materials and construction shall be as indicated on the Plans and as indicated in the Specifications. 5.03.2 Specifications: In the event that there is a conflict in the contract information, the following order shall be used for determination as to which prevails: a) the Contract Documents, b) the Contract Drawings, and c) Local Codes. 5.03.3 Regulations: The Contractor shall comply with all Federal, State and Local Laws and Regulations to protect the public at its employees during the project. 5.03.4 Licenses: The Contractor shall obtain a City of Anacortes business license prior to commencing the Work and maintain such a license until final acceptance. 7 5.03.5 Permits & Environmental Review: The Port is responsible for completing the SEPA environmental review and for obtaining the building permit from the City of Anacortes for the project's scope of work. The Contractor is responsible for obtaining a City of Anacortes electrical permit for the project's scope of work. The Contractor must comply with any and all permit conditions as required by the permitting agencies for the completion of the contract work. The Owner will provide Contractor with permit conditions as they are received. U 7, tkiJ U U Pier II Security(mprovemeNs Project 4076-OJ -77- Porto!Anacortes Contract Documents r I I SECTION II Fr- TECHNICAL SPECIFICATIONS 7 L- o AN4c,� Est 19+6-'.. L, LA, itsd Pier II Security Improvements Project #076-04 fl DIVISION ONE GENERAL REQUIREMENTS fl u n 1-01 SUBMITTALS, MEETINGS AND NOTIFICATION POINTS LJ SUBMITTALS: The Contractor shall provide the following information in writing before commencing the work. The information shall include sketches as applicable. The Owner may request additional information if deemed necessary based on review of the Contractor's proposed 111 activities. 1. Project Schedule The Schedule should identify the start date and duration of project activities. If any change occurs to the schedule during the course of the Work, an updated schedule shall be provided to the Owner's representative as soon as the change is known. The Pier II facility will remain open and operational during construction activities. The Contractor will be provided with a current Shipping Schedule to ensure that construction Jactivities will not interfere with shipping activities. During a loading event, there will need to be coordination for the scheduled construction activities to ensure they are compatible with the trucks entering and existing through the main gated entrance. A current Shipping Schedule is attached for reference, with updated schedules available on the Port of Anacortes' website: www.portofanacortes.com. r Li 2. Temporary Erosion and Sediment Control Plan 3. Project Specific Safety Plan and Fall Safety Plan 4. Contractor Daily Construction Report The Contractor Daily Construction Report shall contain a summary description of all work performed that day, names of Contractor employees, equipment, and hours worked. In addition, the Contractor Daily Construction Report shall include daily quantities of work accomplished for all Pay Items identified in the Bid Form. The Contractor Daily Construction Report shall be submitted to the Owner at the end of each work day. 5. All Equipment & Materials to be Installed, as further identified in the Specification Sections P U r Pier II Security Improvements I-01 Port of Anacortes Project 4076-04 Page I Technical Specification r-- Port of Anacortes 7 7 sof"t1/400 - + .-. Port o•f`Anacortes.com ri \ & : --- Anacortes'•Washington' t.etsy► home employment rows cor-acz public port port tenants dmigbus_iness IDCLIC us wor Its lacillties anC hilts .vth t-c p0rr lrli'Ccj Ship Schedules l _ I . rh Pier 1 Current Berth Schedule as of: 06-29-05 f, *4 Eta LayDays Vessel Cargo Quantity Shipper 06/29/05 6/29-30 Sea Commander Fueling Reisner -.1 > Pier 2 Current Berth Schedule as of: 07-05-05 r Click on a Link: Eta LayDays Vessel Cargo Quantity Shipper I Press Releases Y�J 06/29/05 6/29-7/3 Barge ITB 312 Coke 5,625 m/t Alcan Commission Meetings and Action 07/04/05 7/4-5 Barge Shawna Kay 7Minutes 07/07/05 7/7-10 Barge ITB 312 Coke 5,625 m/t Alcan Shinning Schedules ri 07/17/05 7/17-20 Barge ITB 312 Coke 5,625 m/t Alcan Li Main Page 07/31/05 7/31-8/3 Barge ITB 312 Coke 5,625 m/t Alcan 7 08/10/05 8/10-20 Barge ITB 312 Coke 5,625 m/t Alcan LJ 08/22/05 8/22-30 Vessel - TBN Coke 22,000 m/t Alcan L] Curtis Wharf Current Berth Schedule as of: 06-27-05 in Eta LayDays Vessel Cargo Quantity Shipper LI 06/29/05 6/29-30 Sea Drop & Vac Marine Reliance Transport Sound L 07/05/05 7/5-13 Reliance DCI Repair & Marine 550-2 Dry Dock Transport 09/23/05 9/23 Empress of Passengers America the North West Curtis Wharf Current Berth Schedule as of: Eta LayDays Vessel Cargo Quantity Shipper L L U r http://www.portofanacortes.com/shipschedules.cfm 7/8/200` 7 DIVISION TWO EARTHWORK INTRODUCTION The following Special Provisions and Amendments thereto shall be used in conjunction with the J 2004 Standard Specifications for Road, Bridge, and Municipal Construction. All provisions of of the 2004 Standard Specifications for Road, Bridge, and Municipal Construction, shall apply to this contract, except as herein modified. The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the Standard Specifications and the Amendments to the Standard Specifications. U 2-09 STRUCTURE EXCAVATION 2-09.1 Description F Work includes trenching for power from a power panel located inside Port of Anacortes fenced area to new automatic gate location. Work will include trenching through gravel and asphalt, and repair of surfacing. 2-09.2 Materials 1 All conduit or pipe trenches under driveways shall be backfilled with Controlled Density Fill (CDF). FT Native material can be used for trench backfill in other areas but must meet section 2-09.3(1)E. U END OF SECTION C n U U U Pier II Security Improvements 2-09 Port of Anacortes Project#076-04 Page I Technical Specifications fl DIVISION FOUR BASES 4-02 GRAVEL BASE l—i 4-02.1 Description Gravel base shall be used for filling under the fence, as noted in the plans. Gravel base shall be used for trench backfill in areas where not trenching through asphalt. 4-02.2 Materials Gravel base shall meet the requirements of section 9-03.10 END OF SECTION n rl L Et C C C C Pier II Security Improvements 4-02 Port ofAnacortes Project 4076-04 Page I Technical Specifications r 7 DIVISION FOUR BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.1 Description Crushed surfacing shall be used for trench repair in areas where not trenching through asphalt. 4-04.2 Materials r Crushed surfacing shall meet the requirements of section 9-03.9(3) END OF SECTION 7 fl Li rl u P Li Pier II Security Improvements 4-04 Pon ofAnacones Project#076-04 Page 1 Technical Specifications fl 7 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS ,I 5-04 HOT MIX ASPHALT 5-04.1 Description Hot mix asphalt shall be used for trench repair where trenching through asphalt. Hot mix asphalt shall match the existing asphalt for thickness. All joints shall be sealed per this section of the WSDOT specifications. 5-04.2 Materials Hot mix asphalt for this project shall be Class B. 11 Li END OF SECTION n P U Pier II Security Improvements 5-04 Port of Anacortes Project 74076-04 Page 1 Technical Specifications DIVISION EIGHT MISCELLANEOUS CONSTRUCTION 8-12 CHAIN-LINK FENCE AND CHAIN-LINK CANTILEVER SLIDE GATES H 8-12.1 Description r ,.,- The work under this section consists of all operations pertaining to repair and construction of chain-link fencing, including perimeter fencing, manual and automatic gate installation. All fence height shall be eight (8) feet with top rail and bottom tension wire. Chain-link cantilever slide gates shall have enclosed aluminum track and hardware. Chain-link cantilever slide gates shall utilize vehicular detector loops for safety and free-exit features. Chain-link cantilever slide gates shall utilize remote radio transmitters and a receiver mounted at the control panel for gate control. /9I The Contractor shall schedule a preconstruction meeting with the Port of Anacortes prior to starting construction. Li 8-12.1(1) References American Society for Testing &Materials (ASTM) I A392 Zinc-Coated Steel Chain-link Fence Fabric A824 Metallic-Coated Steel Marcelled Tension Wire for Use with Chain-link Fabric F1083 Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded for Fence J Structures F1184 Industrial and Commercial Horizontal Slide Gate n 8-12.2 Materials Chain-link fence shall be eight (8) feet in height (measured from ground up), Cyclone Fence, Anchor Fence, or approved equal. Material used in the construction of chain-link fencing shall be in accordance with the Standard Details of these Specifications and the requirements of the "Chain-Link Fence Manufacturers Institute", as described below. 8-12.2(1) Products 8-12.2(1)A Manufacturers 1. Slide gate operators shall be the DoorKing DKS 9150 Vehicular Slide Gate Operator, 1 HP. 2. Radio transmitter shall be KeriSystems Inc. RF Transmitter/Receiver System — Long Range Tags for Vehicle/Gate Access. Contractor shall provide 35 transmitters. Pier II Security Improvements 8-12 Port of Anacortes Project#076-04 Paget Technical Specifications SECTION 8-12—CHAINLINK FENCE AND CHAIN-LINK CANTILEVER SLIDE GATES r L 3. Gate shall be controlled by KeriSystems PXL-500/510 Tiger II Controller and SB-593 Satellite Expansion Board. This shall be mounted as shown on the Plans, inside a lockable NEMA 3X enclosure, provided by the Contractor. 4. Keypad shall be Essex Electronics Inc. RII 11B 26 Bit Wiegand Specifications, and wired through the gate controller to provide additional access from outside gate. This shall be mounted on a post supplied by the manufacturer. Li 5. A strobe sensor suitable for operation with all City of Anacortes emergency vehicles shall be mounted on the same post as the keypad. 6. Gate sensor shall be MillerEdge MGO20 for sliding gates. 7. Light Standard shall be 400 W and shall be mounted on an existing wood post as noted in the Plans. 8-12.2(2) Submittals Changes in specifications may not be made after the bid date. Shop drawings: Layout of fences and gates with dimensions, details, and finishes of components, accessories, and post foundations, including electrical connections (specifically control panel for automatic gate, gate operator, remote receiver, antenna and transmitter, power connection, and lighting), and manufacturer's installation instructions and details. r Design of transformer pad with control panel, power panel and disconnect unistrut mounting shall be provided with structural foundation design stamped by a professional engineer. r- Product Data: Manufacturer's catalog cuts indicating material compliance and specified options. Samples: Color selections for PVC finishes. If requested, samples of materials (e.g., fabric, wires, and accessories). 8-12.3 Construction Requirements Qualified contractor shall have five (5) years minimum prior experience installing automatic gates. Contractor shall provide references of other similar projects. 8-12.3(1)AChain-link Fencing General 1. Posts, gate frames, braces, stretcher bars, and truss rods shall be of steel; reinforcing wires shall be of high carbon steel; and gate hinges, post caps, barbed-wire supporting arms, stretcher bar bands, and other parts shall be of steel, malleable iron or equal. Pier II Security Improvements 8-12 Port of Anacortes Project 4076-04 Page 2 Technical Specifications SECTION 8-12-CHAINLINK FENCE AND CHAIN-LINK CANTILEVER SLIDE GATES 2. Workmanship shall be of good quality. Parts shall be formed accurately to dimensions. All steel and iron parts shall be zinc coated after fabrication, using zinc grade "E" in accordance with Federal Specifications QQ-Z-351. 3. The weight of the zinc coating per square foot of actual surface shall average not less than 1.2 ounces and no individual specimen shall show less than 1.0 ounces. Zinc-coated surfaces shall be free from imperfectly coated spots, bruised or scaled coating, drops of zinc, sharp projections, and sal ammoniac spots. 4. Posts, gate frames, rails, and braces shall conform to the dimensions and weights shown in Table #1. 5. No dissimilar metals shall be used in fence or gate construction. Fabric 1. Fabric shall be placed on the property line side of the fence, allowing all posts and hardware to be located on the inside of the property/fence. The fabric shall be as specified, stretched taut, and securely fastened to the posts. Fastening to end, gate, corner and pull posts shall be with stretcher bars and fabric bands spaced at intervals of twelve inches (12") or less. Fastening to line posts shall be with ties or clips at twelve-inch (12") intervals. 2. Fencing fabric shall be Class 2 zinc-coated steel by the hot-dip process after fabrication conforming to ASTM A 392. The zinc coating shall be commercially uniform. It shall not have less than 1.2 ounces per square foot when tested. Fabric shall be 9-gauge wire, 11/4-inch mesh, one-piece fabric widths, knuckled at both selvages. Mid Rail A mid rail shall be installed at terminations and gates. Posts 1. Posts shall be of the lengths specified and shall be tubular. Dimension and weight shall conform to Table #1, unless otherwise specified. 2. All posts shall be set vertical and plum in concrete footings. The tops of the footings shall be level with the ground, shall be crowned to provide drainage and shall be troweled smooth. The dimensions of the footing shall be as follows: Line and terminal posts: 12-inch diameter, 42-inch depth. Man Gate, Swing Gate: Minimum 18-inch diameter, minimum depth 46 as required to support gates Automatic Slide Gate: In accordance with manufacturer's standards. Pier II Security Improvements 8-12 Port ofAivcortes — Project N076-04 Page 3 Technical Specifications SECTION 8-12—CHAINLINK FENCE AND CHAIN-LINK CANTILEVER SLIDE GATES For gate leaf size 23 feet (7010 mm) to 30 feet (9144 mm), weld an additional 2-inch (50 mm) square lateral support rail adjacent to top horizontal rail. Bottom rail shall consist of 2 inch x 4 inch (50 mm x 100 mm) aluminum member weighing 1.71 lb/ft (2.54 km). Gate Leaf Sizes Cantilever Support (Overhang) North leaf: 14 ft 6 ft South leaf: 22 ft 11 ft 2. Bracing: Provide diagonal adjustable length truss rods of 3/8 inch (9.5 mm) galvanized steel, in each panel of gate frames 3. Top track/rail: Enclosed combination one-piece track and rail, aluminum extrusion with weight of 3.72 lb/ft(5.54 kg/m). Track to withstand reaction load of 2,000 lbs. (907.2 kg.) 4. Truck assembly: Swivel type, zinc die-cast, with 4 sealed lubricant ballbearing rollers, 2 inches (50 mm) in diameter by 9/16 inches (14 mm) in width, and 2 side rolling wheels to ensure truck alignment in track (no substitution). Mount trucks on post brackets using 7/8- inch (22 mm) diameter ball bolts with '/2 inch (13 mm) shank. Truck assembly to withstand same reaction load as track-2,000 lbs. (907.2 kg.) 5. Gate hangers, latches, brackets, guide assemblies, and stops: Malleable iron or steel, galvanized after fabrication. Provide positive latch with provisions for padlocking. (These fittings do not receive PVC coating.) 6. Bottom guide wheel assemblies: Each assembly shall consist of two, 3-inch (75 mm) diameter rubber wheels, straddling bottom horizontal gate rail, allowing adjustment to maintain gate frame plumb and in proper alignment. Attach one assembly to each guidepost. (These fittings do not receive PVC coating.) 7. Gate posts: For gates under 31' 0" (9449 mm): galvanized steel 4 inch (101.6 mm) OD schedule 40 pipe, ASTM F 1083, weighing 9.1 lb/ft (13.6 kern). Provide 1 latch post and 2 support posts for single slide gates and 4 support posts for double slide gates. For gates 31' 0" (9449 mm) or larger; 2 pairs of support posts for each leaf (dual) 6 inch (152.4 mm) OD schedule 40 pipe, ASTM F 1083, weighing 9.1 lb/ft (13.6 kg/m) each. Posts connected by welding 6 inch x 3/8 inch (12.7 x 9.5 mm) plate between posts as shown on drawings. Also one 6 inch (152.4 mm) latch post. (See the Plans for post sizes on the cantilever gate). A. Finish to match fence. Pier Q Secunty Improvements 8-12 Port of Anacortes Project 8076-04 Page 6 Technical Specifications SECTION 8-12—CHAINLINK FENCE AND CHAIN-LINK CANTILEVER SLIDE GATES 8. Chain-link Cantilever Gate Fabric: Fabric shall be aluminum-coated steel per Standard Specifications Section 9-16.1(7). 9. Electrical and power supply requirements shall meet the manufacturer's recommendations for each piece of equipment. Power shall be supplied from the shop directly south of the automatic gate (see Plans for location). Electrical work shall be done by a state-licensed electrical contractor, and shall meet all applicable state and local requirements for certification. The Contractor is responsible for obtaining and paying for all necessary electrical permits. A. MillerEdge Sensing Edge 24 volt AC/DC 1/2 A IB. Essex Electronics Keypad 5VDC +- 0.1V 20 mA, or 12VDC +-3.0V 20mA with strobe sensor C. PXL 500/510 Tiger II Controller +12VDC @ 125 mA. (Add 375 mA for SB-593). D. Doorking DKS 9150 Operator (1HP) 115 VAC, 60 Hz, 7.0 A, OR 230 VAC, 60 Hz, 3.5 A, OR 460 VAC, 60 Hz, 1.8 A E. RF Kerisystems Transmitter/Receiver Transmitter power requirements: (2) 3V 2016 style batteries Receiver power requirements: +5VDC, OR +6-24VDC @ 25mA 8-12.3(1)CSetting Materials Concrete: Minimum 28-day compressive strength of 3,000 psi (20 MPa). 8-12.3(2) Execution Site Preparation (Fence and Gates) t1. Verify areas to receive fencing are completed to final grades and elevations. All trees, brush and other obstacles which would interfere with the construction of the fence shall be removed and disposed of as directed by the Project Representative and shall be considered incidental. The fence shall be constructed in such a manner as to follow a smooth profile. Throughout the fence length the distance between the ground surface and the bottom rail ' shall not be greater than two inches (2"). Where excavation is necessary to meet this requirement, the ground will be graded level not less than one foot (1') on either side of the fence and backslopes of one and one-half to one (11/2:1) provided. Where backfill is ' necessary to meet this requirement, natural surface vegetation shall be removed prior to placing fill material. The top of the fill shall be level for one foot (1') on either side of the fence line and the shoulder slopes shall be one-half to one (1/2:1). Grading for all specific ' Pier II Security Improvements 8-12 Port ofAnacortes Project 11076-04 Page 7 Technical Specifications SECTION 8-12—CHAINLINK FENCE AND CHAIN-LINK CANTILEVER SLIDE GATES TABLES TABLE #1 —DIMENSIONS AND WEIGHTS Outside Diameter Use and Section or Dimensions— Weight Per Foot— Nominal Nominal End, corner, and pull posts Inches Pounds (tubular) for fabric heights 6 feet and less: Round 2.375 3.65 Over 6 feet: Round 3.00 5.79 Gate posts for nominal width of gate, single, or one leaf of double 6 feet and less: Round 2.875 5.79 Gate with 13 feet and less: Round 4.00 9.10 I Outside Diameter Use and Section or Dimensions— Weight Per Foot— I Nominal Nominal , Gate width over 13 feet to 18 feet, including: Round 6.625 18.97 1 Gate width over 18 feet: Round 8.625 24.70 Gates exterior frames for fabric heights less than 6 feet: Round 1.660 1.806 ' 6 feet and over: Round 1.90 2.085 Interior bracing heights less I than 6 feet: Round 1.315 1.055 6 feet and over: Round 1.660 1.806 I 1 Rails and post braces (tubular): Round 1.660 1.806 Intermediate posts for fabric ' heights less than 6 feet Round 1.90 2.72 (tubular): 6 feet and over(tubular): Round 2.375 3.65 TABLE #2—PERMISSIBLE TOLERANCE IN DIMENSIONS AND WEIGHTS Tubular Diameter Tolerance—O.D. Tolerance—lbs/ft II Up to 1'/2" inclusive: +-1/64"— 1/32" +-5% 2 inches and over: + 1%—1% +-5% Note: Where tolerances are not specified in this table or elsewhere in this i Specification, standard commercial tolerances shall apply. END OF SECTION Pier II Security Improvements 8-12 Port ofAnacortes ' Project#076-04 Page 10 Technical Specifications n U DIVISION EIGHT MISCELLANEOUS CONSTRUCTION 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.1 Description Lt Work under this section shall include the installation of one (1) new light standard and mounting bracket on the south side of the new cantilever slide gate as shown in the plans. It will include installing a new power supply transformer, power disconnect, and main power panel. It will also include installation of power conduit and wire for gate control and power supply to new lighting, fence and gate installation, and transformer. All provisions of the Standard Specifications shall apply to this contract, except as modified Lrl herein, as it applies to the fence and gate installation, automatic gate controls, transmitters, _ receivers, antenna, panels, switches, breakers and all electrical work and equipment. 7All electrical work, electrical equipment, and installation for the fence and automatic gate construction, shall be bidder design and construct. The Contractor shall perform all electrical equipment coordination, layout, acquisition, installation, and testing for a complete, safe, and reliable automatic gate. The Contractor shall submit all equipment, design, and layout submittals to the Engineer for L-' approval prior to equipment procurement. The Engineer will coordinate with the owner to review the design, layout, and equipment submittals for approval. L All electrical equipment, materials, and workmanship shall conform to all applicable local, state, and federal electrical standards, reference documents, and quality assurance requirements, unless otherwise approved. Shop Drawings: Submit three sets of shop drawings to the Engineer for approval. Shop drawings shall include: A wiring diagram and an elementary control diagram for each piece of electrical equipment; a dimensioned outline drawing (to scale) showing equipment layout, details of mounting, complete identification of all electrical components and their interconnections, and all connections to external equipment. Shop drawings shall be submitted to the Engineer for all electrical equipment and work. All electrical design and layout drawings shall be stamped by a 1 licensed professional electrical engineer in the State of Washington. Quality Assurance: All equipment furnished under this Section shall (1) be from a manufacturer who has been regularly engaged in the design and manufacture of the equipment with a minimum of five (5) years experience; and, (2) be demonstrated to the satisfaction of the Engineer that the quality is equal to equipment made by those manufacturers specifically named herein. Nothing in the drawings or specifications shall be construed to direct or permit work or equipment not conforming to applicable laws, ordinances, rules, regulations, requirements or U Pier II Security Improvements g-20 Port of Anacortes Project#076-04 Page I Technical Specifications SECTION 8-20—ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL standards. Discrepancies or conflicts shall be brought to the attention of the Engineer promptly for resolution. Neither the failure to make inspections or tests, nor to discover defective workmanship, materials, or equipment, shall lessen the rights of the Owner or Engineer, to reject the work and/or require its correction. 8-20.2 Materials Light standard shall be 400 watt, mounted on an existing wood post, and photocell operated. Conduit shall meet the requirements of the Standard Specifications Section 9-29. Control panel shall provide both 120v and 240 v power as required by the equipment listed in Section 8-12.3(1)B. Contractor shall design and provide a disconnect switch at the transformer and control panel (see fl Plans). Li Junction boxes shall be per the Standard Specifications Section 9-29. ° Ii Enclosure for control panel and receiver shall be a NEMA 3X rated lockable enclosure. i END OF SECTION U U O Pier II Security Improvements 8-20 Port ofAnacortes Project N076-04 Page 2 Technical Specifications } SUPPLEMENTAL TECHNICAL SPECIFICATIONS AMENDMENTS TO 2004 STANDARD SPECIFICATIONS FOR ROAD, • BRIDGE, & MUNICIPAL CONSTRUCTION H U p� o Arts imi o off kst. 1926 i Pier II Security Improvements Project #076-04 U j i i i i I c c 1 1 0 0 c 0 1 i 1 1 1 1 SECTION 2-09, STRUCTURE EXCAVATION ( 2 December 6, 2004 L 3 2-09.3(1)E Backfilling 4 The first paragraph under Timing is revised to read: 5 6 Backfill shall not be placed against any concrete structure until the concrete has 7 attained 90 percent of its design strength and a minimum age of 14 days, except that 8 reinforced concrete retaining walls 15 feet in height or less may be backfilled after the 9 wall has attained 90 percent of its design compressive strength and curing 10 requirements of Section 6-02.3(11) are met. Footings and columns may be backfilled 11 as soon as forms have been removed, so long as the backfill is brought up evenly on all 12 sides. r_ 13 14 2-09.4 Measurement 15 In the third paragraph, the width for pipes 18 inches and over is revised to (1.5 x I.D.) + 18 16 inches. tr L1 J L_J r • U ILi in 'I ir r1 1 2004 AMENDMENTS DIVISION 2 09.AP2 DECEMBER 6, 2004 Page 1 1 SECTION 4-04, BALLAST AND CRUSHED SURFACING 2 January 5, 2002 3 4-04,3(5) Shaping and Compaction - 4 In the first paragraph, the first sentence is revised to read: 5 6 Immediately following spreading and final shaping, each layer of surfacing shall be 7 compacted to at least 95 percent of the standard density determined by the a requirements of Section 2-03.3(14)D before the next succeeding layer of surfacing or 9 pavement is placed. L f% U 17 LJ J .. Li ,17 U U ri U 2004 AMENDMENTS DIVISION 4 04.AP4 11 JANUARY 5, 2004 Page 1 Ewa EMI Or'1C EMI CI c cii nNMI IRA IMO tril _ 1 1 SECTION 5-04, HOT MIX ASPHALT 2 April 4, 2005 -: : 3 5-04.3(7)A Mix Design 4 The first paragraph "1. General", is revised to read: 5 I 6 1. General. Prior to the production of HMA, the Contractor shall determine a design 7 aggregate structure and asphalt binder content in accordance with WSDOT -,i 8 Standard Operating Procedure 732. Once the design aggregate structure and 9 asphalt binder content have been determined, the Contractor shall provide test 10 data demonstrating that the design meets the requirements of Sections 9-03.8(2) r,, 11 and 9-03.8(6) on WSDOT HMA Mix Design Submittal form 350-042. In no case ��1 12 shall the paving begin before the determination of anti-strip requirements has been 13 made. 14 E, 15 5-04.3(8)A Acceptance Sampling and Testing - HMA Mixture 16 In Item 2 (Aggregates) the second sentence is revised to read: n 17 18 The acceptance criteria for aggregate properties of sand equivalent, fine aggregate - 19 angularity and fracture will be their conformance to the requirements of Section 9- 20 03.8(2). 21 22 In item 3, C. (Test Results), the second and third paragraphs are revised to read: r 23 24 Sublot sample test results (gradation and asphalt binder content) may be challenged by L 25 the Contractor. For HMA mixture accepted by statistical evaluation with a mix design 26 that did not meet the verification tolerances, the test results in the test section including J 27 the percent air voids (Va) may be challenged. To challenge test results, the Contractor 28 shall submit a written challenge within five working days after receipt of the specific test _ 29 results. A split of the original acceptance sample will be sent for testing to either the I 30 Region Materials Lab or the State Materials Lab as determined by the Project Engineer. 31 The split of the sample with challenged results will not be tested with the same 32 equipment or by the same tester that ran the original acceptance test. The challenge in Li 33 sample will be tested for a complete gradation analysis and for asphalt binder content. 34 f 35 The results of the challenge sample will be compared to the original results of the fl 36 acceptance sample test and evaluated according to the following criteria: 37 38 Deviation U39 U.S. No. 4 sieve and larger Percent passing ±4.0 40 U.S. No. 8 sieve Percent passing ±2.0 41 U.S. No. 200 sieve Percent passing ±0.4 fri 42 Asphalt binder % Percent binder content t0.3 43 Va % Percent Va t0.7 44 7 45 Item 3, D. (Test Methods) is revised to read: 46 47 D. Test Methods 7 48 Testing of HMA for compliance of volumetric properties (VMA, VFA and Va) will be €I 49 by WSDOT Standard Operating Procedure SOP 731. Testing for compliance of 17 APRIL 4, 2005 04.AP5 PAGE 1 1 asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for 2 compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 3 4 In item 3,E (Test Section - HMA Mixture) the first sentence in the third paragraph is revised 5 to read: 6 e� 7 For a test section to be acceptable, with or without a verified mix design, the pay factor 8 (PFi) for each of gradation, asphalt binder, VMA, VFA and Va shall be 0.95 or greater, 9 and the remaining test requirements in Section 9-03.8(2) (dust/asphalt ratio, sand 10 equivalent, fine aggregate angularity and fracture) shall conform to the requirements of 11 that Section. 12 13 5-04.3(13) Surface Smoothness 14 In the first paragraph, the second sentence is revised to read: 15 16 The completed surface of the wearing course shall not vary more than 1/8 inch from the 17 lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. 18 19 5-04.4 Measurement 20 The first sentence is revised to read: 21 22 HMA CL. _ PG , HMA for — CL. PG , and Commercial HMA will be 23 measured by the ton in accordance with Section 1-09.2, with no deduction being made 24 for the weight of asphalt binder, blending sand, mineral filler, or any other component of 25 the mixture. 1 0 U 3 3 APRIL 4, 2005 04.AP5 PAGE 2 7 7, - 1 HOT MIX ASPHALT 2 (......) l 3 Section 5-04 is revised in its entirety to read: __ 4 5 5-04.1 Description n 6 This work shall consist of providing and placing one or more layers of plant-mixed J� 7 hot mix asphalt (HMA) on a prepared foundation or base in accordance with these 8 Specifications and the lines, grades, thicknesses, and typical cross-sections shown 9 in the Plans. L_I 10 11 HMA shall be composed of asphalt binder and mineral materials as may be ri 12 required, mixed in the proportions specified to provide a homogeneous, stable, and Li 13 workable mixture. 14 15 HMA Class A, Class B, Class D, Class F, and Class G are designated as leveling or Li 16 wearing courses. HMA Class E is designated as a pavement base course. With the 17 exception of HMA Class D, all mixtures are considered dense graded HMA. 18 Li 19 5-04.2 Materials 20 Materials shall meet the requirements of the following sections: 21 �� 22 Asphalt Binder 9-02.1(4) Lii 23 Cationic Emulsified Asphalt 9-02.1(6) 24 Anti Stripping Additive 9-02.4 Li 25 Aggregates 5-04.3(8)A2 26 Blending Sand 9-03.8(4) 27 Mineral Filler 9-03.8(5) 28 Li 29 The contract documents may establish that the various mineral materials required 30 for the manufacture of HMA will be furnished in whole or in part by the Contracting 7 31 Agency. If the documents do not establish the furnishing of any of these mineral L 32 materials by the Contracting Agency, the Contractor shall be required to furnish 33 such materials in the amounts required for the designated mix. Mineral materials 1- 34 include coarse and fine aggregates, blending sand, and mineral filler. L 35 36 The Contractor shall have the option of utilizing recycled asphalt pavement (RAP) in n 37 the amount up to 20 percent of total aggregate weight in combination with new Li 38 aggregate in the production of HMA. The RAP may be from HMA removed under 39 the contract, if any, or old HMA from an existing stockpile. Recycled materials shall 11 40 not be used in HMA Class D. ki 41 42 When aggregates or a source for the production of aggregates is provided by the ri 43 Contracting Agency, the approximate percentage of asphalt binder required in the j 44 mixture for the particular class of pavement will be set forth in the special provisions. 45 The percentage is based upon a midline gradation mix design for the source n 46 provided. Li 47 48 The grade of asphalt binder shall be as required by the contract. Prior to the j 49 submittal of the mix design, the Contractor shall provide a written designation of the L1 1 of 27 Li 1 grade of PG asphalt binder to be used. The Contractor may propose the 2 substitution of alternate grades of performance grade (PG) asphalt binder at no cost 3 to the Contracting Agency. The proposal will be approved if the proposed alternate 4 asphalt binder has an average 7-day maximum pavement design temperature that 5 is equal to or higher than the specified asphalt binder and has a minimum pavement 6 design temperature that is equal to or lower than the specified asphalt binder. TheI 7 substituted alternate grade of asphalt binder shall be used in all HMA contract items 8 of the same class and originally specified grade of asphalt binder. Blending of 9 asphalt binder from different sources is not permitted. 10 11 Production of aggregates shall comply with the requirements of Section 3-01. 12 ri 13 Preparation of stockpile site, the stockpiling of aggregates, and the removal of LA 14 aggregates from stockpiles shall comply with the requirements of Section 3-02. 15 16 5-04.3 Construction Requirements LI 17 5-04.3(1) HMA Mixing Plant 18 Plants used for the preparation of HMA shall conform to the following fl 19 requirements: k' 20 21 1. Equipment for Preparation of Asphalt Binder. Tanks for the 22 storage of asphalt binder shall be equipped to heat and hold the 23 material at the required temperatures. The heating shall be 24 accomplished by steam coils, electricity, or other approved means so 25 that no flame shall be in contact with the storage tank. The circulating 26 system for the asphalt binder shall be designed to ensure proper and 27 continuous circulation during the operating period. A valve for the 28 purpose of sampling the asphalt binder shall be placed in either the Iri 29 storage tank or in the supply line to the mixer. 30 31 2. Thermometric Equipment. An armored thermometer, capable of 32 detecting temperature ranges expected in the HMA mix, shall be fixed 33 in the asphalt binder feed line at a location near the charging valve at ¢, 34 the mixer unit. The thermometer location shall be convenient and 35 safe for access by inspectors. kit 36 37 The plant shall also be equipped with an approved dial-scale 38 thermometer, a mercury actuated thermometer, an electric pyrometer, 39 or another approved thermometric instrument placed at the discharge 40 chute of the drier to automatically register or indicate the temperature 41 of the heated aggregates. This device shall be in full view of the plant 42 operator. 43 71 44 3 Sampling and Testing of Mineral Materials. The HMA plant shall 45 be equipped with a mechanical sampler for the sampling of the 46 mineral materials. The mechanical sampler shall meet the "4 47 requirements of Sectionl-05.6 for crushing and screening operation. 6t 48 49 The contractor shall provide sufficient space as required for the setup 50 and operation of the field testing facilities of the Contracting Agency. 2 of 27 7 7 1 J -- 2 5-04.3(2) Hauling Equipment 3 Trucks used for hauling HMA shall have tight, clean, smooth metal beds and J 4 shall have a cover of canvas or other suitable material of sufficient size to 5 protect the mixture from adverse weather. Whenever the weather conditions 6 include (or are forecast to include) during the workshift precipitation or an air 1 7 temperature less than 45°F, the canvas cover shall be securely attached to 8 protect the HMA. 9 ni 10 In order to prevent the HMA mixture from adhering to the hauling equipment, 11 truck beds are to be sprayed with an environmentally benign release agent. 12 Excess release agent shall be drained prior to filling hauling equipment with n, 13 HMA. Petroleum derivatives or other coating materials that contaminate or 'L, 14 alter the characteristics of the HMA shall not be used. For hopper trucks, the 15 conveyer shall be in operation during the process of applying the release agent. t 16 LJ 17 5-04.3(3) Hot Mix Asphalt Pavers 18 HMA pavers shall be self-contained, power-propelled units, provided with an 19 internally-heated vibratory screed or strike-off assembly and shall be capable of 20 spreading and finishing courses of HMA plant mix material in lane widths Li 21 required by the paving section shown in the Plans. 22 i ' 23 The screed or strike-off assembly shall effectively produce a finished surface of J 24 the required evenness and texture without tearing, shoving, segregating, or • 25 gouging the mixture. Extensions will be allowed provided they produce the 26 same results, including ride, density, and surface texture as obtained by the `-' 27 primary screed or strike off assembly. Extensions without, augers, vibration and 28 heated screeds shall not be used in the traveled way. i 29 LJ 30 When laying HMA, the paver shall be operated at a uniform forward speed 31 consistent with the plant production rate and roller train capacity to result in a l 32 continuous operation. The auger speed and flight gate opening shall be 33 adjusted to coordinate with the operation. 34 7 35 The paver shall be equipped with automatic screed controls with sensors for iA 36 either or both sides of the paver. The controls shall be capable of sensing 37 grade from an outside reference line, sensing the transverse slope of the 38 screed, and providing automatic signals that operate the screed to maintain the 39 desired grade and transverse slope. The sensor shall be constructed so it will 40 operate from a reference line or a mat referencing device. I^ 41 42 The transverse slope controller shall be capable of maintaining the screed at 43 the desired slope within plus or minus 0.1 percent. The paver shall be equipped kJ 44 with automatic feeder controls, properly adjusted to maintain a uniform depth of 45 material ahead of the screed. 46 E . 47 Manual operation of the screed will be permitted in the construction of 48 irregularly shaped and minor areas. These areas include, but are not limited to, 49 gore areas, road approaches, tapers and left-turn channelization. LI50 L3 of 27 1 When specified in the contract, reference lines for vertical control will be 2 required. Lines shall be placed on both outer edges of the traveled way of 3 each roadway. Horizontal control utilizing the reference line will be permitted. 4 The grade and slope for intermediate lanes shall be controlled automatically 5 from reference lines or by means of a mat referencing device and a slope 6 control device. When the finish of the grade prepared for paving is superior to 7 the established tolerances and when, in the opinion of the Engineer, further 8 improvement to the line, grade, cross-section, and smoothness can best be 9 achieved without the use of the reference line, a mat referencing device may be 10 substituted for the reference line. Substitution of the device will be subject to 11 the continued approval of the Engineer. A joint matcher may be used subject 12 to the approval of the Engineer. The reference line may be removed after the 13 completion of the first course of HMA when approved by the Engineer. 14 Whenever the Engineer determines that any of these methods are failing to 15 provide the necessary vertical control, the reference lines will be reinstalled by r 16 the Contractor. L._ 17 18 The Contractor shall furnish and install all pins, brackets, tensioning devices, r 19 wire, and accessories necessary for satisfactory operation of the automatic kJ p 20 control equipment. 21 22 If the paving machine in use is not providing the required finish, the Project 23 Engineer may suspend work as allowed by Section 1-08.6. Any cleaning or 24 solvent type liquids spilled on the pavement shall be thoroughly removed 25 before paving proceeds. 26 27 5-04.3(4) Rollers 28 Rollers shall be of the steel wheel, vibratory, or pneumatic tire type, in good P 29 condition and capable of reversing without backlash. Operation of the roller 30 shall be in accordance with the manufacturer's recommendations. When 31 ordered by the Project Engineer for any roller planned for use on the project, fl 32 the Contractor shall provide a copy of the manufacturer's recommendation for 33 the use of that roller for compaction of HMA. The number and weight of rollers 34 shall be sufficient to compact the mixture in compliance with the requirements 35 of Section 5-04.3(10). The use of equipment that results in crushing of the 36 aggregate will not be permitted. Rollers producing pickup, washboard, uneven 37 compaction of the surface, displacement of the mixture or other undesirable 38 results will not be used. 39 40 5-04.3(5) Conditioning of Existing Surface 41 When the surface of the existing pavement or old base is irregular, the 42 Contractor shall bring it to a uniform grade and cross-section as shown on the 434 plans or approved by the Engineer. 7 3 45 Preleveling of uneven or broken surfaces over which HMA is to be placed may 46 be accomplished by using an asphalt paver, a motor patrol grader, or by hand C 47 raking, as approved by the Engineer. L; 48 U 4 of 27 U 7 f . 1 5-04.3(5)A Preparation of Existing Surfaces L� 2 Before construction of HMA on an existing paved surface, the entire surface of 3 the pavement shall be clean. All fatty asphalt patches, grease drippings, and 7 4 other objectionable matter shall be entirely removed from the existing 5 pavement. All pavements or bituminous surfaces shall be thoroughly cleaned 6 of dust, soil, pavement grindings, and other foreign matter. All holes and small 7 depressions shall be filled with an appropriate class of HMA mix and the 8 surface of the patched area shall be leveled and compacted thoroughly. 9 10 A tack coat of asphalt shall be applied to all paved surfaces on which any 11 course of HMA is to be placed or abutted. Tack coat shall be uniformly applied 12 to cover the existing pavement with a thin film of residual asphalt free of streaks 13 and bare spots. A heavy application of tack coat will be applied to all joints. 14 For roadways open to traffic, the application of tack coat shall be limited to 15 surfaces that will be paved during the same working shift. The spreading 16 equipment shall be equipped with a thermometer to indicate the temperature of L 17 the tack coat material. 7- . 18 19 Equipment shall not operate on tacked surfaces until the tack has broken and Li20 cured. If the Contractor's operation damages the tack coat it shall be repaired 21 prior to placement of the HMA. I r , 22 23 Unless otherwise approved by the Engineer, the tack coat shall be CSS-1, Li 24 CSS-1 h, or STE-1 emulsified asphalt. The CSS-1 and CSS-1 h emulsified - _ 25 asphalt may be diluted with water at a rate not to exceed one part water to one ri, 26 part emulsified asphalt. The emulsified asphalt shall not exceed the maximum 27 temperature recommended by the emulsified asphalt manufacturer. 28 j 29 5-04.3(5)B Preparation of Untreated Roadway Li 30 When designated in the plans the existing roadway shall be prepared and the 31 roadway primed as provided in Section 5-02.3(2)A, except that only one fl 32 application of asphalt and one application of aggregate, which shall conform to Li 33 aggregate for HMA Class B as listed in Section 5-04.3(8) or other granular 34 materials approved by the Engineer, will be required. All other provisions of fl 35 Section 5-02 pertaining to bituminous surface treatment Class A shall apply, L. 36 except as hereinafter modified. 37 38 The prime coat shall be applied over the full length of the project, and HMA 39 shall not be placed until the prime coat has cured for 5 days unless otherwise 40 approved by the Engineer. ri 41 bl 42 Should any holes, breaks, or irregularities develop in the roadway surface after 43 the prime coat has been applied, they shall be patched with HMA, as described p 44 in Section 5-04.3(5)A, in advance of placing the HMA. The Contractor shall CI 45 maintain the completed prime coat by blading or brooming with equipment and 46 procedures approved by the Engineer, until the HMA pavement is placed. FT 47 48 After the maintenance, patching or repair work has been completed and 49 immediately prior to placing the HMA, the surface of the prime coat shall be 50 swept clean of all dirt, dust, or other foreign matter. L 5 of 27 I 1 2 When the prime coat application is not specified in the Special Provisions or 3 shown in the Plans, the Contractor shall prepare the untreated roadway as 4 described above and shall omit the prime coat treatment. The HMA shall be 5 constructed on the prepared subgrade. 6 1 7 In areas used as turnouts or which will receive heavy service, the Engineer 8 may order a change in the grade to provide a greater depth of pavement. 9 10 The Contractor shall prepare untreated shoulders and traffic islands by blading 11 and compacting to provide a sound base for paving and shall omit the prime 12 coat treatment. The HMA shad be constructed on the prepared subgrade. 13 14 If the Contractor protects the completed untreated surfacing materials to the 1 15 degree that the surface meets the requirements of Section 5-02.3(2)A at the 16 time of construction of the prime coat or the construction of the pavement if the L. 17 prime coat is not required, the Contractor will not be required to perform the - 18 work specified in Section 5-02.3(2)A but shall be compensated for the item of F„ 19 work preparation of untreated roadway. 20 21 5-04.3(5)C Crack Sealing 22 When the proposal includes a pay item for crack sealing, all cracks and joints 23 1/4-inch and greater in width shall be cleaned with a stiff-bristled broom and 24 compressed air and then shall be filled completely with sand slurry. 25 26 The sand slurry shall consist of approximately 20 percent CSS-1 emulsified 27 asphalt, approximately 2 percent Portland cement, water (if required), and the 28 remainder clean U.S. No. 4-0 paving sand. The components shall be 29 thoroughly mixed and then poured into the cracks and joints until full. The 30 following day, any cracks or joints that are not completely filled shall be topped 31 off with additional sand slurry. After the sand slurry is placed, the filler shall be 7 32 struck off flush with the existing pavement surface and allowed to cure. The Li 33 HMA overlay shall not be placed until the slurry has fully cured. The 34 requirements of 1-06 will not apply to the Portland cement and paving sand fl 35 used in the Sand Slurry. 36 37 5-04.3(5)D Soil Residual Herbicide 38 Where shown in the Plans, the Contractor shall apply one application of an 4a 39 approved soil residual herbicide. Paving shall begin within 24 hours after 40 application of the herbicide. Any area that has not been paved within the time 41 limit or that has been rained on, shall be treated again at the Contractor's 42 expense. The herbicide shall be applied uniformly in accordance with the 43 manufacturer's recommendations. 7 44 li 45 The material to be used shall be registered with the Washington State 46 Department of Agriculture for use under pavement. Before use, the Contractor in 47 shall receive approval of the material to be used and the proposed rate of tut 48 application, from the Engineer. The following information shall be included in 49 the request for approval of the material: Brand name of the material, U 6 of 27 ii , J 71 1 manufacturer, Environmental Protection Agency (EPA) registration number, 2 material safety data sheet, and proposed rate of application. 3 4 5-04.3(5)E Pavement Repair 5 The Contractor shall excavate pavement repair areas and shall backfill these 6 with HMA in accordance with the details shown in the Plans and as staked. 7 7 J 8 The actual excavation depth may vary to a maximum depth of 1-foot maximum, 9 depending upon where stable foundation material is encountered, as n 10 determined by the Engineer. J 11 12 The minimum width of any pavement repair area shall be 3 feet unless shown 13 otherwise in the Plans. All pavement repair areas shall be sawcut before 14 removal, or shall be removed by a pavement grinder approved by the Engineer. 15 16 Asphalt for tack coat shall be required as specified in Section 5-04.3(5)A, and 17 shall be applied to all edges of existing pavement in the pavement repair area. 18 19 The Contractor shall excavate only within one lane at a time. The areas shall rf 20 be excavated, backfilled, and compacted within the same day's working shift, in ` 21 accordance with the details shown in the Plans and to the satisfaction of the 22 Engineer. 7 23 Li 24 Excavated materials will become the property of the Contractor for disposal off ,. 25 the right of way. • _ 26 LJ 27 The Contractor shall conduct the excavation operations in a manner that will 28 protect the pavement areas not designated to be removed. Pavement not 29 designated to be removed that is damaged as a result of the Contractor's 'u 30 operations shall be repaired by the Contractor to the satisfaction of the 31 Engineer at no cost to the Contracting Agency. fl 32 33 Placement of the HMA backfill shall be accomplished in lifts. Each lift shall not 34 exceed 0.35 foot compacted depth. Compaction shall be accomplished by 35 36 mechanical tamper or a roller as approved by the Engineer. 37 HMA for pavement repair shall be HMA Class A, B, E, or F at the Contractor's 38 option, unless otherwise specified in the contract. 39 40 5-04.3(6) Heating of Asphalt Binder 41 The temperature of the asphalt binder shall not exceed the maximum 42 recommended by the asphalt binder manufacturer. The asphalt binder shall be 43 heated in a manner that will avoid local variations in heating. The heating 44 method shall provide a continuous supply of asphalt binder to the mixer at a Li 45 uniform average temperature with no individual variations exceeding 25°F. 46 47 5-04.3(7) Preparation of Aggregates 48 The aggregates shall be stockpiled according to the requirements of Section 3- 0 2. Sufficient storage space shall be provided for each size of aggregate. The 50 aggregates shall be removed from stockpile(s) in a manner to ensure a L; 7 of 27 I 1 minimum of segregation when being moved to the HMA plant for processing I 2 into the final mixture. Different aggregate sizes shall be kept separated until 3 they have been delivered to the HMA plant. 4 5 5-04.3(7)A Mix Design 6 The Contractor shall obtain representative samples from mineral aggregate 7 stockpiles, and blend sand sources to be used for HMA production and submit I 8 them for development of a mix design. Sample submittal shall include asphalt 9 binder grade and sources, production mix gradation and combining ratios of 10 mineral aggregate stockpiles and blend sand that will be used in production. 11 This will be the basis for the mix design and job mix formula. The Contractor 12 shall allow 20 calendar days for this approval and design once the r 13 aforementioned information and material has been received. Additional time 14 may be required if the proportions will not make an adequate design as 15 determined by the Engineer, or if the Contractor requests more than one f- 16 asphalt binder source approval. The Contractor is also advised that production 17 of the HMA shall not commence until the job mix formula has been established. 18 Adjustments to the job mix formula may be made per Basis of Acceptance. in 19 1 Ld 20 The Contractor shall obtain the 's En ineer g' approvalprior to changing the 21 source of asphalt binder during the production of HMA. Blending of different 22 asphalt binder grades sources will not be permitted. 23 24 5-04.3(8) Mixing 25 After the required amounts of mineral materials and asphalt binder have been 26 introduced into the mixer the HMA shall be mixed until a complete and uniform 27 coating of the particles and a thorough distribution of the asphalt binder 28 throughout the mineral materials is ensured. 29 30 When discharged, the temperature of the HMA shall not exceed the maximum 31 temperature recommended by the asphalt binder manufacturer. A maximum C 32 water content of 2 percent in the mix, at discharge, will be allowed providing the 33 water causes no problems with handling, stripping, or flushing. If the water in 34 the HMA causes any of these problems, the moisture content shall be reduced i"l 35 as directed by the Project Engineer. 1�,j 36 37 Storing or holding of the HMA in approved storage facilities will be permitted r' 38 during the daily operation but in no event shall the HMA be held for more than II 39 24 hours. HMA held for more than 24 hours after mixing shall be rejected. 40 Rejected HMA shall be disposed of by the Contractor at no expense to the 41 Contracting Agency. The storage facility shall have an accessible device 42 located at the top of the cone or about the third point. The device shall indicate 43 the amount of material in storage. No HMA shall be accepted from the storage 44 facility when the HMA in storage is below the top of the cone of the storage 45 facility, except as the storage facility is being emptied at the end of the working 46 shift. 47 48 5-04.3(8)A Acceptance Sampling and Testing-HMA Mixture 49 1. General. Acceptance of HMA shall be as provided under statistical 50 evaluation, nonstatistical evaluation or commercial evaluation. 8 of 27 1 Determination of statistical evaluation, nonstatistical evaluation or i__I 2 commercial evaluation shall be based on proposal quantities and shall 3 consider the total of all bid items involving HMA of a specific class. f— 4 L I 5 Dense graded mixes (HMA Classes A, B, E, F, and G) will be evaluated for 6 quality of gradation and asphalt binder content. n 7 In 8 Open graded mixes (HMA pavement Class D) will be evaluated for quality 9 of gradation only, based on samples taken from the cold feed. 10 11 Nonstatistical Evaluation will be used for HMA. 12 13 Statistical Evaluation procedures will apply only to contracts that specify 14 statistical evaluation in the contract Special Provisions. 15 16 Statistical Evaluation will be administered under the provisions of 17 Section 5-04.5(1) for Quality Assurance Price Adjustments and evaluation r 18 of quality. 20 20 Commercial Evaluation will be used for Commercial HMA and for other 21 classes of HMA in the following applications: sidewalks, road approaches, 22 ditches, slopes, paths, trails, gores and other nonstructural applications as 7 23 approved by the Project Engineer. The contractor shall select a class of 24 HMA appropriate for the required use. The Project Engineer will determine 25 anti-strip requirements for the HMA. Sampling and testing of HMA 26 accepted by commercial evaluation will be at the option of the Project 27 Engineer. The proposal quantity of HMA that is accepted by commercial 28 evaluation will be excluded from the quantities used in the determination of h 29 statistical and nonstatistical evaluation. J 30 31 2 Aggregates. -1 32 A. General Requirements. Aggregates for HMA shall be manufactured 33 from ledge rock, talus, or gravel in accordance with Section 3-01. The 34 material from which they are made shall meet the following test 7 35 requirements: iitel 36 37 Los Angeles Wear, 500 Revs 30% max 38 Degradation Factor, Wearing Course 30 min 39 Degradation Factor, Other Courses 20 min 40 41 It shall be uniform in quality, substantially free from wood, roots, bark, 42 extraneous materials, and adherent coatings. The presence of a thin, 43 firmly adhering film of weathered rock will not be considered as 44 coating unless it exists on more than 50% of the surface area of any 45 size between consecutive laboratory sieves. 46 47 Aggregate removed from deposits contaminated with various types of FT 48 wood waste shall be washed, processed, selected or otherwise - 49 treated to remove sufficient wood waste so that oven—dried material • P . LI 9 of 27 1 retained on a U.S. No. 4 sieve shall not contain more than 0.1% by 2 weight of material with a specific gravity less than 1.0. 3 4 B. Test Requirements. Aggregate for HMA shall meet the following test 5 requirements: 6 Class of HMA 7 ABDE F G 8 Fracture, by weight (See Note) 1 2 3 4 4 2 9 Sand Equivalent Min. 45 45 --- 45 35 45 10 11 1The fracture requirements are at least one fractured face on 90 12 percent of the material retained on each specification sieve sizer 13 U.S. No. 10 and above, if that sieve retains more than 5 percent 14 of the total sample. 15 n 16 2The fracture requirements are at least one fractured face on 75 17 percent of the material retained on each specification sieve size 18 U.S. No. 10 and above, if that sieve retains more than 5 percent i 1 19 of the total sample. Li 20 11 21 3The fracture requirements are at least two fractured faces on 75 22 percent and at least one fractured face on 90 percent of the 23 material retained on each specification sieve, U.S. No. 8 and 24 above, if that sieve retains more than 5 percent of the total 25 sample. 26 27 4The fracture requirements are at least one fractured face on 50 28 percent of the material retained on each specification sieve size 29 U.S. No. 10 and above, if that sieve retains more than 5 percent 30 of the total sample. r' 31 it. 32 When material is being produced and stockpiled for use on a specific 33 contract or for a future contract, the fracture and sand equivalent r 34 requirements shall apply at the time of stockpiling. When material is 4,,, 35 used from a stockpile that has not been tested as provided above, the 36 requirements for fracture and sand equivalents shall apply at the time 37 of its introduction to the cold feed of the mixing plant. 38 39 The properties of the aggregate in a preliminary mix design for HMA 40 shall be such that, when it is combined within the limits set forth in 41 Proportions of Materials and mixed in the laboratory with the 42 designated grade of asphalt binder, HMA mixtures with the following 43 test values can be produced: 44 45 Class of HMA 46 A B D E F G 47 Stabilometer Value Min. 37 35 --- 35 35 35 48 Cohesiometer Value Min.100 100 --- 100 50 100 ` 49 Percent Air Voids 2-4.5 2-4.5 --- 2-4.5 2-4.5 2-4.5 10of27 7 7 1 Modified Lottman 2 Stripping Test Pass Pass Pass Pass Pass Pass 3 7 4 C. Gradation. The materials of which HMA is composed shall be of such 5 sizes, gradings, and quantities that, when proportioned and mixed 6 together, they will produce a well graded mixture within the 7 requirements listed in the table which follows. 8 9 The percentages of aggregate refers to completed dry mix, and I 10 includes mineral filler when used. 11 12 Grading Requirements r 13 Class A Class D Class E Class F Class G Li 14 Sieve Size and B Percent Passing 15 114 square --- --- 100 --- --- PI 16 1 square --- --- 90-100 --- --- 17 34 square 100 --- --- 100 --- 18 58 square --- --- 67-86 --- --- 19 12 square 90 100 100 60-80 80-100 100 20 38 square 75 90 97-100 --- --- 97-100 21 U.S. No. 4 46-66 30-50 34-56 38-70 50-78 r j 22 U.S. No. 8 --- 5-15 'Li 23 U.S. No. 10 30-42 --- 25-40 30-50 32-53 24 U.S. No. 40 11-24 --- 10-23 --- 11-24 L.. 25 U.S. No. 200 3.0-7.0 2.0-5.0 2.0-9.0 2.0-8.0 3.0-7.0 26 27 5-04.(8)B Basis of Acceptance rl 28 1. HMA will be accepted based on its conformance to the project job mix L, 29 formula (JMF). For the determination of a project JMF, the Contractor shall 30 submit to the Engineer, representative samples of the various aggregates r] 31 and blend sand to be used along with the gradation data showing the 32 various aggregate stockpile averages and the proposed combining ratios 33 and the average gradation of the completed mix. Based on this submittal 34 from the Contractor, the Engineer will determine the asphalt binder 35 content, anti-strip requirement, and ignition furnace correction factor in the 36 mix design process. Using the representative samples submitted and 37 proposed proportion of each, trial mix tests will be run to determine the 38 percentage of asphalt binder, by weight, to be added. The JMF thus 39 established shall be changed only upon order of the Engineer. 40 41 The intermingling of HMA mixtures produced from more than one JMF is 42 prohibited. Each strip of HMA pavement placed during a working shift shall 43 conform to a single job mix formula established for the class of HMA 44 specified unless there is a need to make an adjustment in the JMF. 45 46 No HMA shall be produced for use on the project until the amount of 47 asphalt binder and anti-strip additive to be added has been established. • 48 49 2. Job Mix Formula— Statistical Acceptance E11 of 27 I 1 The average gradation of the completed HMA mix submitted by the . 1 2 Contractor in the mix design proposal, as required in Gradation and the 3 resulting Mix Design Recommendations, shall be the JMF. Any change or 4 adjustment of percentages in any constituent of the JMF creates a new 5 JMF. 6 7 3. Job Mix Formula Tolerances and Adjustments 8 9 A. Tolerances — Statistical Acceptance. After the JMF is determined, the 10 several constituents of the mixture at the time of acceptance shall 11 conform to the following tolerances: 12 13 Constituent of Mixture Tolerance Limits 14 The tolerance limit for each 15 mix constituent shall not 16 exceed the broad band rl 17 specification limits specified 18 in 5-04.3(8)C except 19 the tolerance limits for sieves 20 designated as 100% passing j 21 will be 99-100. 22 Aggregate passing 1", 3/4", Broad band specification 23 5/8", 1/2", and 3/8" sieves limits Section 5-04.3(8)C 24 Proportions of Materials 25 Aggregate passing No. 4 sieve ± 6% 26 Aggregate passing No. 10 sieve ± 5% 27 Aggregate passing No. 40 sieve ± 4% 28 Aggregate passing No. 200 sieve ± 2.0% 29 Asphalt cement ± 0.5% 30 31 For open graded mix: Tolerance limits shall be for aggregate gradation 32 only and shall be as specified in Proportions of Materials. 33 34 B. Tolerances — Nonstatistical Acceptance. After the JMF is determined, 35 the constituents of the mixture at the time of acceptance shall conform 36 to the range of the proportion specified in the broad band 37 specifications in for gradation and the design mix asphalt binder 38 content plus or minus 0.7 percent. 39 40 C. Adjustments 41 42 1. Aggregates. Upon written request from the Contractor, the Project 43 Engineer may approve field adjustments to the JMF including the 44 Contractor's proposed combining ratios for mineral aggregate 45 stockpiles and blend sand. The maximum allowed gradation 46 change shall be 2 percent for the aggregate retained on the 47 No. 10 sieve and above, 1 percent for the aggregate passing the 48 No. 10 and No. 40 sieves, and 0.5 percent for the aggregate 49 passing the No. 200 sieve. Blend sand may be changed a . . 50 maximum of 5 percent. The above adjustments and/or any further 12 of 27 0 7 "j 1 adjustments as ordered by the Engineer will be considered as a • j . 2 new JMF. Adjustments beyond these limits will require 3 development of a new JMF. The adjusted JMF plus or minus the 7 4 allowed tolerances shall be within the range of the broad band 5 specifications. 6 _1 7 2. Asphalt Binder Content. The Project Engineer may order 8 or approve the Contractor's request to change asphalt 9 binder content a maximum of 0.3 percent from the - -1 10 approved JMF. No field adjustments of the JMF relative 11 to the asphalt binder content exceeding 0.3 percent from 12 the initial JMF will be made without the approval of the rF 13 Materials Engineer. 14 15 D. Commercial HMA Acceptance. The contractor shall submit a 16 certification that the mix design submitted meets the requirements of L 17 Proportions of Materials. Verification of the mix design by the - 18 Contracting Agency is not required. The Project Engineer will 19 determine anti-strip requirements for the HMA. E 20 21 4. Hot Mix Asphalt Mixture 22 7 23 A. Sampling iA 24 25 1. A sample will not be obtained from either the first or last 25 tons r `- 26 of mix produced in each production shift. 'A 27 28 2. Samples for compliance of gradation and asphalt binder content n 29 will be obtained on a random basis from the hauling vehicle. The iH 30 Contractor shall provide adequate platforms to enable samples to 31 be obtained in accordance with WAQTC FOP for AASHTO T 168. p 32 The platforms shall allow the sample to be taken without the L 33 Engineer entering the hauling vehicle. 34 35 B. Definition of Sampling Lot and Sublot. For the purpose of acceptance 36 sampling and testing, a lot is defined as the total quantity of material 37 or work produced for each job mix formula (JMF), placed and 38 represented by randomly selected samples tested for acceptance. All 39 of the test results obtained from the acceptance samples shall be 40 evaluated collectively and shall constitute a lot. Only one lot per JMF 41 will be expected to occur. The JMF (Job Mix Formula) is defined in 42 Basis of Acceptance. 43 44 The Contractor may request a change in the JMF. If the request is 45 approved, all of the material produced up to the time of the change will 46 be evaluated on the basis of available tests and a new lot will begin. 47 The quantity represented by each sample will constitute a sublot. 48 Sampling and testing for statistical evaluation shall be performed on a 49 random basis at the frequency of one sample per sublot, with a 50 minimum of five sublots per class of HMA. Sublot size shall be 13 of 27 I 1 determined to the nearest 100 tons to provide not less than five 2 uniform sized sublots, based on proposal quantities, with a maximum 3 sublot size of 800 tons. 4 5 Sampling and testing for nonstatistical evaluation shall be performed 6 on a random basis at a minimum frequency of one sample for each I 7 sublot of 400 tons or each day's production, whichever is least. When 8 proposal quantities exceed 1 ,200 tons for a class of HMA under 9 nonstatistical evaluation, sublot size shall be determined to the 10 nearest 100 tons to provide not less than three uniform sized sublots, 11 based on proposal quantities, with a maximum sublot size of 800 tons. 12 13 C. Test Results. The Engineer will furnish the Contractor with a copy of L 14 the results of all acceptance testing performed in the field at the 15 beginning of the next paving shift. The Engineer will also provide the r 16 Composite Pay Factor (CPF) of the completed sublots after three 17 sublots have been produced. The CPF will be provided by the 18 midpoint of the next paving shift after sampling. r 19 20 Individual acceptance sample test results (gradation and asphaltit- 21 binder content) may be challenged by the Contractor. A written 22 challenge of the test results by the Contractor shall be received by the 23 Project Engineer within five working days after receipt of the specific 24 test results. A split of the original acceptance sample shall be sent, for a 25 testing, to the Region Materials Lab or to State Materials Lab as 26 determined by the Engineer. The challenged sample will not be tested 27 with the same equipment or by the same tester that ran the original 28 acceptance sample. The challenge sample will be tested for a 29 complete gradation analysis and asphalt binder content. 30 31 The results of the challenge sample will be compared to the original 32 results of the acceptance sample test and evaluated according to the r„ 33 following criteria: 34 n 35 Deviation 36 No. 4 sieve and larger ±4 percent 37 No. 6 sieve to No. 80 sieve ±2 percent 38 No. 100 and No. 200 sieve ±0.4 percent 39 Asphalt binder % ±0.3 percent 40 41 If the deviation of the challenge sample is within each parameter J 42 established, the acceptance sample will be used to determine to 43 composite pay factor and the cost of testing will be deducted from any 44 monies due or that may come due the Contractor under the contract, 45 at the rate of $250 per test. 46 47 If the deviation of the challenge sample is outside of any one 48 parameter established, the challenge sample will be used to 49 determine the composite pay factor and the cost of testing will be the 50 Contracting Agency's responsibility. 14 of 27 a 7 f ) 1 ;. ' 2 D. Test Methods. Acceptance testing for compliance of asphalt binder 3 content will be WSDOT FOP for AASHTO Test Method T 308. In 4 j 5 Acceptance testing for compliance of gradation will be WAQTC FOP 6 for AASHTO T 27&T11. 7 H 8 E. Reject Mixture 9 7 10 1. Rejection by Contractor. The Contractor may, prior to sampling, L.; 11 elect to remove any defective material and replace it with new 12 material at no expense to the Contracting Agency. Any such new 13 material will be sampled, tested, and evaluated for acceptance. 14 15 2. Rejection Without Testing. The Engineer may, without sampling, 16 reject anybatch, load, or section of roadwaythat appears ril Lai PP 17 defective in gradation or asphalt binder content. Material rejected 18 before placement shall not be incorporated into the pavement. • 19 Any rejected section of roadway shall be removed. 20 21 No payment will be made for the rejected materials or the removal 22 of the materials unless the Contractor requests that the rejected I `l 23 material be tested. If the contractor elects to have the rejected J 24 material tested, a minimum of three representative samples will 25 be obtained and tested. Acceptance of rejected material will be 26 based on conformance with the statistical acceptance 'L__, 27 specification. If the CPF for the rejected material is less than 0.75, 28 no payment will be made for the rejected material, and in addition, 7 29 the cost of sampling and testing shall be borne by the Contractor. L j 30 However, if the CPF is greater than or equal to 0.75, the cost of 31 sampling and testing will be borne by the Contracting Agency and 1 r- 32 the HMA will be compensated at a CPF of 0.75. If rejection occurs 'L 33 after placement and the CPF is greater than 0.75, compensation 34 for the rejected HMA will be at the calculated CPF with an 35 addition of 25 percent of the unit contract price added for 36 placement and removal costs. 37 38 3. A Partial Sublot. In addition to the preceding random acceptance 39 sampling and testing, the Engineer may also isolate from a 40 normal sublot any material that is suspected of being defective in 41 gradation or asphalt binder content. Such isolated material will not 42 include an original sample location. A minimum of three random 43 samples of the suspect material will be obtained and tested. The I 44 material will then be evaluated for price adjustment in accordance 45 with the statistical evaluation section. This material will be 46 considered a separate lot. 47 48 4. An Entire Sublot. If an entire sublot is rejected in accordance with 49 Section 1-06.2, four additional random samples from this sublot .: 50 will be obtained and the sublot evaluated as an independent lot 15 of 27 I 1 with the original test result included as a fifth test with the new I 2 independent lot instead of with the original lot. 3 4 5. A Lot in Progress. The Contractor shall shut down operations and 5 shall not resume HMA placement until such time as the Project 6 Engineer is satisfied that specification material can be produced: 7 8 a. When the Composite Pay Factor (CPF) of a lot in g progress drops below 1.00 and the Contractor is taking 10 no corrective action, or 11 b. When the Pay Factor (PF) for any constituent of a lot in 12 progress drops below 0.95 and the Contractor is taking 13 no corrective action, or 14 c. When either the PFi for any constituent or the CPF of a 15 lot in progress is less than 0.75. ri 16 Li 17 6. An Entire Lot. An entire lot with a CPF of less than 0.75 will be - 18 rejected. The designated percentage reduction as defined in 19 Section 1-06.2(2)B under Financial Incentive Paragraph 1 , Item 3, L ii 20 shall be 25 percent. 21 22 5-04.3(9) Spreading and Finishing 23 The HMA shall be laid upon an approved surface, spread, and struck off to the 24 grade and elevation established. HMA pavers complying with Section 5-04.3(3) 25 shall be used to distribute the HMA mixture. Unless otherwise directed by the 26 Engineer or specified in the Plans or in the Special Provisions, the nominal 27 compacted depth of any layer of any course shall not exceed the following 28 depths: r 29 30 HMA Class E 0.35 foot 31 HMA Class A and B 0.35 foot f' 32 when used for Base Course b 33 HMA Class A, B, and F 0.25 foot 34 HMA Class G 0.10 foot r' 35 HMA Class D 0.08 foot L 36 37 On areas where irregularities or unavoidable obstacles make the use of Ir" 38 mechanical spreading and finishing equipment impractical, the paving may be yi 39 done with other equipment or by hand. 40 41 When more than one JMF is being utilized to produce HMA, the material 42 produced for each JMF, shall be placed by separate spreading and compacting 43 equipment. 44 45 5-04.3(10) Compaction 46 47 5-04.3(10)A General 48 Immediately after the HMA mixture has been spread, struck off, and surface 49 irregularities adjusted, it shall be thoroughly and uniformly compacted. The 50 completed course shall be free from ridges, ruts, humps, depressions, 16 of 27 1 objectionable marks, or irregularities and in conformance with the line, grade, 2 and cross-section shown in the Plans or as established by the Engineer. If 3 necessary, the mix design may be altered to achieve desired results. 4 5 Compaction shall take place when the HMA is in the proper condition so that no 6 undue displacement, cracking, or shoving occurs. All compaction units shall be 7 7 operated at the speed, within specification limits, that will produce the required L _ 8 compaction. Areas inaccessible to large compaction equipment shall be 9 compacted by mechanical or hand tampers. Any HMA that becomes loose, 7 10 broken, contaminated, shows an excess or deficiency of asphalt binder, or is in Li 11 any way defective, shall be removed and replaced at no additional cost with 12 fresh HMA which shall be immediately compacted to conform with the 13 surrounding area. Li 14 15 The type of rollers to be used and their relative position in the compaction 16 sequence shall generally be the Contractor's option, provided specification LI 17 densities are attained. An exception shall be that the pneumatic tired roller shall 18 be used between October 1 and April 1 . Coverage's with a vibratory or steel 19 wheel roller may precede pneumatic tired rolling. When HMA Class D is being 7 20 constructed, the use of pneumatic rollers will not be required. Li 21 22 Vibratory rollers shall not be operated in the vibratory mode when the internal in 23 temperature of the HMA is less than 175°F without permission of the Engineer. I i 24 In no case shall a vibratory roller be operated in a vibratory mode when 25 checking or cracking of the mat occurs at a greater temperature. Vibratory n, 26 rollers in the vibratory mode are also prohibited on bridge decks. I Li 27 28 5-04.3(10)B Control pi 29 HMA Classes A, B, E, and F used in traffic lanes, including lanes for ramps, L i 30 truck climbing, weaving, and speed change, and having a specified compacted 31 course thickness greater than 0.10 foot, shall be compacted to a specified level 7 32 of relative density. The specified level of relative density shall be a Composite L 33 Pay Factor (CPF) of not less than .75 when evaluated in accordance with 34 Section 1-06.2(1), using a minimum of 91.0 percent of the reference maximum 35 density as determined by WSDOT FOP for AASHTO T 209. The reference ., 36 maximum density shall be determined as the moving average of the most 37 recent five determinations for the lot of HMA being placed. The specified level r- 38 of density attained will be determined by the statistical evaluation of five nuclear kiAl 39 density gauge tests taken in accordance with WAQTC FOP TM 8 and 40 WSDOT SOP T 729 on the day the HMA is placed (after completion of the r- 41 finish rolling) at locations determined by the stratified random sampling L, 42 procedure conforming to WSDOT Test Method 716 within each density lot. The 43 quantity represented by each density lot will be no greater than a single day's 44 production or 400 tons, whichever is less. The final lot for each day of paving 45 may be increased to 600 tons. 46 47 The Engineer will furnish the Contractor with a copy of the results of all 48 acceptance testing performed within one working day. Acceptance of pavement 49 compaction will be based on the statistical evaluation and CPF so determined. 50 Lai 17 of 27 E 1 For compaction lots falling below a 1 .00 pay factor and thus subject to price 2 reduction or rejection, cores may be used as an alternate to the nuclear density 3 gauge tests. When cores are taken by the Contracting Agency at the request of 4 the Contractor, they shall be requested by noon of the next workday after 5 paving. The cost for the coring expenses when the core results indicate the 6 specified level of relative density within a lot has not been achieved, will be 7 deducted from any monies due or that may become due the Contractor under 8 the contract at the rate of $125 per core. 9 10 At the start of paving, the Contractor must demonstrate to the Engineer that the 11 HMA is compactable by constructing compaction test section(s). Test section(s) 12 shall be constructed using the compaction train and a variety of rolling patterns 13 that the Contractor expects to use in the paving operation. A test section will be 14 considered to have established compatibility, based on the results of three 15 density determinations, when the average of the three tests exceeds fl 16 92 percent of Rice or when all three tests individually exceed 91 percent of Li 17 Rice. This will require consideration of the presence of a correlation factor for . 18 the nuclear gauge and may require final resolution after the factor for the gauge 19 is known. A minimum 1.00 compaction pay factor shall be used until a gauge 20 correlation factor is known, and until the HMA is considered compactable. 21 When construction of the test section(s) has demonstrated that the HMA is not 22 compactable, paving must stop. To resume paving, all factors contributing to 23 compaction shall be analyzed and Engineer approved changes made, which 24 may require a new mix design. When paving is resumed, the Contractor must 25 again, as previously defined, demonstrate that the HMA is compactable. If the 26 Contractor does not construct test section(s), the HMA is considered 27 compactable and all HMA placed will be evaluated according to Section 5- a 28 04.3(10)B. 29 30 HMA Class A, B, E, F, and G constructed under conditions other than listed 31 above shall be compacted on the basis of a test point evaluation of the 32 compaction train. The test point evaluation shall be performed in accordance 33 with instructions from the Engineer. The number of passes with an approved 34 compaction train, required to attain the maximum test point density, shall be r} 35 used on all subsequent paving. .� 36 37 HMA Class D and preleveling HMA shall be compacted to the satisfaction of 38 the Engineer. 39 40 In addition to the randomly selected locations for tests of the density, the 41 Engineer may also isolate from a normal lot any area that is suspected of being 42 defective in relative density. Such isolated material will not include an original 43 sample location. A minimum of 5 randomly located density tests will be taken. 44 The isolated area will then be evaluated for price adjustment in accordance 45 with the statistical evaluation section, considering it as a separate lot. 46 47 5-04.3(11) Joints 48 The Contractor shall conduct operations such that the placing of the top or 49 wearing course is a continuous operation or as close to continuous as possible. 50 Unscheduled transverse joints will be allowed and the roller may pass over the 18 of 27 1 j : 1 unprotected end of the freshly laid HMA only when the placement of the course J 2 must be discontinued for such a length of time that the HMA will cool below 3 compaction temperature. When the work is resumed, the previously 7 4 compacted HMA shall be cut back to produce a slightly beveled edge for the 5 full thickness of the course. 6 --1 7 Where a scheduled transverse joint or when an unscheduled joint that must be 8 left in place after a workshift is being made in the wearing course, strips of 9 heavy wrapping paper shall be used. The wrapping paper shall be removed rn 10 and the joint trimmed to a slightly beveled edge for the full thickness of the J 11 course prior to resumption of paving. When the transverse joint will be open to 12 traffic a temporary wedge of HMA shall be constructed 50H:1 V or flatter. E 13 14 The material that is cut away shall be wasted and new HMA shall be laid 15 against the fresh cut. Rollers or tamping irons shall be used to seal the joint. 16 Fe 17 The longitudinal joint in any one course shall be offset from the course 18 immediately below by not more than 6 inches nor less than 2 inches. All 19 longitudinal joints constructed in the wearing course shall be located at a lane 20 line or an edge line of the traveled way. Except, on one-lane ramps a 21 longitudinal joint may be constructed at the center of the traffic lane, subject to 22 approval by the Project Engineer, if: r1 23 u 24 1 . The ramp must remain open to traffic, or 25 2. The ramp is closed to traffic and a hot-lap joint is constructed. J - 26 'L, 27 If a hot-lap joint is allowed, two paving machines shall be used; a minimum 28 compacted density in accordance with Section 5-04.3(10)B shall be achieved ir 1 29 throughout the traffic lane; and construction equipment other than rollers shall Li 30 not operate on any uncompacted HMA. 31 ni 32 When HMA is placed adjacent to cement concrete pavement, the Contractor J 33 shall construct longitudinal joints between the HMA and the cement concrete 34 pavement. The joint shall be sawed to the dimensions shown on Standard 35 Plan A-1 and filled with joint sealant meeting the requirements of Section 9- 36 04,2. ® 37 38 5-04.3(12) Vacant 39 40 5-04.3(13) Surface Smoothness r 41 The completed surface of all courses shall be of uniform texture, smooth, 42 uniform as to crown and grade, and free from defects of all kinds. The 43 completed surface of the wearing course shall not vary more than [1/8 inch 44 from the lower edge of a 10-foot straightedge placed on the surface parallel to 45 the centerline. The transverse slope of the completed surface of the wearing 46 course shall vary not more than '/4 inch in 10 feet from the rate of transverse 47 slope shown in the Plans. 48 ) j 19 of 27 I 1 When deviations in excess of the above tolerances are found that result from a 2 high place in the HMA, the pavement surface shall be corrected by one of the 3 following methods: 4 5 1. Removal of material from high places by grinding with an approved 6 grinding machine, or 7 2. Removal and replacement of the wearing course of HMA, or 8 3. By other method approved by the Project Engineer. 9 10 Correction of defects shall be carried out until there are no deviations anywhere 11 greater than the allowable tolerances. 12 13 Deviations in excess of the above tolerances that result from a low place in the 14 HMA and deviations resulting from a high place where corrective action, in the 15 opinion of the Project Engineer, will not produce satisfactory results will be !I 16 accepted with a price adjustment. The Project Engineer shall deduct from L 17 monies due or that may become due to the Contractor the sum of $500.00 for 18 each and every section of single traffic lane 100 feet in length in which any (r, 19 excessive deviations described above are found. 20 L, 21 When Portland cement concrete pavement is to be placed on HMA, the surface 22 tolerance of the HMA shall be such that no surface elevation lies above the 23 plan grade minus the specified plan depth of Portland cement concrete 24 pavement. Prior to placing the Portland cement concrete pavement, any such 25 irregularities shall be brought to the required tolerance by grinding or other 1 26 means approved by the Project Engineer. 27 28 When utility appurtenances such as manhole covers and valve boxes are 29 located in the traveled way, the roadway shall be paved before the utility LA 30 appurtenances are adjusted to the finished grade. 31 r 32 5-04.3(14) Planing Bituminous Pavement L 33 The surface of existing pavements or the top surface of subsurface courses 34 shall be planed to remove irregularities and to produce a smooth surface. r} 35 U 36 Planing shall be performed in such a manner that the underlying pavement is 37 not torn, broken, or otherwise damaged by the planing operation. The surface 38 of the underlying pavement shall be slightly grooved or roughened sufficiently 39 to ensure a bond when overlaid. 40 41 The planings shall become the property of the Contractor and shall be removed 42 from the right-of-way. The planings may be utilized as RAP, within the 43 requirements of Section 5-04.2 or 9-03.21. The Contractor shall dispose of all 44 other debris resulting from the planing operation in a Contractor-provided site 45 off the right-of-way. 46 47 For mainline planing operations, the equipment shall have automatic controls, 48 with sensors for either or both sides of the equipment. The controls shall be 49 capable of sensing the proper grade from an outside reference line, or a mat- 50 referencing device. The automatic controls shall also be capable of 20 of 27 II 7 1 maintaining the desired transverse slope. The transverse slope controller shall .-L 2 be capable of maintaining the mandrel at the desired slope (expressed as a 3 percentage) within plus or minus 0.1 percent. Fl 4 i_J 5 5-04.3(15) HMA Road Approach 6 HMA approaches shall be constructed at the locations shown in the Plans or (1� 7 where staked by the Project Engineer. The work shall be performed in Li 8 accordance with Section 5-04. 9 (l 10 5-04.3(16) Weather Limitations Li 11 HMA for wearing course shall not be placed on any traveled way between 12 October 1 of any year and April 1 of the following year without written approval ri 13 from the Project Engineer. L 14 15 Asphalt for prime coat shall not be applied when the ground temperature is 16 lower than 50°F, without written permission of the Engineer. LI 17 — 18 HMA Class D shalt not be placed when the air temperature is less than 60°F. 19 r H20 HMA shall not be placed on any wet surface, or when the average surface 21 temperatures are less than those specified in the following table, or when 22 weather conditions otherwise prevent the proper handling or finishing of the 23 HMA mixtures: Lip 24 r , 25 Surface Temperature Limitations 1 26 Compacted Thickness Sub-Surface LJ 27 (Feet) Surface Course Courses 28 Less than 0.10 55 F 55 F 29 0.10 to 0.20 45 F 35 F Li 30 0.21 to 0.35 35 F 35 F 31 More than 0.35 DNA 25 F* n 32 H 33 *Only on dry subgrade, not frozen and when air temperature is rising. 34 fP 35 5-04.3(17) Paving Under Traffic k- 36 When the roadway being paved is open to traffic, the following requirements 37 shall apply: 38 39 The Contractor shall keep on-ramps and off-ramps open to traffic at all 40 times except when paving the ramp or paving across the ramp. During 41 such time, and provided that there has been an advance warning to the 42 public, the ramp may be closed for the minimum time required to place and 43 compact the HMA. In hot weather, the Project Engineer may require the r 44 application of water to the pavement to accelerate the finish rolling of the 45 pavement and to shorten the time required before reopening to traffic. 46 r- 47 Before closing a ramp, advance warning signs shall be placed and signs ... 48 shall also be placed marking the detour or alternate route. Ramps shall • 49 not be closed on consecutive interchanges at the same time. 50 21 of 27 1 During paving operations, temporary pavement markings shall be 2 maintained throughout the project. Temporary pavement markings shall 3 be installed on the roadway prior to opening to traffic. Temporary 4 pavement markings shall be in accordance with Section 8-23. 5 6 All costs in connection with performing the work in accordance with these 7 requirements, except the cost of temporary pavement markings, shall be 8 included in the unit contract prices for the various bid items involved in the 9 contract. 10 11 5-04.3(18) Vacant 12 rig 13 5-04.3(19) Sealing of Pavement Surfaces i. 14 Where shown in the Plans, the Contractor shall apply a fog seal. Before 15 application of the fog seal all surfaces shall be thoroughly cleaned of dust, soil,16 pavement grindings, and other foreign matter. The fog seal shall be CSS-1 or f, 17 CSS-1 h uniformly applied to the pavement free of streaks and bare spots at the - 18 rate 0.03 to 0.05 residual gallons per square yard. The emulsified asphalt shall11 19 be diluted at a rate of one part water to one part emulsified asphalt unless Li , 20 otherwise directed by the Engineer. The emulsified asphalt shall be applied 21 within the temperature range specified in Section 5-02.3(3). Unless otherwise 22 approved by the Project Engineer, the fog seal shall be applied prior to opening S 23 to traffic. 24 25 5-04.3(20) Anti-Stripping Additive 26 When directed by the Engineer, an anti-stripping additive shall be added to the 27 HMA material in accordance with Section 9-02.4. 28 29 5-04.3(21) Asphalt Binder Revision 30 When the Contracting Agency provides a source of aggregate, the expected 31 percentage content of new asphalt binder in the resulting HMA will be identified �J 32 in the contract documents. 33 34 Should the actual percentage of new asphalt binder required by the job mix 35 formula for HMA produced with Agency-provided aggregate vary by more than Li 36 plus or minus 0.3 percent from the amount shown in the documents, an 37 adjustment in payment will be made. The adjustment in payment (plus or 38 minus) will be based on the invoice cost to the Contractor. No adjustment will itl 39 be made when the Contractor elects not to use a Contracting Agency-provided 40 source, or when no source is made available by the Contracting 41 Agency.(Added for PG binders] 42 43 5-04.4 Measurement 44 HMA Cl. PG or HMA for Cl. _ PG or Commercial HMA will be 45 measured by the ton in accordance with Section 1-09.2, with no deduction being 46 made for the weight of asphalt binder, blending sand, mineral filler, or any other 47 component of the HMA. 48 49 If the Contractor elects to remove and replace HMA as allowed by Section 5- 50 04.3(8)A, the material removed will not be measured. 22 of 27 P 71 Li 2 Preparation of Untreated Roadway will be measured by the mile once along the 3 centerline of the main line roadway. No additional measurement will be made for r- 4 ramps, auxiliary lanes, service roads, frontage roads, or shoulders. Measurement Li 5 will be to the nearest 0.01 mile. 6 7 No specific unit of measure will apply to the force account item of Crack Sealing. H 8 9 Soil Residual Herbicide will be measured by the mile for the stated width to the 10 nearest .01 mile or by the square yard, whichever is designated in the proposal. L�iri 11 12 Pavement Repair Excavation Incl. Haul will be measured by the square yard of 13 surface marked prior to excavation. n 14 15 Asphalt for Prime Coat will be measured by the ton in accordance with Section 1- 16 09.2. 17 18 Prime Coat Aggregate will be measured by the cubic yard, truck measure, or by the 19 ton, whichever is designated in the proposal. 7 20 u 21 Asphalt For Fog Seal will be measured by the ton, before dilution, in accordance 22 with Section 1-09.2. r1 23 Li 24 Longitudinal Joint Seals between the HMA and cement concrete pavement will be 25 measured by the linear foot along the line and slope of the completed joint seal. L, _ . 26 IL i 27 Planing Bituminous Pavement will be measured by the square yard. 28 n 29 Temporary Pavement Marking will be measured by the linear foot as provided in H 30 Section 8-23.4. 31 1 --- 32 Removing Temporary Pavement Marking will be measured by the linear foot as I 33 provided in Section 8-23.4. iLsi 34 35 Water will be measured by the M gallon as provided in Section 2-07.4. 36 37 No specific unit of measure will apply to the calculated item of Anti-Stripping 38 Additive. 39 40 No specific unit of measure will apply to the calculated item of Job Mix Compliance 1 41 Price Adjustment. 42 43 No specific unit of measure will apply to the calculated item of Compaction Price 44 Adjustment. 7 45 L 46 5-04.5 Payment 47 Payment will be made in accordance with Section 1-04.1, for each of the following 1 rni 48 bid items that are included in the proposal: 1 s... 49 50 "HMA Cl. _ PG _", per ton. i 7 23 of 27 I 1 "HMA for Approach Cl. PG ", per ton. 2 "HMA for Preleveling Cl. PG ", per ton. 3 "HMA for Pavement Repair Cl. _ PG _", per ton. 4 "Commercial HMA", per ton. 5 The unit contract price per ton for "HMA Cl. _ PG ", "HMA for Approach 6 Cl. _ PG _", "HMA for Preleveling Cl. _ PG ", "HMA for Pavement 7 Repair Cl. _ PG ", and "Commercial HMA" shall be full compensation for ' 8 all costs incurred to carry out the requirements of Section 5-04 except for those 9 costs included in other items which are included in this sub-section and which 10 are included in the proposal. 11 12 "Preparation of Untreated Roadway", per mile. 13 The unit contract price per mile for "Preparation of Untreated Roadway" shall 14 be full pay for all work described under Section 5-04.3(5)B, with the exception, 15 however, that all costs involved in patching the roadway prior to placement of 16 HMA shall be included in the unit contractpriceper ton for "HMA Cl.CI _ PG L 17 _" which was used for patching. If the proposal does not include a bid item .. 18 for "Preparation of Untreated Roadway", the roadway shall be prepared as 19 specified, but the work shall be included in the contract prices of the other items 20 of work. L 21 22 All costs for asphalt tack coat shall be included in the unit contract price per ton 23 of the HMA. 24 25 "Crack Sealing", by force account. . .' 26 "Crack Sealing" will be paid for by force account as specified in Section 1-09.6. 27 For the purpose of providing a common proposal for all bidders, the Contracting 28 Agency has entered an amount in the proposal to become a part of the total bid r 29 by the Contractor. L 30 31 "Soil Residual Herbicide ft. Wide," per mile, or 32 "Soil Residual Herbicide", per square yard. 33 The unit contract price per mile or per square yard for "Soil Residual Herbicide" 34 shall be full payment for all costs incurred to obtain, provide and install 35 herbicide in accordance with Section 5-04.3(5)D. L. 36 37 "Pavement Repair Excavation Incl. Haul", per square yard. 38 The unit contract price per square yard for "Pavement Repair Excavation Incl. 39 Haul" shall be full payment for all costs incurred to perform the work described 40 in Section 5-04.3(5)E. 41 42 "Asphalt for Prime Coat", per ton. 43 The unit contract price per ton for "Asphalt for Prime Coat" shall be full payment 44 for all costs incurred to obtain, provide and install the material in accordance 45 with Section 5-04.3(5)8. 46 47 "Prime Coat Aggregate", per cubic yard, or per ton. 48 The unit contract price per cubic yard or per ton for "Prime Coat Agg." shall be 49 full pay for furnishing, loading, and hauling aggregate to the place of deposit 50 and spreading the aggregate in the quantities required by the Engineer. n. III 24 of 27 7 UJ 7 1 "Asphalt for Fog Seal", per ton. 2 3 The unit contract price per ton for "Asphalt for Fog Seal" shall be full pay for all 7 4 costs of material, labor, tools, and equipment necessary for the application of 5 the fog seal as specified. If there is no bid item and a fog seal is required, it 6 shall be applied and the work shall be included in the unit contract prices of the 7 other work items. 8 9 "Longitudinal Joint Seal", per linear foot. 10 The unit contract price per linear foot for "Longitudinal Joint Seal" shall be full 11 payment for all costs incurred to perform the work described in Section 5- 12 04.3(11). 13 L 14 "Planing Bituminous Pavement", per square yard. 15 The unit contract price per square yard for "Planing Bituminous Pavement" 16 shall be full payment for all costs incurred to perform the work described in ,, 17 Section 5-04.3(14). - Li 18 19 "Temporary Pavement Marking", per linear foot. f20 Payment for"Temporary Pavement Marking" is described in Section 8-23.5. Li 21 22 "Removing Temporary Pavement Marking", per linear foot. r l 23 Payment for "Removing Temporary Pavement Marking" is described in Section J 24 8-23.5. 25 r ' ., 26 "Water", per M gallon. 27 Payment for"Water" is described in Section 2-07.5. 28 El 29 "Anti-Stripping Additive", by calculation. Li 30 "Anti-Stripping Additive" will be paid for in accordance with Section 1-09.6 31 except that no overhead, profit or other costs shall be allowed. Payment shall r1, 32 be made only for the invoice cost of the additive. The quantity of asphalt binder L 33 shall not be reduced by the quantity of anti-stripping additive used. For the 34 purpose of providing a common proposal for all bidders, the Contracting 35 Agency has entered an amount in the proposal to become a part of the total bid 36 by the Contractor. 37 38 "Job Mix Compliance Price Adjustment," by calculation. 39 "Job Mix Compliance Price Adjustment" will be calculated and paid for as 40 described in Section 5-04.5(1)A. 41 9-1 42 "Compaction Price Adjustment," by calculation. 43 "Compaction Price Adjustment" will be calculated and paid for as described in 44 Section 5-04.5(1)B. L1 45 46 5-04.5(1) Quality Assurance Price Adjustments 47 All HMA will be subject to price adjustments for Quality of HMA and Quality of 48 HMA Compaction based on the Acceptance Plans in effect for each class of 49 HMA within the contract. For the purpose of providing a common proposal for 7--•• 50 all bidders, the Contracting Agency has estimated a calculated amount for all Li 25 of 27 1 price adjustment items and has entered these amounts in the proposal to 2 become a part of the total bid by the Contractor. 3 4 5-04.5(1)A Price Adjustments for Quality of HMA 5 Statistical analysis of quality of gradation and asphalt binder content will be 6 determined based on Section 1-06.2 using the following price adjustment 7 factors: 8 9 Table of Price Adjustment Factors 10 Constituent Factor "1" 11 All aggregate passing 1, 3/4 , 12 5/8, 1/2, and 3/8 sieves 2 r 13 All aggregate passing No. 4 sieve 6 14 All aggregate passing No. 10 sieve 10 15 All aggregate passing No. 40 sieve 6 l 16 All aggregate passing No. 200 sieve 20 Li 17 Asphalt cement 52 - 18 p 19 Factors for Open Graded Mix L 20 Constituent Factor "f" 21 All aggregate passing 1/2 sieve 10 22 All aggregate passing 3/8 sieve 15 23 All aggregate passing No. 4 sieve 40 24 All aggregate passing No. 8 sieve 15 25 All aggregate passing No. 200 sieve 20 26 27 Note: Open graded mix shall be evaluated for gradation only. The 28 quality incentive multiplier for open-graded mix shall be 29 40 percent rather than 60. 30 tri 31 If a constituent is not measured in accordance with these ) 32 Specifications, its individual pay factor will be considered 1.00 in 33 calculating the Composite Pay Factor (CPF). 7-- 34 &, 35 1. Statistical Evaluation. For each lot of HMA produced under 36 Statistical Evaluation, a Job Mix Compliance Incentive Factor (JMCIF) 37 will be determined. The JMCIF equals the algebraic difference 38 between the CPF minus 1.00 multiplied by 60 percent. The Job Mix 39 Compliance Price Adjustment will be calculated as the product of the 40 JMCIF, the quantity of HMA in the lot in tons, and the unit contract 41 price per ton of HMA. 42 43 2. Nonstatistical Evaluation. Each lot of HMA produced under 44 Nonstatistical Evaluation and having all constituents falling within the 45 tolerance limits of the job mix formula shall be accepted at the unit 46 contract price with no further statistical evaluation. When one or more 47 constituents fall outside the job mix formula, the lot shall be evaluated 48 to determine the appropriate CPF. When less than three sublots exist, • 49 backup samples of the existing sublots or samples from the street 26 of 27 7 1 shall be tested to provide a minimum of three sets of results for 2 evaluation. 3 h 4 For each lot of HMA produced under Nonstatistical Evaluation when L 5 the calculated CPF is less than 1 .00, a Nonconforming Mix Factor 6 (NCMF) will be determined. The NCMF equals the difference between n 7 the CPF and unity with regard to sign multiplied by 60 percent. The L 8 Job Mix Compliance Price Adjustment will be calculated as the 9 product of the NCMF, the quantity of HMA in the lot in tons, and the 10 unit contract price per ton of HMA. 11 12 3. Commercial Evaluation. If sampled and tested, HMA produced 13 under Commercial Evaluation and having all constituents falling within I 14 the tolerance limits of the job mix formula shall be accepted at the unit r L 15 contract price with no further evaluation. When one or more 16 constituents fall outside tolerances, the lot shall be evaluated to f, 17 determine the appropriate CPF. The tolerance limits will be used in , 18 the calculation of the CPF and the maximum CPF shall be 1.00. 19 When less than three sublots exist, backup samples of the existing 20 sublots or samples from the street shall be tested to provide a Li 21 minimum of three sets of results for evaluation. 22 ri 23 5-04.5(1)B Price Adjustments for Quality HMA Compaction 24 For each compaction control lot, a Compaction Incentive Price Adjustment 25 Factor (CIPAF) will be determined. The CIPAF equals the difference between ' II 26 the Composite Pay Factor and unity with regard to sign multiplied by 40 27 percent. The Compaction Compliance Price Adjustment will be calculated as 28 the product of CIPAF, the quantity of HMA in the compaction control lot in tons, r 29 and the unit contract price per ton of HMA. r� Li r Li Li n LI- fl Li p27 of 27 1 SECTION 8-12, CHAIN LINK FENCE AND WIRE FENCE 2 August 2, 2004 3 8-12.3(1)A Posts . 4 The seventh paragraph is revised to read: 5 6 Pullposts shall be spaced at 1,000-foot maximum intervals for Type 1, 3, and 6 fence, 7 and at 500-foot maximum intervals for Type 4 fence. • n • 7 7 Li u • U J • E . 2004 AMENDMENTS DIVISION 8 12.AP8 AUGUST 2, 2004 Page 1 7 1 SECTION 8-20,ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 2 April 5, 2004 3 8-20.3(5) Conduit 4 The third sentence in the seventeenth paragraph is revised to read: 5 n 6 Grout shall obtain a minimum of 4000 psi compressive strength at 7 days. J 7 8 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes fl 9 This section is supplemented with the following: 10 11 Where conduit and junction boxes are placed in barrier, the Prime Contractor shall 12 coordinate the work of the Contractor constructing the barrier and the electrical 13 Contractor so that each junction box placed in the barrier is placed in correct alignment 14 with respect to the barrier, with the face of the box flush or uniformly chamfered within 1 15 Yz inch of the barrier surface. If any point on the surface of the junction box placed in 16 barrier is recessed more than 1/2 inch from the surface of the barrier, the Contractor 17 shall install a box extension meeting the Engineer's approval and grout around the n 18 extension or remove and replace the entire section of barrier. L Li 19 20 8-20.3(9) Bonding, Grounding 21 The first paragraph is revised to read: 22 23 All metallic appurtenances containing electrical conductors (luminaires, light standards, 24 cabinets, metallic conduit, non-metallic conduit, etc.) shall be made mechanically and 25 electrically secure to form a continuous systems which shall be effectively grounded. `i 26 Where metallic conduit systems are employed, the conduit system constitutes the 27 equipment grounding conductor. Where nonmetallic conduit is installed, the installation 28 shall include an equipment ground conductor, in addition to the conductors noted in the Li 29 contract. Bonding jumpers and equipment grounding conductors shall be installed in 30 accordance with Section 9-29.3. The equipment ground conductor between the FT 31 isolation switch and the sign lighter fixtures may be No. 14 AWG stranded copper 32 conductor. Where parallel circuits are enclosed in a common conduit, the equipment 33 grounding conductor shall be sized by the rating of the largest overcurrent device P 1 34 serving any circuit contained within the conduit. 35 36 8-20.3(11) Testing I: 37 The fourth paragraph is revised to read: { 38 39 When the project includes a traffic signal system, the Contractor shall conduct tests 40 noted in Section 8-20.3(14)D. The Contractor shall provide the Engineer a minimum of 41 five days advance written notice of the proposed traffic signal turn-on date and time. 42 The traffic signal turn-on procedure shall not begin until all required channelization, 43 pavement markings, illumination, signs, and sign lights are substantially complete and 44 operational unless otherwise allowed by the Engineer. The Contractor shall provide 45 traffic control to stop all traffic from entering the intersection. The Contracting Agency E 46 electronics technician will program the controller and enter the timing data, then turn 47 the traffic signal system to its flash mode to verify proper flash indications. The 48 Contracting Agency electronics technician will then conduct functional tests to 49 demonstrate that each part of the traffic signal system functions as specified. The 50 Contractor shall conduct functional tests to demonstrate that each part of the ki 2004 AMENDMENTS DIVISION 8 20.AP8 APRIL 5, 2004 Page 1 r n SECTION III TECHNICAL DRAWINGS 7 0� AN.4 co oc efs n Pier II Security Improvements Project #076-04 r rir fl SECTION IV BID FORMS 6.y. A 4 . . Oy ldxt.ln6 k.J Pier II Security Improvements `.d Project #076-04 n BID FORM Including Bidder Breakdown of Total Bid Amount; Bid Descriptions; Construction Schedule; Unit Price Information for Extra Work (Force Account); Statement of Bidder's Qualifications; and, Proposed Subcontractors. Name of Bidder: Street Address: Mailing Address: Telephone No.: Fax No. 1 n L Bidder's State License No.: Bidder's State Tax Registration No.: u Date: TO: PORT OF ANACORTES ADDRESS: First Street and Commercial Avenue P.O. Box 297 Anacortes, WA 98221-0297 PROJECT: Pier II Security Improvements Project#076-04 r-, Gentlemen: ram, Pursuant to and in compliance with your Invitation to Bid, the Information For Bidders and other documents relating thereto, the undersigned has carefully examined the Contract Documents, performance deadlines and requirements, Scope of Work and Specifications, as well as, the premises and conditions affecting the Work, thoroughly familiarized itself with the same, and hereby proposes to furnish all labor and materials and to perform all Work described in the Contract Documents in strict accordance with the Contract Documents, performance deadlines and requirements, Scope of Work and Specifications for the Total Bid Amount shown below. The undersigned acknowledges that the Port reserves the right to accept or reject any bid. The --, Contract Documents, performance deadlines, Scope of Work and Specifications, which are a part hereof,have the same force and effect as though they were attached hereto. Bidder further proposes to accept as full payment for the Work described in the Contract Documents, the Total Bid Amount shown below (as adjusted to reflect the actual quantities of unit price items, if any). The Bidder agrees that the amount represents a true measure of the labor, materials, equipment, overhead, profit, insurance and all other incidental expenses to cover Pier II Security Improvements -12- Port of Anacortes 6-1 Project P076-04 Contract Documents BID FORM(Continued] the finished Work called for in these Contract Documents. The amount is based upon the undersigned's own estimate of costs, examination of the conditions under which the Work will beperf ormed and assessment of risk. The amount shall be shown in both words and figures. In -' case of discrepancy, the amount shown in words shall govern. Bidder agrees to pay all sales and use or other taxes for the Work and/or equipment Li contemplated herein as required by law and as separately listed in the space provided in this Bid Form. LJ Bidder further acknowledges that by signing below the waiver of industrial insurance immunity in the General Conditions was made pursuant to RCW 4.24.115 and was the subject of mutual negotiation. 17 TOTAL BASE BID AMOUNT Bidder agrees to accept as full payment for the Base Bid of the Pier II Security r- Improvements, Project #076-04 as defined in the Contract Documents, based upon the undersigned's own estimate of quantities and costs, the following Total Base Bid Amount:* Dollars and Cents. (Amount written in words has precedence) Subtotal amount (in numbers) $ L H Sales Tax at 7.9% of Subtotal amount $ r Total Bid Amount* $ L *As adjusted to reflect the actual quantities of unit price items, if any. Li Li Li Pier II Security Improvements _13_ Pon of Anacortes Project 0076-04 Contract Documents BID FORM(Continued) TOTAL BID ADDITIVE AMOUNT Bidder agrees to accept as full payment for the Bid Additive of the Pier II Security Improvements, Project #076-04 as defined in the Contract Documents, based upon the undersigned's own estimate of quantities and costs, the following Total Base Bid Amount:* Dollars rn and Cents. (Amount written in words has precedence) Subtotal amount (in numbers) $ Sales Tax at 7.9% of Subtotal amount $ Total Bid Amount* n 'u *As adjusted to reflect the actual quantities of unit price items, if any. f; u rn Li Li Li U rr U Pier II Security Improvements —14— Port of Anacortes Project 4076.14 Contract Documents 1 4 7-11 1 � r C \ d shall an of the W°rk ent to the �_ D AMpUNT to the variousaafe any adlo he tegnest� z KDOWN OV tat An DI he tan`apportioned unit acra led price breakdown e°a"tl'snetic total of BtpFo nt nun e REA a ° enter wrth apporti al bid he DER S 6 e rice hre e\eted in gXD Amount is requited. on tructron any Price or p�riz Przceclmb Did Amp4 rt C daring hstantiatz stated m deuce Toher to ® Total cha g slit; sn moot s have Prece brzakd°wn of the\quyttities Mg \'Bidder .iota\ Be v,,riting shal\ Dollars ollowtng royal. Actin request,the Successful v eeu thz wtto mt siatzd . Sum The f e port's appelle pott's reQ aneY �g oral Brd Anet‘ nit ice°r vow cods meet*it'll it of°rk Ate set °f dr the preced XD er 1001111.11V4 gnfot�tior`- In eir\tiafter set forth> EB comp°nentsher TY X1VXpROv�M�N�S/$ Q iii�OIJRI LUN14`ERXX SE SUM a Item l UMP Rem o eotpon mp°tad"Vs © SUl�i N®'Mobilization E LUMP SitepreP�tC°t`trOolitioni Tz deG &Operators 4jig® ate 4 011 &geditt d Cantilever S1i .10 Automate ® Manua SwinSUate .11.1. lallir......000 . ua\pedeSman Uates SOS 10S' 'Man Charni'inkF�'crnz e 011 Sig Ta1\ panels ®01 afiLUNSSASEgtY)� Removable Fznce v `,�N1�NTS�O�AD p n emu,w„u nncoM1 s Tir-ta U U "flt I1�IpR0 �oorct° 11111.101001011.011 ® Demobtbiation pXERiI SEC Dl IN WORDS Pict it� 6`�mpcovenoe'U' r C Cl c t_ Cnntuwc� Total Si as Inatem Dollars VE #AI Luc„ Sum IMPROVEMENTS BID ADDITIVE Unit Price or words Est. 0PIER II SECURITY IM Qtv• Item Item UMP Name of Pay a L 5UM TAIL BID ADDITIVE SO No. Name TO PIER II SECURITY IMPROVEMENTS IN WORDS Date: Bidding Contractor: Authorized Representative Putt of Tnacones Contract Downx"t' 6 Pier Szcnn6'Unproven-gets k076-Oi �— RID FORM(Continued) 7 BID DESCRIPTIONS n BASE BID ITEMS Item Ml: Mobilization Mobilization shall consist of preparatory work and operations including, but not limited to those necessary for the movement of personnel, equipment and supplies to the project site; and for all other associated work and operations which must be performed or costs incurred prior to beginning work on the various items of the Project. Mobilization shall be measured lump sum. The original contract amount bid for mobilization shall not be adjusted, regardless of the fact that the Contractor may have, for any reason, shut down work on the project or moved equipment away from the project and then back again. Partial payment will be made as the work progresses as follows: When 5% of the original contract amount is earned from other bid items, 50% of the amount Fl of the bid for mobilization, or 5% of the original contract amount, whichever is lesser, will be paid. When 10% of the original contract amount is earned from other bid items, 100% of the amount bid for mobilization, or 10% of the original contract amount, will be paid. Upon completion of all work on the project, payment of any amount bid for mobilization in excess of 10% of the original contract amount will be paid. Item Cl: Site Preparation/Demolition/TESC ri Site work preparation shall include all labor, equipment, materials, tools and incidentals to prepare the site, perform demolition on existing features, and provide construction temporary erosion and sediment control during construction. H Site preparation will include clearing garbage and/or vegetation from the fence lines to be repaired and/or replaced. Site demolition shall include removal of the existing portions of fence Li and/or gate to be replaced, removing ecology blocks and returning to Port of Anacortes, according to the Plans and Specifications. The Contractor is responsible for the waste materials haul and disposal in an approved landfill, unless otherwise specified. Temporary erosion and sediment control shall include all labor, equipment, materials, tools and incidentals to control and prevent silt-laden runoff from exiting the site. Grading proposed for this project is minor, and therefore the Contractor shall minimize open soils, and if necessary Pier II Secunty Improvements _)7_ Port of Anacortes Protect#076-04 Contract Documents BID FORM(Continued) ' I L- place catch basin inlet protection or other Engineer-approved methods to prevent silt from entering storm systems. Site Preparation and Temporary Erosion and Sediment Control shall be measured lump sum. r, Payment will be full compensation for all necessary work. L r Item C2: Automated Cantilever Slide Gate & Operators Automated cantilever slide gate construction shall include all labor, equipment, materials, tools and incidentals for the automatic cantilever slide gates, operators, controller, remote transmitters, receiver, strobe sensor, and vehicular detector loops. Construction shall include communication ILJ and power trenching; power supply and communications conduit; transformer, control panel and power disconnect mounting; concrete pad for transformer and gate operators; keypad, intercom . and related wiring; and steel bollards around transformer. It shall also include all saw cutting, asphalt removal and disposal costs, trench excavation, shoring and backfill costs associated with the construction of the automated cantilever gate. Contractor shall provide construction of this L portion according to the Plans and Specifications. Automated Cantilever Slide Gate & Operators shall be measured lump sum. Payment will be full compensation for all necessary work. Item C3: Manual Swing Gate ' Manual Swing Gate construction shall include all labor, equipment, materials, tools and incidentals for the installation of the manual swing gates according to the Plans and Specifications. Manual Swing Gates shall be measured per each. Payment will be full compensation for all necessary work. r—, Item C4: Manual Pedestrian Gates Manual Pedestrian Gate construction shall include all labor, equipment, material, tools and incidentals to construct manual pedestrian gates according to the Plans and Specifications. Manual Pedestrian Gates shall be measured per each. Payment will be full compensation for all necessary work. U b Pier II Security Improvements —I$— Port of Anacortes Project#076-04 Contract Documents u 7 BID FORM{Continued), Item C5: 8-ft Chain-Link Fencing Chain-Link Fencing shall include all labor, equipment, materials, tools and incidentals to construct the chain-link fence according to the Plans and Specifications. 8-ft Chain-Link Fencing shall be measured per lineal foot. Payment will be full compensation for all necessary work. Item C6: Removable Fence Panels L , Removable Fence Panel construction shall include all labor, equipment, materials, tools and incidentals to construct removable fence panels according to the Plans and Specifications. Removable Fence Panels shall be measured per each. Payment will be full compensation for all necessary work. tJ Item C7: Lighting Lighting shall include all labor, equipment, materials, tools and incidentals for installation of the light fixture, mounting bracket, wiring and junction box installation, as indicated in the Plans and Specifications. Lighting shall be measured lump sum. Payment will be full compensation for all necessary work. Item Di: Demobilization The work under this item shall consist of all labor, materials, tools and equipment necessary for final cleanup and restoration of the area disturbed by construction activities, to a condition equal to, or better than, before construction started. The Contractor shall cleanup the Pier II project site disturbed during construction of the project. This includes removal of all construction equipment, disposal of all excess materials, disposal of all rubbish and debris, and removal of all temporary facilities and controls established due to the Contractor's activities. This item also includes completion of all submittals and required documentation including as-built drawings, certifications, affidavits, warranties, etc. as required by the Contract Documents, Owner and Engineer. Laj Final Cleanup shall be measured lump sum. Final acceptance shall constitute measurement. Payment will be full compensation for all the above-mentioned work. 7 r, Pier II Security Improvements -19- Port of Anacortcs Project e076-04 Contract Documents -- BID FORM(Continued) BID ADDITIVE ITEMS Item AI: Fence Repair Fence Repair shall include all labor, equipment, materials, tools and incidentals for installation and repair of the existing fence at the Pier II site, as indicated in the Plans and Specifications. `1 Fence Repair shall be measured lump sum. Payment will be full compensation for all necessary work. IJ Any work shown on the plans that is not specifically described in the bid description shall be L considered incidental to other items of work and shall not be specifically measured for payment. ment r LI Libsj r1 U n L1 Li u Pier II Security Improvements _20_ Port of Anacortes Project 0076-04 Contract Documents BID FORM(Continued) UNIT PRICE INFORMATION FOR EXTRA WORK (Force Account) TO HANDLE CHANGES, ALTERATIONS AND/OR ADDITIONS TO THE SCOPE OF WORK ' J Full compensation for any and all extra work will be paid for on force account basis using r1, the following rates. All force account work will have the written approval of the Contracting Agency prior to commencement of the work. Overhead and profit is included in each of the prices listed below. LJ EQUIPMENT/MATERIAL RATES EQUIP./MAT CAPACITY, ITEM DESCRIPTION OR HP SIZE RENTAL RATE STANDBY RATE L 2. 3. 5. 6. 7. 8. 9. 10. f 7 11. L_ 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. Any equipment not listed above, but required to properly perform the Work (other than small tools, which will be provided at no additional charge), will be provided by Contractor according to the following formula: (e.g., 100% of Data Quest Blue Book) Pier II Security Improvements —21— Port of Anacortes Project#076-04 Contract Documents I-- BID FORM(Continued) LABOR RATES rn GROSS GROSS CRAFT HOURLY STRAIGHT OVERTIME ITEM (all inclusive) TIME RATE RATE P"1 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. j Pier II Security Improvements _ Port of Anacortes Project#076-04 —ZZ Contract Documents fl - BID FORM(Continued) BIDDER'S DECLARATION AND UNDERSTANDING By signing below, the Bidder certifies that its personnel are experienced in, and capable of performing the Work required by the Contract Documents. Upon acceptance of this bid and within ten (10) days of the time set for the opening of bids, the Bidder agrees to execute a Contract for the above Work in the form of the Contract and attachments thereto and bound herein, and to provide a Contract Bond, Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, and Statement of Intent to Pay Prevailing Wages, as herein required. Bidder represents that it has examined all of the Contract Documents, including without limitation, the Conditions of the Contract, Specifications and Plans and hereby accepts all their terms and conditions. The Bidder is properly licensed and authorized to do business in the State of Washington. Bidder understands and agrees that the Specifications and Plans may be supplemented by additional Specifications and/or Plans and it is agreed that such supplemental Specifications and Plans, when not in conflict with those referenced above, will have the same force and effect as if completed and attached hereto and that when received they will be considered a part of the Contract Documents. Bidder will comply with all the laws and regulations of the Federal Government, State of Washington, and other units of government (including the Port's Resolutions) which are applicable to contracts or Work of this nature even though such laws and regulations may not have been quoted or referred to herein. Bidder represents that it has filled out all required forms in their entirety and accepts the sole responsibility for their accuracy and completion. Bidder further represents that it has not based its bid on any information provided by the Port other than the information provided in the Contract Documents and the information provided in the addenda, if any. Bidder agrees that the Port would be materially damaged by the Bidder's failure to execute and deliver within ten (10) days of receiving the Port's written Notice of Award, the above named Contract, Contract Bond, Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, and Statement of Intent to Pay Prevailing Wages. The Bidder also agrees that the Port's actual damages under such circumstances would be - difficult to calculate, but would in any event amount to at least five percent (5%) of the Total Bid Amount. Thus, Bidder agrees that if it defaults in executing the Contract and in furnishing the Contract Bond, Certificate of Insurance, Declaration for Option for Management of Statutory Retained Percentage, and Statement of Intent to Pay Prevailing Wages within ten (10) days of written Notice Of The Award, then the bid guaranty shall become the property of the Port (or if _ in the form of a bond, shall be paid to the Port). If, however, this bid is not accepted within thirty (30) days of the time set for the opening of bids, or if Bidder executes and delivers said Contract, Contract Bond, Certificate of Insurance, Declaration of Option for Management of . Statutory Retained Percentage, and Statement of Intent to Pay Prevailing Wages the bid guaranty shall be returned to Bidder. Pier II Security Improvements _ Port of Anacortes Project#076-04 -23- Documents LJ BID FORM(Continued) f PROJECT SCHEDULE f The Project shall be timely completed in accordance with terms of the Contract, including Article 4.02. If requested, Bidder shall create and provide the Port with a Project Schedule that satisfies the Port's requirements for the same. LIQUIDATED DAMAGES TheContract provides for Liquidated Damages as specified ecified in Article 4.02. Fri ADDENDA Receipt of Addenda Numbered is hereby acknowledged and the same are hereby incorporated by reference and included in these Contract Documents. r PREVAILING WAGE Bidder shall comply with all applicable rules and regulations regarding prevailing wages and working conditions, including RCW 39.12 et seq., any modifications or amendments thereto, and the current prevailing schedules of wages. Bidder shall furnish, and shall require each and every subcontractor performing work on the Project to furnish, with their first Applications for Payment, copies of their Statements of Intent to Pay Prevailing Wages, which have been submitted to and approved by the Washington State Department of Labor and Industries ("WSDLI") setting forth (i) their registration certificate number, (ii) the prevailing rate of wage for each classification of worker entitled to prevailing wages under RCW 39.12.020, and (iii) the estimated number of workers in each classification. Bidder shall otherwise comply with the Contract regarding prevailing wage requirements. u' Pier II Secunty Improvements _24_ Port ofAnacortes Project#076-04 Contract Documents fl BID FORM(Continued) 1"1 SURETY DISCLOSURE If Bidder is awarded a Contract on its bid, and the Contract Documents require submission of a Contract Bond, the Surety that will provide the Contract Bond is: whose address is Street L City State Zip Code The Contract Bond must be executed by a duly licensed surety company that is registered with the Washington State Insurance Commission and the surety's name shall appear in the current Authorized Insurance Company List in the State of Washington as published by the Office of the Insurance Commissioner. BIDDER INFORMATION AND SIGNATURE The party submitting this bid and the party who will enter into the Contract, if this bid is the successful bid, is: L Finn Name Corporation/Partnership/Individual (strike two) doing business at Address City and State that is the address where all communications concerning this bid and the Contract should be sent. L The printed name of the president, secretary, treasurer and manager of the bidding corporation, or the names of all persons and parties interested in this bid as partners or principals are as follows: Name Address braY Pier II Secunty Improvements _25_ Port of Anacortes Project 11076-04 Contract Documents f BID FORM tContinuedt r IF SOLE PROPRIETOR OR PARTNERSHIP P IN WITNESS hereto the undersigned has set her/his/its hand this day of 2004. 7 Name of Bidder's Business Signature of Bidder n Title IF CORPORATION IN WITNESS whereof the undersigned corporation has caused this instrument to be executed and its seal affixed by its duly authorized officers this day of , 2004. r rr Attest: Name of Corporation Secretary By Title SUBSCRIBED AND SWORN to before me this day of , 2004. L_>1 Notary Public in and for the State of Residing at My commission expires : Note: 1. If the Bidder is a co-partnership, so state giving the name under which the Bidder's business is transacted. 2. If the Bidder is a corporation, this Bid must be executed by the authorized officials of said corporation. 3. It is mandatory that the Bidder's signature(s)be notarized. Pier II Security Improvements -26- Port of Anacortes Project#076-04 Contract Documents 4a� 7 fl LJ STATEMENT OF BIDDER'S QUALIFICATIONS AND PROPOSED SUBCONTRACTORS Name of Bidder: Address: Number of years the Bidder has been engaged in the business under the present firm name indicated: n Gross dollar amount of work completed: r, Gross dollar amount of work under Contract not completed: Type of work generally performed by Bidder: List of five major projects of a similar nature which have been completed by the Bidder within r the last ten years and the gross dollar amount of each project: L_ List of five major pieces of equipment which are anticipated to be used on this project by the L ' Bidder and note which items are owned by the Bidder and which are to be leased or rented from others: U Bank References: Pier 11 Secunty Improvements _ Port of Anacortes Project 11076-04 -27 Contract Documents iJ STATEMENT OF BIDDER'S QUALIFICATIONS AND PROPOSED SUBCONTRACTORS(Continnedl L, How many general superintendents or other responsible employees in a supervisory position do you have at this time and how long have they been with the Bidder? n Have you changed bonding companies within the last three years: n If so, why? (Optional): Have you ever sued or been sued by a special public purpose district, municipality, county, state or the federal government involving a public works contract? For what reason? n List case title and cause number of each such lawsuit, as well as the court in which each was filed: Disposition of case, if resolved: L LA Washington State Department of Labor and Industries Workmen's Compensation Account No.: Washington State Department of Licenses Contractor's Registration No. H LA Pier II Security Improvements -28- Port of Anacortes Project 4076-04 Contract Documents \.d n STATEMENT OF BIDDER'S QUALIFICATIONS AND PROPOSED SUBCONTRACTORS(Continuedi STATEMENT OF PROPOSED SUBCONTRACTORS 1-1 Nature of Work Subcontractor Description of Work Name and Address HVAC • f J ELECTRICAL r-' PLUMBING Bidder r—' By u Title NOTE: This Bid Form must be completed in its entirety and submitted to bid the work. U Pier II Secunty Improvements _ Port of Anacortes Project k076-04 —29 Contract Documents L DEPOSIT OR BID BOND FORM DEPOSIT STATEMENT Herewith find deposit in the form of certified check or cashier's check in the amount of Dollars ($ ), which amount is not less than five percent (5%) ` ' of the Total Bid Amount. rA SIGN HERE L * * * * * * * * BID BOND LJ KNOWN ALL MEN BY THESE PRESENTS: That we, , as Principal, and , as Surety, are held firmly bound unto the Port of Anacortes, Washington, as Obligee, in the penal sum of Dollars ($ ), (five percent (5%) of the Total Bid Amount) for the payment of which the Principal and the Surety bind themselves, their heirs, r- executors, administrators, successors and assigns,jointly and severally by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Pier II Security Improvements, Project #076-04, according to the terms of the bid made by the Principal therefore, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said bid and award and shall provide a Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, Statement of Intent to Pay Prevailing Wages and Contract Bond for the faithful performance of the Contract, with Surety or Sureties approved by the Obligee, or if the Principal FT shall, in case of failure to so do, pay and forfeit to the Obligee the penal amount of the deposit LJ specified in the Call for Bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF , 2005. Li Principal Surety , 2005. r NOTE: This form must be completed and submitted with the bid. 6-4 Pier II Security Improvements _30_ Port of Anacortes Project#076-04 Contract Documents n rl NON-COLLUSION AFFIDAVIT F ' STATE OF ) 'L_ ) SS. COUNTY OF ) fl being first duly sworn, .on oath says that the bid submitted to which this affidavit is a part, is a genuine and not a sham or collusion bid, or made in the interest of or on behalf of any person not therein named; and that the person, firm, association, joint venture, partnership, co-partnership or corporation herein named, has not directly or indirectly induced or solicited any Bidder to put in a sham bid, nor directly or L_L indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competition bidding in the preparation and submission of a bid for consideration in the award of a Contract for Pier II Security Improvements, Project #076-04 sought by the Port of Anacortes and described in the Contract Documents of which this affidavit is a part; and that said Bidder has not in any manner sought by collusion to secure to itself an advantage over any other Bidder or Bidders. (Bidder) SUBSCRIBED AND SWORN TO before this day of 2005. Notary Public in and for the State of Residing at My commission expires: NOTE: This form must be completed and submitted with the bid. n Li U L.4 isivd r Pier II Secunty Improvements _ Port of Anacortes Project#076-04 —31 Contract Documents n n - CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY,AND VOLUNTARY EXCLUSION n The bidder/offerer certifies by submission of this proposal or acceptance of this contract, that to the best of its knowledge and belief that it and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; r-7 (b) Have not within a three year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes relating to the submission of offerer; or commission or embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or r 7 receiving stolen property; (c) Are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1)(b, of this certification; and I (d) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State, or local) terminated for cause or default. I understand that a false statement on this certification may be grounds for rejection of this proposal or termination of the award. In addition, under 18 USC Sec. 1001, a false statement L_J may result in a fine of up to $10,000 or imprisonment for up to 5 years, or both. r-� Typed Name & Title of Authorized Representative Signature of Authorized Representative Lij r Where the bidder/offerer/contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation to this solicitation/proposal. r U NOTE: This form must be completed and submitted with the bid. Pier II Security Improvements -32- Port of Anacortes Project#076-04 Contract Documents Scat � I CERTIFICATION OF NONSEGREGATED FACILITIES The federally assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where flsegregated facilities are maintained. The federally assisted construction contractor certifies further that he will not maintain or provide for his employees segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of this certification is a violation of the equal opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, R—, work areas, restrooms and washrooms, restaurants and other eating areas, time-clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, sex, or national origin, because of habit, local custom, or any other reason. The federally assisted construction contractor agrees that (except where he has previously obtained identical certification from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause, and that he will retain such certifications in his files. Certification - The information above is true and compete to the best of my knowledge and belief. Name and Title of Signer (Please Type) n Signature Date NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. Li NOTE: This form must be completed and submitted with the bid. Pier II Secunty Improvements _ Port of Anacones Project#076-04 -33 Contract Documents fl SECTION V PREVAILING WAGE INFORMATION AN4c a Fo Ld Es,.142< k Pier II Security Improvements Project #076-04 LA LA ni " 1 General Decision Number: WA030001 04/22/2005 WA1 --J Superseded General Decision Number: WA020001 State: Washington Construction Types : Heavy (Heavy, and Dredging) and Highway Counties : Washington Statewide. 7HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number Publication Date "7 0 06/13/2003 'H 1 01/23/2004 li 2 02/06/2004 3 02/13/2004 rn 4 03/05/2004 5 03/12/2004 6 04/16/2004 rT 7 05/14/2004 8 06/18/2004 9 06/25/2004 F_ 10 07/02/2004 11 07/23/2004 ._1 12 08/06/2004 13 08/20/2004 r7 14 09/03/2004 L 15 10/01/2004 16 10/15/2004 rl 17 10/22/2004 18 11/05/2004 19 11/19/2004 20 12/03/2004 VI 21 01/14/2005 22 02/18/2005 Ld 23 03/18/2005 24 03/25/2005 25 04/01/2005 Li 26 04/22/2005 '--! CARP0001-008 06/01/2004 Lj Rates Fringes Carpenters : COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA Li COUNTIES GROUP 1- $ 23 .88 7 .45 GROUP 2 • $ 24 . 99 7 .45 b GROUP 3 • $ 24 .15 7 .45 GROUP 4 - $ 23 . 88 7 .45 GROUP 5 - $ 59 .17 7 .45 GROUP 6 - $ 28 .02 7 .45 WA030001 Modification 26 1 Federal Wage Determinations I ISPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES GROUP 1• $ 23 . 21 7 .45 GROUP 2 • $ 24 .31 7 .45 GROUP 3 • $ 23 .47 7.45 GROUP 4 . $ 23. 21 7.45 GROUP 5 • $ 57. 50 7.45 GROUP 6 • $ 27 . 30 7.45 CARPENTERS CLASSIFICATIONS GROUP 1: Carpenter; Burner-Welder; Rigger and Signaler; Insulators (all types) , Acoustical, Drywall and Metal Studs, Metal Panels and Partitions; Floor Layer, Sander, Finisher and Astro Turf; Layout Carpenters; Form Builder; Rough Framer; Outside or Inside Finisher, including doors, windows, and jams; Sawfiler; Shingler (wood, composition) r- Solar, Fiberglass, Aluminum or Metal; Scaffold Erecting and Dismantling; Stationary Saw-Off Bearer; Wire, Wood and Metal Lather Applicator GROUP 2 : Millwright, machine erector t_ GROUP 3 : 'Piledriver - includes driving, pulling, cutting, v^ placing collars, setting, welding, or creosote treated material, on all piling GROUP 4 : Bridge, dock and wharf carpenters �. GROUP 5 : Divers GROUP 6: Divers Tender r DEPTH PAYY FOR DIVERS: Each foot over 50-100 feet $1. 00 Each foot over 100-175 feet 2 .25 Each foot over 175-250 feet 5 .50 HAZMAT PROJECTS : r Anyone working on a HAZMAT job (task) , where HAZMAT jL certification is required, shall be compensated at a premium, in addition to the classification working in as follows : 4664 LEVEL D + $ .25 per hour - This is the lowest level of protection. No respirator is used and skin protection is rC minimal. 1 LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $ .75 per hour - Uses same respirator protection as S Level A. Supplied air line is provided in conjunction with a chemical "splash suit" . LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. WA030001 Modification 26 2 Federal Wage Determinations 7 CARP0003-006 06/01/2004 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, "' LEWIS (Piledriver only) , PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean) , SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Fringes Carpenters : CARPENTERS; ACOUSTICAL $ 27.72 10 .70 DIVERS TENDERS $ 30.27 10 .70 DIVERS $ 65 . 51 10 . 70 DRYWALL $ 27.72 10 .70 FLOOR LAYERS & FLOOR FINISHERS (the laying of all hardwood floors nailed and mastic set, parquet and wood-type tiles, and block floors, the sanding and finishing of floors, the preparation of old and new floors when the '. materials mentioned above are to be installed) ; INSULATORS (fiberglass and similar irritating materils $ 27 . 87 10 .70 L , MILLWRIGHTS $ 28 .22 10 . 70 PILEDRIVERS $ 26 . 22 10 .70 � DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET f1 100 TO 150 FEET 1.50 PER FOOT OVER 100 FEET -. 150 TO 200 FEET 2 . 00 PER FOOT OVER 150 FEET �.� Zone Differential (Add up Zone 1 rates) : Zone 2 - $0 . 85 Zone 3 - 1.25 Zone 4 - 1. 70 Zone 5 - 2 .00 Zone 6 - 3 . 00 'LJ u WA030001 Modification 26 3 Federal Wage Determinations LA BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties : Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point. ) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2 : Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities s ZONE 3 : Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4 : Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5 : Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities CARP0770-003 06/01/2004 Rates Fringes Carpenters : CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS, OKANOGAN (WEST 14 OF THE 120TH MERIDIAN) AND a I YAKIMA COUNTIES ACCOUSTICAL WORKERS $ 20 . 98 10 .27 ps CARPENTERS AND DRYWALL APPLICATORS $ 20 .72 10 .27 CARPENTERS ON CREOSOTE MATERIAL $ 20 . 82 10 .27 DIVERS TENDER $ 31. 17 10 .55 L DIVERS $ 70 .07 10 .55 INSULATION APPLICATORS $ 20 .72 10 .27 r MILLWRIGHT AND MACHINE ERECTORS $ 29 .40 10 .27 PILEDRIVER, BRIDGE DOCK AND WHARF CARPENTERS $ 28 .40 10 .27 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING rriq OR CRESOTE TREATED MATERIAL, ALL PILING $ 28 .60 10.27 SAWFILERS, STATIONARY POWER SAW OPERATORS, ^4 FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS $ 20 .85 10 .27 WA030001 Modification 26 4 Federal Wage Determinations fl LJ WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only) , MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES ACOUSTICAL WORKERS $ 28 . 56 10 .55 CARPENTERS AND DRYWALL APPLICATORS $ 28 .40 10 .55 CARPENTERS ON CREOSOTE MATERIAL $ 28 . 50 10 . 55 DIVERS TENDER $ 31. 17 10 .55 '�. DIVERS $ 70 . 07 10 . 55 INSULATION APPLICATORS $ 28.40 10 .55 MILLWRIGHT AND MACHINE ERECTORS $ 29.40 10 .55 PILEDRIVER, BRIDGE, DOCK & WHARF CARPENTERS $ 28.40 10 .55 71 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING $ 28 .60 10 .55 IJ SAWFILERS, STATIONARY POWER SAW OPERATORS, L1 FLOOR FINISHER, FLOOR Li LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS $ 28 . 53 10 . 55 (HOURLY ZONE PAY: WESTERN AND CENTRAL. WASHINGTON - ALL LJ CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS - - Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following Li listed cities : Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free r- 25-35 radius miles $1.00/hour 35-45 radius miles $1. 15/hour Li 45-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour r- H i WA030001 Modification 26 5 rn Federal Wage Determinations (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 25-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour L ELEC0046-001 06/01/2004 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes Cable splicer $ 36. 85 3%+11.55 7 4 Electrician $ 33 .50 396+11.55 ELEC0048-003 01/01/2005 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes b Cable splicer $ 31 .60 3%+$13 . 05 3Electrician $ 31 .35 3°s+$13 . 05 ELEC0073-001 07/01/2004 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN 71 COUNTIES 71 Rates Fringes u Cable splicer $ 24 .07 3%+11.58 Electrician $ 23 .67 3%+11.58 'I ELEC0076-002 09/01/2004 �JI GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON '[1 COUNTIES Rates Fringes Cable splicer $ 34 .13 3%+12 .56 Electrician $ 30 .75 396+12 .56 WAO3OOO1 Modification 26 6 Federal Wage Determinations P Pt ELEC0077-002 02/01/2005 Rates Fringes Line Construction: CABLE SPLICERS $ 39.48 3 . 875%+9.75 r-� GROUNDMEN $ 24 . 68 3 . 875%+8 . 00 LINE EQUIPMENT MEN $ 30.32 3 . 875%+8 .00 � LINEMEN, POLE SPRAYERS, HEAVY LINE EQUIPMENT MAN $ 35 .25 3 . 875%+9.75 -1 POWDERMEN, JACKHAMMERMEN $ 26.44 3 . 875%+8 . 00 TREE TRIMMER $ 20 .98 3 . 875%+7 . 94 7 ELEC0112-005 06/01/2004 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes �-, Cable splicer $ 31.24 3%+12 .28 Electrician $ 29.75 3%+12 .28 ELE00191-003 09/01/2004 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes Cable splicer $ 33 .72 3%+10 . 33 Electrician $ 30 . 66 3%+10 . 33 ELEC0191-004 09/01/2004 --� CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes '—' Cable splicer $ 29. 33 3%+10 .28 Electrician $ 26.66 3%+10 .28 ELEC0970-001 06/01/2004 COWLITZ AND WAHKIAKUM COUNTIES Rates Fringes _J Cable splicer $ 31.57 3%+9.40 Electrician $ 28.70 3%+9.40 UJ L, WA030001 Modification 26 7 Federal Wage Determinations u L I� ENGI0302-003 06/01/2004 L CHELAN (WEST OF THE 120TH MERIDIAN) , CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN) , SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES L PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) I L Zone 1 (0-25 radius miles) : Y Rates Fringes Power equipment operators : Group 1A $ 30. 61 10 .25 Group IAA $ 31. 15 10 .25 Group 'AAA $ 31.67 10 .25 Group 1 $ 30 .09 10 .25 Group 2 $ 29.63 10 .25 Group 3 $ 29.24 10 . 25 Group 4 $ 27 . 01 10 .25 L Zone Differential (Add to Zone 1 rates) : F" Zone 2 (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1. 00 BASEPOINTS : Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, '.I Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS L GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments) ; Tower crane over 175 ft in r height, base to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom 7 (including jib with attachments) ; Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height �Y base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments 1 GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers-self propelled 45 yards and over; Slipform pavers; Transporters, all truck or 111 track type WA030001 Modification 26 8 P Federal Wage Determinations GROUP 2 - Barrier machine (zipper) ; Batch Plant Operaor- it Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-overhead, bridge type-20 tons through 44 tons; Chipper; Concrete Pump-truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power) ; Drilling machine; Excavator, shovel, backhoe-3 yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders-overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant; Motor patrol graders-finishing; Piledriver (other than crane mount) ; Roto-mill,roto-grinder; Screedman, spreader, topside operator-Slaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self propelled, hard tail end dump, articulating off-road equipment-under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine-shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer r1 GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A-frame crane over 10 tons; Drill oilers-auger type, truck or crane mount; Dozers-D-9 and under; Forklift-3000 lbs . and over with attachments; Horizontal/directional drill locator; Outside hoists- (elevators and manlifts) , air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps-concrete; Roller, plant mix or multi-lift materials; Saws-concrete; Scrpers-concrete and carry-all; Service engineer-equipment; Trenching machines; Truck Crane FT Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine-laser screed; Cranes-A frame-10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs . with attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator U u WA030001 Modification 26 9 Federal Wage Determinations CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RATES MAY BE PAID ON THE FOLLOWING: IH 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1. 5 million excluding mechanical, electrical, and utility portions of the contract. 2 . Projects of less than $1 million where no building is involved. Surfacing and paving including, but L utilities excluded. 3 . Marine projects (docks, wharfs, ect. ) less than $150, 000 . HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed hazardous perimeter shall be elgible for compensation in r accordance with the following group schedule relative to the L_ level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not �- outfitted with protective clothing. H-2 Class "C" Suit - Base wage rate plus $ .25 per hour. !" H-3 Class "B" Suit - Base wage rate plus $.50 per hour. H-4 Class "A" Suit - Base wage rate plus $.75 per hour. ENGI0302-009 06/01/2004 CHELAN (WEST OF THE 120TH MERIDIAN) , CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING, 77 KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN) , Lei SAN JUNA,SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE • 120TH MERIDIAN) COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 95% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. L. WORK PERFORMED ON HYDRAULIC DREDDGES : Zone 1 (0-25 radius miles) : �+ Rates Fringes Power equipment operators : GROUP 1 TOTAL PROJECT COST $300, 000 AND OVER $ 28 .80 10 .25 TOTAL PROJECT COST UNDER $300, 000 $ 26.96 8.40 GROUP 2 TOTAL PROJECT COST 71 $300, 000 AND OVER $ 28 .91 10.25 TOTAL PROJECT COST UNDER $300, 000 $ 27 .06 8 .40 WA030001 Modification 26 10 Federal Wage Determinations LA n f, GROUP 3 TOTAL PROJECT COST $300, 000 AND OVER $ 29.27 10 .25 TOTAL PROJECT COST UNDER $300, 000 $ 27 .38 8 .40 GROUP 4 TOTAL PROJECT COST $300, 000 AND OVER $ 29.32 10 .25 TOTAL PROJECT COST UNDER $300, 000 $ 27 .43 8 .40 GROUP 5 TOATL PROJECT COST U $300, 000 AND OVER $ 30 .79 10 . 25 TOTAL PROJECT COST UNDER $300, 000 $ 28 .75 8 .40 L_ GROUP 6 TOTAL PROJECT COST r� $300, 000 AND OVER $ 28. 80 10.25 TOTAL PROJECT COST UNDER `J $300, 000 $ 26.96 8 .40 Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1 . 00 BASEPOINTS : Aberdeen, Bellingham, Bremerton, Everett, Kent, " Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima r , L . J r-i LJ ri rr H u H WA030001 Modification 26 11 " 1 Federal Wage Determinations Li POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 - ASSISTANT MATE (DECKHAND) GROUP 2 - OILER GROUP 3 - ASSISTANT ENGINEER (ELECTRIC, DIESEL, STEAM OR BOOSTER PUMP) ; MATES AND BOATMEN GROUP 4 - CRANEMAN, ENGINEER WELDER 0111 GROUP 5 - LEVERMAN, HYDRAULIC GROUP 6 - MAINTENANCE CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A -- PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RATES MAY BE PAID ON THE FOLLOWING: IL 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million F_. excluding mechanical, electrical, and utility portions of the contract. �- 2 . Projects of less than $1 million where no building is involved. Surfacing and paving including, but utilities r" excluded. 3 . Marine projects (docks, wharfs, ect. ) less than $150, 000 . HEAVY WAGE RATES (CATEGORY A) APPLIES TO CLAM SHELL DREDGE, HOE I AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the Il level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing. H-2 Class "C" Suit - Base wage rate plus $.25 per hour. H-3 Class "B" Suit - Base wage rate plus $ .50 per hour. rl H-4 Class "A" Suit - Base wage rate plus $ .75 per hour. P WY WA030001 Modification 26 12 Federal Wage Determinations n ri ENGI0370-002 08/30/2004 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) , COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: i' Rates Fringes Power equipment operators : GROUP 1A $ 21.34 7. 62 GROUP 1 $ 21. 89 7 .62 Lj GROUP 2 $ 22 .21 7.62 GROUP 3 $ 22. 82 7. 62 GROUP 4 $ 22 . 98 7 .62 GROUP 5 $ 23 .14 7 .62 GROUP 6 $ 23 .42 7 . 62 GROUP 7 $ 23 . 69 7 .62 GROUP 8 $ 24.79 7 .62 Li ZONE DIFFERENTIAL (Add to Zone 1 rate) : Zone 2 - $2 . 00 Zone 1: Within 45 mile radius of Spokane, Moses Lake, Pasco, Washington; Lewiston, Idaho r . Zone 2 : Outside 45 mile radius of Spokane, Moses Lake, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner GROUP 1 : Bit Grinders; Bolt Threading Machine; Compressors L.J (under 2000 CFM, gas, diesel, or electric power) ; Deck Hand; Drillers Helper (Assist driller in making drill rod r' connections, service drill engine and air compressor, repair drill rig and drill tools, drive drill support truck to and on the job site, remove drill cuttings from around bore hole and inspect drill rig while in operation) ; Fireman & Heater Tender; Grade Checker; Hydro-seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator) , except when pulled by Dozer with operable blade; Welding Machine Li L u WA030001 Modification 26 13 Federal Wage Determinations U 111 GROUP 2 : A-frame Truck (single drum) ; Assistant Refrigeration Plant (under 1000 ton) ; Assistant Plant Operator, Fireman or Pugmixer (asphalt) ; Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement) ; Cement Hog; La Compressor (2000 CFM or over, 2 or more, gas diesel or electric power) ; Concrete Saw (multiple cut) ; Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated) ; Fork Lift or Lumber Stacker, hydra-lift & similar; Gin Trucks (pipeline) ; Hoist, single drum; Loaders (bucket elevators and conveyors) ; Longitudinal Float; Mixer (portable-concrete) ; 'b Pavement Breaker, Hydra-Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self-propelled) ; Railroad Power Tamper Operator (self-propelled) ; Railroad 7 Tamper Jack Operator (self-propelled; Spray Curing Machine �. (concrete) ; Spreader Box (self-propelled) ; Straddle Buggy (Ross & similar on construction job only) ; Tractor (Farm F" type R/T with attachment, except Backhoe) ; Tugger Operator GROUP 3 : A-frame Truck (2 or more drums) ; Assistant Refrigeration Plant & Chiller Operator (over 1000 ton) ; Backfillers (Cleveland & similar) ; Batch Plant & Wet Mix Operator, single unit (concrete) ; Belt-Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar) ; --i Bending Machine; Bob Cat; Boring Machine (earth) ; Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar) ; Bump Cutter (Wayne, Saginau or similar) ; Canal Lining Machine (concrete) ; Chipper (without crane) ; Cleaning & Doping Machine (pipeline) ; Deck Engineer; Elevating Belt-type Loader (Euclid, Barber Green & similar) ; Elevating Grader-type Loader (Dumor, Adams or similar) ; Generator Plant Engineers (diesel or electric) ; Gunnite Combination Mixer & Compressor; Locomotive ftd Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet) ; Soil Stabilizer (P & H or similar) ; Spreader Machine; Tractor (to D-6 or equivalent) 4_, and Traxcavator; Traverse Finish Machine; Turnhead Operator E ' GROUP 4 : Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar) ; Curb Extruder (asphalt or concrete) ; Drills (churn, core, calyx or diamond) (operate ��''?? drilling machine, drive or transport drill rig to and on Wtl job site and weld well casing) ; Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist) ; Loaders (overhead & front-end, under 4 yds. R/T) ; FlRefrigeration Plant Engineer (under 1000 ton) ; Rubber-tired WI Skidders (R/T with or without attachments) ; Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity) ; Turnhead (with re-screening) ; Vacuum Drill (reverse circulation drill under 8 inch bit) a WA030001 Modification 26 14 Federal Wage Determinations n '1 GROUP 5 : Backhoe (under 45,000 gw) ; Backhoe & Hoe Ram (under 3/4 yd. ) ; Carrydeck & Boom Truck (under 25 tons) ; Cranes (25 tons & under) , all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons) ; Drilling L Equipment (8 inch bit & over) (Robbins, reverse circulation & similar) (operates drilling machine, drive or transport drill rig to and on job site and weld well casing) ; Hoe r Ram; Piledriving Engineers;ineers; Paving (dual drum) ; Railroad Track Liner Operaotr (self-propelled) ; Refrigeration Plant Engineer (1000 tons & over) ; Signalman (Whirleys, Highline Hammerheads or similar) L.. GROUP 6 : Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade wire) ; Backhoe (45, 000 gw and over to 110, 000 gw) ; Backhoes & Hoe Ram (3/4 yd. to 3 yd. ) ; Batch Plant (over 4 units) ; Batch & Wet Mix Operator (multiple units, 2 & incl. 4) ; fl Blade Operator (motor patrol & attachments, Athey & Huber) ; Boom Cats (side) ; Cable Controller (dispatcher) ; Clamshell Operator (under 3 yds . ) ; Compactor (self-propelled with `,, blade) ; Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons) , all I J attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Draglines (under 3 yds. ) ; Drill Doctor; H.D. Mechanic; H.D. LJ Welder; Loader Operator (front-end & overhead, 4 yds . incl. 8 yds . ) ; Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete) ; Quad-Track or similar equipment; Rollerman (finishing asphalt pavement) ; Roto Mill (pavement grinder) ; Scrapers, all, rubber-tired; Screed Operator; Shovel (under 3 yds . ) ; Tractors (D-6 & equilvalent & over) ; Trenching Machines (7 ft. depth & over) ; Tug Boat Operator Vactor guzzler, super sucker Li F, GROUP 7 : Backhoe (over 110,000 gw) ; Backhoes & Hoe Ram (3 yds & over) ; Blade (finish & bluetop) Automatic, CMI, ABC, �.- Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including I 85 tons) , all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over) ; Elevating Belt (Holland type) ; Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar) ; Loaders (overhead & front-end, over 8 yds . to 10 yds. ) ; Rubber-tired Scrapers (multiple engine with three or more scrapers) ; Shovels (3 yds. & over) ; Whirleys & Hammerheads, ALL GROUP 8 : Cranes (85 tons and over, and all climbing, overhead, rail and tower) , all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over) ; Helicopter Pilot BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .30 over scale Over 250 ft $ .60 over scale Li WA030001 Modification 26 15 Federal Wage Determinations a NOTE: Li In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. LJ HAZMAT: Anyone working on HAZMAT jobs, working with supplied air r , shall receive $1. 00 an hour above classification. ENGI0370-006 06/01/2004 7 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) , `J� COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH 77 MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES WORK PERFORMED ON HYDRAULIC DREDGES J Rates Fringes Hydraulic Dredge GROUP 1• $ 31.43 7 .62 GROUP 2 - $ 31. 90 7.62 �4 GROUP 3 - $ 31. 95 7.62 GROUP 4 - $ 33 .42 7. 62 GROUP 5 - $ 31.43 7. 62 GROUP 6- $ 31.54 7.62 GROUP 1 : Assistant Mate (Deckhand) GROUP 2 : Assistant Engineer (Electric, Diesel, Steam, or Booster Pump) ; Mates and Boatmen itr GROUP 3 : Engineer Welder GROUP 4 : Leverman, Hydraulic GROUP 5 : Maintenance n, GROUP 6: Oiler ILJ HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND r- DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. -1 n a a a WA030001 Modification 26 16 Federal Wage Determinations I, ENGI0612-001 06 01 2004 LEWIS, PIERCE, PACIFIC (THAT PORTION WHICH LIES NORTH OF A (-i PARALLEL LINE EXTENDED WEST FROM THE NORTHERN BOUNDARY OF WAHKAIKUM COUNTY TO THE SEA IN THE STATE OF WASHINGTON) AND J I! THURSTON COUNTIES fl PROJECTS: CATEGORY A PROJECTS (excludes Category B projects, as shown below) r1 Rates Fringes �� Power equipment operators : WORK PERFORMED ON L, HYDRAULIC DREDGES:Total Project cost $300, 000 and r over GROUP 1 $ 28 . 80 10 .25 GROUP 2 $ 28 .91 10 .25 GROUP 3 $ 29.27 10 .25 f GROUP 4 $ 29.32 10 .25 GROUP 5 $ 30 .79 10 .25 GROUP 6 $ 28 . 80 10 .25 WORK PERFORMED ON HYDRAULIC DREDGES:Total Project Cost under $300, 000 GROUP 1 $ 26. 96 8 .40 GROUP 2 $ 27. 06 8.40 GROUP 3 $ 27. 38 8 .40 GROUP 4 $ 27 .43 8 .40 GROUP 5 $ 28 .75 8 .40 GROUP 6 $ 26. 96 8 .40 r- ZONE 2 (26-45 radius miles) - Add $ .70 to Zone 1 rates ZONE 3 (Over 45 radius miles) - Add $1. 00 co Zone 1 rates BASEPOINTS: Tacoma, Olympia, and Centralia Li CATEGORY B PROJECTS - 95% of the basic hourly rate for each group plus full fringe benefits applicable to Category A projects shall apply to the following projects : Reduced rates may be paid on the following: lJ 1. Projects involving work on structures such as buildings and structures whose total value is less than $1.5 million r-, excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. L-1 3. Marine projects (docts, wharfs, etc. ) less than $150, 000 r, u Li WA030001 Modification 26 17 LiFederal Wage Determinations ,11 WORK PERFORMED ON HYDRAULIC DREDGES: GROUP 1: Assistant Mate (Deckhand I " GROUP 2 : Oiler GROUP 3 : Assistant Engineer (Electric, Diesel, Steam or Booster Pump) ; Mates and Boatmen GROUP 4 : Craneman, Engineer Welder GROUP 5 : Leverman, Hydraulic GROUP 6 : Maintenance (-- HEAVY WAGE RATES APPLIES TO CLAM SHEEL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS `— HANDLING OF HAZARDOUS WASTE MATERIALS f"' H-1 - When not outfitted with protective clothing of level D equipment - Base wage rate el H-2 - Class "C" Suit - Base wage rate + $ .25 per hour H-3 - Class "B" Suit - Base wage rate + $ .50 per hour L' H-4 - Class "A" Suit - Base wage rate +$ .75 per hour r, ENGI0612-002 06/01/2004 LEWIS, PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County Lad to the sea) AND THURSTON COUNTIES 3ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS . ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles) : U Rates Fringes Power equipment operators: GROUP lA $ 30. 61 10 .25 GROUP IAA $ 31. 15 10.25 GROUP lAAA $ 31.67 10.25 1_. GROUP 1 $ 30. 09 10.25 'U GROUP 2 $ 29. 63 10.25 GROUP 3 $ 29.24 10.25 GROUP 4 $ 27. 01 10 .25 --� Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) = $ .70 irrM Zone 3 (Over 45 radius miles) - $1.00 1 :3 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including jib with attachments) GROUP IAA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom WA030001 Modification 26 18 Federal Wage Determinations PrI l GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom Ll (including jib with attachments) ; Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments) ; Crane-overhead, L, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 (-� yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not `J including, 8 yards; Mucking machine, mole, tunnel, drill i� and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers- self-propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type nn GROUP 2 - Barrier machine (zipper) ; Batch Plant Operator- concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-Overhead, bridge type, 20 tons through rl 44 tons; Chipper; Concrete pump-truck mount with boom L; attachment; Crusher; Deck engineer/deck winches (power) ; Drilling machine; Excavator, shovel, backhoe-3 yards and �r, under; Finishing machine, Bidwell, Gamaco and similar LJ equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; ri Piledriver (other than crane mount) ; Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; ` i Tractors, backhoe over 75 hp; Transfer material service machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Li Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane-A-frame over 10 tons; Drill oilers-auger type, truck or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill I� locator; Outside Hoists- (elevators and manlifts) , air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump-Concrete; Roller, plant mix or multi-lfit materials; Saws-concrete; Scrapers, concrete and carry all; Service engineers-equipment; Trenching machines; Truck crane Li oiler/driver under 100 tons; Tractors, backhoe under 75 hp U Li WA030001 Modification 26 19 Federal Wage Determinations GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine-laser screed; Cranes A-frame 10 tons and under; Elevator and manlift (permanent and shaft type) ; Forklifts-under 3000 lbs . with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and I under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger-mechanical; Power plant; Pumps-water; Rigger and Hellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator �RI FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings r- and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of L_ the contract. F7, 2 . Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3 . Marine projects (docks, wharfs, etc. ) less than $150, 000 . LJ HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally, designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as �, outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not r.+� outfitted with protective clothing li H-2 Class "C" Suit - Base wage rate plus $ .25 per hour. S.d H-3 Class "B" Suit - Base wage rate plus $ .50 per hour. H-4 Class "A" Suit - Base wage rate plus $ .75 per hour. LJ ENGI0701-002 01/01/2005 FT CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES ILA, Yoh Rates Fringes Power equipment operators : (See Footnote A) GROUP 1 $ 30.44 9. 95 I�ri GROUP LA $ 31. 96 9.95 Yi GROUP 1B $ 33 .48 9.95 GROUP 2 $ 29.14 9.95 fl GROUP 3 $ 28.34 9.95 GROUP 4 $ 27.78 9.95 GROUP 5 $ 27.15 9.95 GROUP 6 $ 24. 66 9.95 Zone Differential (add to Zone 1 rates) : Zone 2 - $1.50 Zone 3 - 3 . 00 Yi! WA030001 Modification 26 20 Federal Wage Determinations rl 'L_, For the following metropolitan counties : MULTNOMAH; LJ CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS fin INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 ALA and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt . �-..� St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the t1 identified boundary above, but less than 50 miles from the '`J Portland City Hall shall receive Zone II pay for all classifications . r7 All jobs or projects located more than 50 miles from the ��-- , Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications . For the following cities: ALBANY; BEND; COOS BAY; EUGENE; LJ GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG Fn All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications . All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications . L_J All jobs or projects located more than 50 miles from the i� respective city hall of the above mentioned cities shall receive Zone III pay for all classifications . POWER EQUIPMENT OPERATORS CLASSIFICATIONS U GROUP 1: CONCRETE: Batch Plant and/or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE �b BOOM CRANE: Operator 200 tons through 299 tons, and/or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than LJ 250 ton r1 GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment) ; LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over U WA030001 Modification 26 21 Federal Wage Determinations Li ICI GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 �--% tons with over 200 feet boom; Operator 400 tons and over; FLOATING EQUIPMENT: Floating Crane 350 ton and over L GROUP 2 : ASPHALT: Asphalt Plant Operator (any type) ; Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required) ; Blade Operator, Robotic; BULLDOZERS: Bulldozer L. operator over 120, 000 lbs and above; Bulldozer operator, twin engine; Bulldozer Operator, tandem, quadnine, D10, D11, AA1 and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and/or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (with luffing or tower attachment) ; TOWER/WHIRLEY OPERATOR: F"7 Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and/or 150 to 200 `J feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds . 1 and over; Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons; LOADERS : Loader operator, 120, 000 lbs. and above; REMOTE CONTROL: Remote controlled it earth-moving equipment; RUBBER-TIRED SCRAPERS: Rubber- ICI tired scraper operator, with tandem scrapers, multi-engine; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel, wIe Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING MACHINE: Wheel Excavator, under 750 cu. yds. per hour Yil (Grade Oiler required) ; Canal Trimmer (Grade Oiler required) ; Wheel Excavator, over 750 cu. yds . per hour; Band Wagon (in conjunction with wheel excavator) ; b UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote or otherwise; HYDRAULIC HOES-EXCAVATOR: Excavator over 130, 000 lbs . ill Li GROUP 3 : BULLDOZERS : Bulldozer operator, over 70, 000 lbs . up to and including 120, 000 lbs. ; HYDRAULIC CRANE: Hydraulic Fl crane operator, 50 tons through 89 tons (with luffing or 2 tower attachment) ; LATTICE BOOM CRANES: Lattice Boom Crane-50 through 89 tons (and less than 150 feet boom) ; FORKLIFT: Rock Hound Operator; HYDRAULIC HOES-EXCAVATOR: rl excavator over 80, 000 lbs. through 130, 000 lbs . ; LOADERS : Loader operator 60, 000 and less than 120, 000; RUBBER-TIRED SCRAPERS: Scraper Operator, with tandem scrapers; Self-loading, paddle wheel, auger type, finish and/or 2 or more units; SHOVEL, DRAGLINE, CLAMSHBLL,SKOOPER OPERATOR: Shovel, Dragline, Clamshell operators 3 cu. yds. but less than 5 cu yds . rWi WA030001 Modification 26 22 Federal Wage Determinationsirj fl 77 GROUP 4 : ASPHALT: Screed Operator; Asphalt Paver operator (screeman required) ; BLAnE: Blade operator; Blade operator, finish; Blade operator, externally controlled by P� electronic, mechanical hydraulic means; Blade operator, L multi-engine; BULLDOZERS: Bulldozer Operator over 20, 000 lbs and more than 100 horse up to 70, 000 lbs; Drill Cat r...i Operator; Side-boom Operator; Cable-Plow Operator (any type) ; CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type) ; Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machine (Track mounted forestry mowing & grinding machine) ; Hydro Axe (loader mounted or similar type) ; COMPACTORS SELF-PROPELLED: Compactor Operator, with blade; Compactor Operator, multi-engine; Compactor Operator, robotic; rn CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete L� Cooling Machine Operator; Concrete Paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K-17 or similar types) ; Laser Screed; CRANE: Chicago boom and L similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Hoist Operator, two rl (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy L_ derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, � Gantry, Overhead; Cherry Picker or similar type crane; L . Carry Deck Operator; Hydraulic Crane Operator, under 50 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane rL Operator, under 50 tons; CRUSHER: Generator Operator; Diesel-Electric Engineer; Grizzley Operator; Drill Doctor; LJ Boring Machine Operator; Driller-Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry) ; Directional Drill Operator over 20, 000 lbs pullback; FLOATING EQUIPMENT: Diesel-electric Engineer; Jack Operator, elevating barges, Barge Operator, self- unloading; Piledriver Operator (not crane type) (Deckhand required) ; Floating Clamshelll, etc . Operator, under 3 cu. Li yds. (Fireman of Diesel-Electric Engineer required) ; Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS : Generator Operator; Diesel-electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types) ; Guardrail Auger Operator (all types) ; Combination Guardrail machines, i.e. , punch auger, etc. ; HEATING PLANT: Surface Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR: O..d Robotic Hydraulic backhoe operator, track and wheel type up to and including 20, 0000 lbs . with any or all attachments; Excavator Operator over 20, 000 lbs through 80, 000 lbs . ; LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders Operator, front end and overhead, 25, 000 lbs and less than 60, 000 lbs; Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types; PILEDRIVERS : Hammer (� Operator; Piledriver Operator (not crane type) ; PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping n Machine Operator; Pipe Bending Machine Operator; Pipe Wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Tool System Operator/Mechanic; Vacuum Blasting Li WA030001 Modification 26 23 Federal Wage Determinations Li F1 Machine Operator/mechanic; REPAIRMEN, HEAVY DUTY: Diesel L. Electric Engineer (Plant or Floating; Bolt Threading Machine operator; Drill Doctor (Bit Grinder) ; H.D. rl Mechanic; Machine Tool Operator; RUBBER-TIRED SCRAPERS: h Rubber-tired Scraper Operator, single engine, single scraper; Self-loading, paddle wheel, auger type under 15 r cu. yds. ; Rubber-tired Scraper Operator, twin engine; • Rubber-tired Scraper Operator, with push- ull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, 7 DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric Engineer; Stationay Drag Scraper Operator; Shovel, Dragline, Clamshell, Operator under 3 cy yds . ; Grade-all P Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR-RUBBERED TIRED: Tractor operator, rubber-tired, over 50 hp flywheel; Tractor operator, with boom attachment; Rubber-tired dozers and fin pushers (Michigan, Cat, Hough type) ; Skip Loader, Drag Box; TRENCHING MACHINE: Trenching Machine operator, digging capacity over 3 ft depth; Back filling machine operator; TUNNEL: Mucking machine operator , GROUP 5 : ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix) ; Asphalt Burner and p� Reconditioner Operator (any type) ; Roto-Mill, pavement 77 profiler, ground man; BULLDOZERS: Bulldozer operator, 20, 000 lbs . or less or 100 horse or less; COMPRESSORS: Compressor Operator (any power) , over 1, 250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade) ; CONCRETE: Combination mixer and Compressor Operator, gunite work; Concrete Batch Plant Quality Control ' ' Operator; Beltcrete Operator; Pumperete Operator (any type) ; Pavement Grinder and/or Grooving Machine Operator (riding type) ; Cement Pump Operator, Fuller-Kenyon and mil' similar; Concrete Pump Operator; Grouting Machine Operator; Concrete mixer operator, single drum, under (5) bag capacity; Cast in place pipe laying machine; maginnis 71 Internal Full slab vibrator operator; Concrete finishing mahine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and/or Curb and Gutter; Concrete Joint Machine r Operator; Concrete Planer Operator; Tower Mobile Operator; Power Jumbo Operator setting slip forms in tunnels; Slip Form Pumps, power driven hydraulic lifting device for rl concrete forms; Concrete Paving Machine Operator; Concrete ad Finishing Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator; Hoist Operator, single drum; Elevator Operator; A-frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and Earth Boring Machine Operator; Vacuum Truck; Directional Drill Operator over 20, 000 lbs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and/or robotic; HYDRAULIC HOES EXCAVATORS : Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type) ; Hydraulic Backhoe Operator track type up to and including WA030001 Modification 26 24 Federal Wage Determinations n 71 20, 000 lbs . ; LOADERS : Loaders, rubber- tired type, less L , than 25, 000 lbs; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; Elevating loader operator, Athey and similar types; OILERS: Service oiler (Greaser) ; PIPELINE-SEWER WATER: Hydra hammer or simialr types; Pavement Breaker Operator; PUMPS : Pump Operator, more than 5 (any size) ; Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator Li Operator; Ballast Tamper Multi-Purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; r! Locomotive Operator, 40 tons and over; MATERIAL HAULRS : Cat wagon DJBs Volvo similar types; Conveyored material hauler; SURFACING (BASE) MATERIAL: Rock Spreaders, self-propelled; Pulva-mixer or similar types; Chiip Spreading machine operator; Lime spreading operator, construction job siter; L , SWEEPERS: Sweeper operator (Wayne type) self-propelled construction job site; TRACTOR-RUBBER TIRED: Tractor f'n operator, rubber-tired, 50 hp flywheel and under; Trenching u machine operator, maximum digging capacity 3 ft depth; TUNNEL: Dinkey GROUP 6 : ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type) ; Truck mounted asphalt spreader, with screed; COMPRESSORS : Compressor Operator (any power) , under "-� 1, 250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B. , dry batch, etc. ) ; Cement Hog Operator; r , Concrete Saw Operator; Concrete Curing Machine Operator (riding type) ; Wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A-frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher LJ Feederman; CRUSHER: Crusher oiler; Crusher feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self-propelled Scaffolding Operator, construction job site (exclduing working hJ platform) ; Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job site; Lull Hi-Lift Operator or Similar Type; GUARDRAIL EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS : Bobcat, skid steer (less than 1 cu yd. ) ; Bucket Elevator Loader Operator, Li BarberGreene and similar types; OILERS: Oiler; Guardrail Punch Oiler; Truck Crane Oiler-Driver; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; Rigger; Li PIPELINE-SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (power agitated) ; PUMPS: Pump Operator (any power) ; Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; LA SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade) ; Grade Checker; Fireman; SWEEPER: Broom operator, self propelled, construction job site; SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt) ; Tamping Machine operartor, mechanical, self-propelled; Hydrographic Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade WA030001 Modification 26 25 Federal Wage Determinations LJ I Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator ENGI0701-003 06/01/2004 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND MI WAHKIAKUM COUNTIES DREDGING: Rates Fringes Dredging: ZONE A ASSISTANT ENGINEER $ 31.52 9. 75 L- ASSISTANT MATE $ 27 .62 9. 75 LEVERMAN, DIPPER, FLOATING CLAMSHELL $ 33 . 84 9 .75 LEVERMAN, HYDRAULIC $ 33 .84 9. 75 TENDERMAN $ 30.46 9.75 ZONE B ASSISTANT ENGINEER $ 33 . 52 9.75 ASSISTANT MATE $ 29. 62 9.75 LEVERMAN, DIPPER, 71 FLOATING CLAMSHELL $ 35 . 84 9 . 75 LEVERMAN, HYDRAULIC $ 35 . 84 9 . 75 TENDERMAN $ 32 .46 9. 75 ZONE C ASSISTANT ENGINEER $ 34 .52 9.75 ASSISTANT MATE $ 30 .62 9.75 LEVERMAN, DIPPER, pa' FLOATING CLAMSHELL $ 36 . 84 9.75 LEVERMAN, HYDRAULIC $ 36. 84 9.75 TENDERMAN $ 33 .46 9.75 ZONE DESCRIPTION FOR DREDGING: LJ ZONE A - All jobs or projects located within 30 road miles of rU Portland City Hall. ZONE B - Over 30-50 road miles from Portland City Hall. ZONE C - Over 50 road miles from Portland City Hall. r"1I *All jobs or projects shall be computed from the city hall by Gil the shortest route to the geographical center of the project. IRON0014-005 07/01/2004 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, (911 GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, iS STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes 4 Ironworker $ 26. 87 13 .30 WA030001 Modification 26 26 Federal Wage Determinations IRON0029-002 07/01/2004 LJ CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes n Ironworker $ 28 .47 13 .30 Li IRON0086-002 07/01/2004 P L YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes Ironworker $ 28 . 02 13 .30 IRON0086-004 07/01/2004 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES L= Rates Fringes Ironworker $ 29 . 92 13 . 30 Li Li WA030001 Modification 26 27 Federal Wage Determinations LAB00001-002 06/01/2004 L. ZONE 1: L� Rates Fringes Laborers : CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Fl GROUP 1 $ 19. 96 7 . 70 GROUP 2 $ 20.28 7. 70 GROUP 3 $ 24 . 96 7 . 70 GROUP 4 $ 25.44 7. 70 GROUP 5 $ 25. 80 7.70 .-. CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS AND YAKIMA COUNTIES GROUP 1 $ 14.70 7 .70 GROUP 2 $ 17. 02 7 .70 GROUP 3 5 18.74 7 .70 GROUP 4 $ 19.22 7 .70 GROUP 5 $ 19. 58 7 .70 71 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : L ZONE 2 - $ .70 ZONE 3 - $1 . 00 T BASE POINTS : CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA t� ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall -- ZONE 3 - More than 45 radius miles from the respective city ha rm BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the YID respective city hall ZONE 3 - More than 45 radius miles from the respective city ha WA030001 Modification 26 28 Federal Wage Determinations n fl LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc. , prior to `J final acceptance by the owner) GROUP 2 : Batch Weighman; Crusher Feeder; Fence Laborer; L, Flagman; Pilot Car GROUP 3 : General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator `J Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; rn Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material) ; Ditch Digger; Dump Person; Fine Graders; LJ Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C) ; Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; L, Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site) ; Topper-Tailer; Track Laborer; Fl Truck Spotter; Vinyl Seamer GROUP 4 : Cement Dumper-Paving; Chipping Gun (over 30 lbs . ) ; Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B) ; High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; `' Mortarman and Hodcarrier; Nozzleman (concrete pump, green cutter when using combination of high pressure air and 1 i � ; water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not r, insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; Timber Person-sewer FT (lagger shorer and cribber) ; Track Liner Power; Tugger i� Operator; Vibrator; Well Point Laborer GROUP 5 : Caisson Worker; Miner; Powderman; Re-Timberman; Hazardous Waste Worker (Level A) . Li ri LJ b WA030001 Modification 26 29 Federal Wage Determinations LA LAB00238-004 06/01/2004 '`- ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, L PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes Laborers : ZONE 1: GROUP 1 $ 17 .46 6 .80 r GROUP 2 $ 19.56 6.80 GROUP 3 $ 19.83 6. 80 GROUP 4 $ 20 . 10 6. 80 F, GROUP 5 $ 20.38 6. 80 GROUP 6 $ 21.75 6 . 80 Zone Differential (Add to Zone 1 rate) : $2 .00 Li BASE POINTS : Spokane, Moses Lake, Pasco, Lewiston Zone 1 : 0-45 radius miles from the main post office. P Zone 2 : 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson) ; Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) 71 t,r GROUP 2 : Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean-up Laborer; pi Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine, 6 inches and smaller) ; Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material) ; Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header IiJ Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers) ; Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal) ; Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, D and nipper) ; Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel) ; Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures) ; Tailhoseman (water nozzle) ; Timber Bucker and Faller (by hand) ; Track Laborer (RR) ; Truck Loader; Well-Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer WA030001 Modification 26 30 Federal Wage Determinations GROUP 3 : Aspahlt Raker; Asphalt Roller, walking; Cement P P4 Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non-mechanical; Driller Tender (when required to move and position machine) ; Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator) ; Jackhammer Operator; Miner, Class "B" (to1. include brakeman, finisher, vibrator, form setter) ; Nozzleman (to include squeeze and flo-crete nozzle) ; Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs . ) ; Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and L. Spreader; Tamper (to include operation of Barco, Essex and similar tampers) ; Trencher, Shawnee; Tugger Operator; Wagon (--� Drills; Water Pipe Liner; Wheelbarrow (power driven) LJ GROUP 4 : Air and Hydraulic Track Drill; Brush Machine (to _ - include horizontal construction joint cleanup brush machine, power propelled) ; Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high) ; '. Gunite (to include operation of machine and nozzle) ; Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit") ; High Scaler; Laser Beam Operator (to include grade checker and elevation control) ; Miner, Class C (to include miner, nozzleman for ni concrete, laser beam operator and rigger on tunnels) ; Monitor Operator (air track or similar mounting) ; Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1, 200 lbs . , jet blast machine power propelled, sandblast nozzle) ; Pavement Breaker (90 lbs . and over) ; Pipelayer (to II include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter n-1 installer) ; Pipewrapper; Plasterer Tender; Vibrators (all) U GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) ; �J Miner Class "D" , (to include raise and shaft miner, laser beam operator on riases and shafts) GROUP 6 - Powderman Li U WA030001 Modification 26 31 Federal Wage Determinations OP LAB00238-006 06/01/2004 1" COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier $ 21. 05 6. 80 LAB00335-001 06/01/2004 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN) , SKAMANIA AND WAHKIAKUM COUNTIES L— Rates Fringes r Laborers: ZONE 1 : 71, GROUP 1 $ 23 . 73 7 .50 GROUP 2 $ 24 .27 7 .50 Li GROUP 3 $ 24 . 68 7 .50 GROUP 4 $ 25 . 03 7 .50 a1 GROUP 5 $ 21.44 7.50LAJ GROUP 6 $ 19.22 7 .50 GROUP 7 $ 16.30 7 .50 11/1 Zone Differential (Add to Zone 1 rates) : Zone 2 $ 0 . 65 Zone 3 - 1. 15 Zone 4 - 1. 70 Zone 5 - 2 .75 BASE POINTS : GOLDENDALE, LONGVIEW, AND VANCOUVER k-J ZONE 1: Projects within 30 miles of the respective city all . ZONE 2 : More than 30 miles but less than 40 miles from the ri respective city hall. �J ZONE 3 : More than 40 miles but less than 50 miles from the respective city hall. ZONE 4 : More than 50 miles but less than 80 miles from the n respective city hall . ZONE 5 : More than 80 miles from the respective city hall. 71 Fl 64 WA030001 Modification 26 32 Federal Wage Determinations n 1 LABORERS CLASSIFICATIONS 1_1 GROUP 1 : Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change-House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, -- Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew) ; Elevator Feeders; Guard Rail, Median Rail Reference Post, 'L ; Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages) ; General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types) ; Loading Spotters; Material `_J Yard Man (including electrical) ; Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon I� Setters (including steel forms) ; Rip Rap Man (hand placed) ; i. i Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor) ; Toolroom Man (at job site) ; Tunnel Bullgang (above ground) ; Weight-Man- Crusher (aggregate when used) GROUP 2 : Applicator (including pot power tender for same) , 'H applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power r7 saw) ; Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc. ) ; Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Lu Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime) ; Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers) ; Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet) ; Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Ls Bullgang (underground) r-� GROUP 3 : Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber-mounted drills, and other similar types including at • crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring-down, or sloping and stripping) ; Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling) ; Pumperete Nozzlemen; Sand Blasting (Dry) ; Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and Li Timbermen; Vibrator; Water Blaster GROUP 4 : Asphalt Raker; Concrete Saw Operator (walls) ; Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying) -applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman-Dinky Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel Li WA030001 Modification 26 33 rr Federal Wage Determinations Li CI GROUP 5 : Traffic Flaggers L. GROUP 6 : Fence Builders GROUP 7 : Landscaping or Planting Laborers LAB00335-010 06/01/2004 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN) , SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes rt Hod Carrier $ 25 .49 7. 50 PAIN0005-002 06/01/2004 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , `J SKAMANIA, AND WAHKIAKUM COUNTIES rr Rates Fringes Painters: STRIPERS $ 22 .74 9. 16 PAIN0005-004 03/01/2004 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes �J Painter $ 24 .36 6.41 1i Li a WA030001 Modification 26 34 Federal Wage Determinations f I PAIN0005-006 07/01/2004 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE) ; CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES n Rates Fringes Painters : Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting, Bridges, Towers, Tanks, Stacks, Steeples $ 19 . 89 6.43 Brush, Roller, Striping, JSteam-cleaning and Spray $ 18. 89 6 .43 Lead Abatement, Asbestos !' Abatement $ 19. 89 6 .43 n TV Radio, Electrical IL Transmission Towers $ 20 . 64 6.43 *$ . 70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. rm. PAIN0055-002 07/01/2003 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA_, AND WAHKIAKUM COUNTIES Rates Fringes r-T Painters : Brush & Roller $ 17. 61 6 12 High work - All work 60 ft. or higher $ 18 .36 6. 12 Spray and Sandblasting $ 18 .21 6 . 12 PAIN0055-007 06/01/2004 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES r1 Rates Fringes i I Painters : HIGHWAY AND PARKING LOT STRIPER $ 23 . 99 8.05 LJ WA030001 Modification 26 35 Federal Wage Determinations 7 PLAS0072-004 06/01/2004 L ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, P's FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes L Cement Mason ZONE 1• $ 22 .48 7.28 L_ Zone Differential (Add to Zone 1 rate) : Zone 2 - $2 . 00 F" BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston Zone 1: 0 - 45 radius miles from the main post office Zone 2 : Over 45 radius miles from the main post office r- PLAS0528-001 06/01/2004 -� CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, ' MASON, PACIFIC (NORTH) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes ifisid Cement Masons : CEMENT MASON $ 29. 14 10 .87 COMPOSITION, COLOR MASTIC, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE.$ 29. 39 10 . 87 Li PLAS0555-002 06/01/2004 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES ZONE 1 : Rates Fringes Cement Masons : CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD $ 26. 95 10 . 80 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD $ 26.47 10 . 80 CEMENT MASONS $ 25. 99 10 . 80 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS $ 26.47 10 . 80 WA030001 Modification 26 36 Federal Wage Determinations Zone Differential (Add To Zone 1 Rates) : Zone 2 - $0 . 65 Zone 3 - 1. 15 Zone 4 - 1.70 Zone 5 - 2 .75 BASE POINTS: BEND, CORVALLIS, EUGENE, LONGVIEW, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2 : More than 30 miles but less than 40 miles from the respective city hall. ZONE 3 : More than 40 miles but less than 50 miles from the respective city hall. ZONE 4 : More than 50 miles but less than 80 miles from the respective city hall. ZONE 5 : More than 80 miles from the respective city hall n P1U140032-002 01/01/2005 CLALLAM, KING AND JEFFERSON COUNTIES Rates Fringes Plumbers and Pipefitters $ 35 . 63 15. 43 1J PLUM0032-003 01/01/2005 CHELAN, KITTITAS (NORTHERN TIP) , DOUGLAS (NORTH) , AND OKANOGAN (NORTH) COUNTIES Rates Fringes Plumbers and Pipefitters $ 25. 88 12 . 78 PLUM0044-003 06/01/2004 Li ADAMS (NORTHERN PART) , ASOTIN (CLARKSTON ONLY' , FERRY (EASTERN PART) , LINCOLN, PEND ORIELLE, STEVENS, SPOKANE, AND WHITMAN COUNTIES ri Rates Fringes LA Plumbers and Pipefitters $ 28 .21 11.24 1 IL WA030001 Modification 26 37 Li Federal Wage Determinations A 1 r PLUM0082-001 01/01/2005 L CLARK (NORTHERN TIP INCLUDING WOODLAND) , COWLITZ, GRAYS HARBOR, LEWIS, MASON (EXCLUDING NE SECTION) , PACIFIC, PIERCE SKAMANIA, 1 THURSTON AND WAHKIAKUM COUNTIES Rates Fringes Plumbers and Pipefitters $ 31. 90 13 .77 PLUM0265-003 01/01/2005 ISLAND, SKAGIT, SNOHOMISH, SAN JUAN AND WHATCOM COUNTIES LL r Rates Fringes �. Plumbers and Pipefitters $ 31. 80 13 .77 r * PLUM0290-003 04/01/2005 CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND) r Rates Fringes Plumbers and Pipefitters $ 33.16 15.09 1— PLUM0598-005 06/01/2004 ADAMS (SOUTHERN PART) , ASOTIN (EXCLUDING THE CITY OF CLARKSTON) , BENTON, COLUMBIA, DOUGLAS (EASTERN HALF) , FERRY (WESTERN PART) , FRANKLIN, GARFIELD, GRANT, KITTITAS (ALL BUT NORTHERN TIP) , KLICKITAT, LINCOLN (WESTERN PART) , OKANOGAN (EASTERN) , WALLA WALLA AND YAKIMA COUNTIES L., F' Rates Fringes L Plumber $ 31.57 15 .25 rn r W '74A S WA030001 Modification 26 38 -+, Federal Wage Determinations 7' PLUM0631-001 01/01/2005 MASON (NE SECTION) , AND KITSAP COUNTIES L , Rates Fringes Plumbers and Pipefitters All new construction, 'J additions, and remodeling li of commercial building —I projects such as: cocktail L� lounges and taverns, professional buildings, medical clinics, retail stores, hotels and motels, restaurants and fast food types, gasoline service stations, and car washes Li where the plumbing and mechanical cost of the project is less than FT $100, 000 $ 21.45 5 . 18 All other work where the plumbing and mechanical '.. cost of the project is $100, 000 and over $ 30 . 99 13 .77 TEAM0037-002 06/01/2004 rm CLARK, COWLITZ, KLICKITAT, PACIFIC (Scuth of a straight line made by extending the north boundary line of 'rlahkiakum County west to the Pacific Ocean) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers : 6m ZONE 1 GROUP 1 $ 24 . 15 9 .50 r, GROUP 2 $ 24 .27 9.50 GROUP 3 $ 24 .40 9 . 50 GROUP 4 $ 24 . 66 9.50 GROUP 5 $ 24 . 38 9.50 GROUP 6 $ 25 . 04 9.50 1J GROUP 7 $ 25 .24 9.50 L_' L Ls WA030001 Modification 26 39 Federal Wage Determinations La; Zone Differential (Add to Zone 1 Rates) : Zone 2 - $0. 65 Zone 3 - 1. 15 Zone 4 - 1.70 Zone 5 - 2 .75 BASE POINTS : ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER . L ZONE 1: Projects within 30 miles of the respective city hall. A ZONE 2 : More than 30 miles but less than 40 miles from the respective city hall. ZONE 3 : More than 40 miles but less than 50 miles from the respective city hall. ZONE 4 : More than 50 miles but less than 80 miles from the respective city hall. L ZONE 5 : More than 80 miles from the respective city hall. 1 TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w/load bearing surface; Articulated dump truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated) ; Concrete pump truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of : up to and including 10 cu. yds . ; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site) ; Loader and/or Leverman on Concrete Dry Batch j Plant (manually operated) ; Pilot Car; Pickup truck; Solo LA Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to h; 3 , 000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds . j and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Ip Slurry Truck Driver or Leverman; Tireman Lj GROUP 2 : Boom truck/hydra lift or retracting crane; Challenger; Dumpsters or similar equipment all sizes; Dump fl Trucks/articulated dumps 6 cu to 10 cu. ; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver-Straddle Carrier (used in loading, unloading and transporting of materials on job site) ; Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks : over 5 cu. yds. and including 7 cu. yds. ; Vacuum trucks; Water truck/wagons (rated capacity) over 3, 000 to 5, 000 gallons WA030001 Modification 26 40 Federal Wage Determinations f, Li GROUP 3 : Ammonia nitrate distributor driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds . and including 30 cu. yds . includes Articulated dump trucks; Selfpropelled street sweeper; Transit mix and wet or dry mix truck: over 7 cu yds . and including 11 cu yds . ; Truck Mechanic-Welder-Body Repairman; Utility and cleanup truck; Water Wagons (rated capacity) over 5, 000 to 10, 000 gallons GROUP 4 : Asphalt burner; Dump Trucks, side, end and bottom cumps, including Semi-Trucks and Trains or combinations 'Li thereof : over 30 cu. yds . and including 50 cu. yds . includes articulated dump trucks; Fire guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds . and including rl 15 cu. yds . ; Water Wagon (rated capacity) over 10, 000 gallons to 15, 000 gallons 71 GROUP 5 : Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof : over 50 cu. yds . and including 60 cu. yds . includes articulated dump trucks GROUP 6 : Bulk cement spreader w/o auger; Dry prebatch concrete mix trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations -_J thereof : over 60 cu. yds. and including 80 cu. yds. , and includes articulated dump trucks; Skid truck r- GROUP 7 : Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof : over 80 cd. yds . and including 100 cu. yds . , includes articulated dump trucks; Industrial lift truck (mechanical tailgate) TEAM0174-001 06/01/2004 � CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes L.d Truck drivers : ZONE A: r, GROUP 1- $ 26 .39 11. 08 GROUP 2 - $ 25 .81 11.08 �J GROUP 3 - $ 23 .41 11. 08 GROUP 4 • $ 19. 16 11. 08 GROUP 5 - $ 26. 15 11. 08 H ZONE B (25-45 miles from center of listed cities*) : Add $ .70 per hour to Zone A rates . LiZONE C (over 45 miles from centr of listed cities*) : Add $1.00 per hour to Zone A rates. WA030001 Modification 26 41 Federal Wage Determinations it *Zone pay will be calculated from the city center of the following listed cities : BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE .� SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON L_ TRUCK DRIVERS CLASSIFICATIONS F' GROUP 1 - "A-frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk F^ Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four-Wheeled power tractor with trailer and similar top-loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $ . 15 per hour additional for each 10 yards. increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates) ; Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck-3, 000 gallons and over capacity GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, r Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four-wheeled power tractor with trailer and similar top-loaded equipment transporting material : Dump trucks, ri side, end and bottom dump, including semi-trucks and trains LJ or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle) ; Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and r% similar equipment; Team Driver; Tractor (small, rubber-tired) (when used within Teamster jurisdiction) ; Vacuum truck; Water Wagon and Tank trucks-less than 3, 000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle) ; Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2 .00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic WA030001 Modification 26 42 Federal Wage Determinations 1L JJ HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is r required, shall be compensated as a premium, in addition to the classification working in as follows : `" LEVEL C: +$ .25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$ .50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with '. a chemical "splash suit. " LEVEL A: +$ .75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line. ilH TEAM0760-002 06/01/2004 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, ri FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA Lu COUNTIES Rates Fringes Truck drivers : (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1: (INCLUDES ALL OF YAKIMA COUNTY) GROUP 1 $ 17. 83 9 .50 GROUP 2 $ 20 . 10 9 . 50 GROUP 3 $ 20 . 60 9. 50 GROUP 4 $ 20 . 93 9. 50 GROUP 5 $ 21. 04 9.50 GROUP 6 $ 21. 21 9.50 GROUP 7 $ 21. 74 9.50 GROUP 8 $ 22 . 07 9 . 50 Zone Differential (Add to Zone 1 rate: Zone 2 - $2 . 00) BASE POINTS : Spokane, Moses Lake, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2 : 45 radius miles and over from the main post office rl 'b TRUCK DRIVERS CLASSIFICATIONS F,, GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material i GROUP 2 : Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under) ; Leverperson (loading trucks at bunkers) ; Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber-tired, pulling trailer or similar equipment) u 6J WA030001 Modification 26 43 ri Federal Wage Determinations L GROUP 3 : Auto Crane (2000 lbs . capacity) ; Buggy Mobile & �. Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under) ; Flat Bed Truck with Hydraullic System; Fork Lift (3001-16, 000 lbs . ) ; Fuel Truck Driver, Steamcleaner & , Sweeper;h Waser; Power Operated Rubber-tired Tunnel Jumbo; II P P � 1 Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar) ; Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds . ) ; _ Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds. ) ; Warehouseperson (to include shipping & receiving) ; Wrecker & Tow Truck L GROUP 4 : A-Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds . ) ; Truck Mounted Hydro ¢' Seeder; Warehouseperson; Water Tank truck (0-8, 000 gallons) — GROUP 5 : Dumptor (over 6 yds. ) ; Lowboy (50 tons & under) ; Self- loading Roll Off; Semi-Truck & Trailer; Tractor with F— Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds . to and including 10 yds. ) ; Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds. p ; Truck-Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton) ; Vacuum Truck (super L sucker, guzzler, etc. ) GROUP 6 : Flaherty Spreader Box Driver; Flowboys; Fork Lift r (over 16, 000 lbs . ) ; Dumps (Semi-end) ; Mechanic (Field) ; Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds . ) ; Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds. ) ; Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel-power tractor with trailer, gallonage or yardage scale, whichever r is greater Water Tank Truck (8, 001- 14, 000 gallons) ; �i Lowboy(over 50 tons) GROUP 7 : Oil Distributor Driver; Stringer Truck (cable oeprated trailer) ; Transit Mixers & Trucks Hauling Concrete (over 20 yds . ) ; Truck, side, end, bottom end dump (over 40 yds . to & including 100 yds. ) ; Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through i-, 25 tons) ; GROUP 8 : Prime Movers and Stinger Truck; Trucks, side, end, L bottom and articulated end dump (over 100 yds. ) ; Helicopter Pilot Hauling Employees or Materials r1 Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows : ;g LEVEL C-D: - $ . 50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. I� LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction ■ with a chemical spash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight (e) hours. WA030001 Modification 26 44 Federal Wage Determinations �f n i NOTE: ) Trucks Pulling Equipment Trailers : shall receive $ . 15/hour over applicable truck rate P WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5 .5 (a) (1) (ii) ) . n In the listing above, the "SU" designation means that rates (,_„ listed under the identifier do not reflect collectively bargained wage and fringe benefit rates . Other designations indicate unions whose rates have been determined to be prevailing. r' WAGE DETERMINATION APPEALS PROCESS L- 1. ) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination r-i * a Wage and Hour Division letter setting forth a position on a wage determination matter �--1 * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests 'LA for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted ' 1 because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2 . ) and 3 . ) should be followed. En With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations . Write to: 1-� Branch of Construction Wage Determinations Wage and Hour Division L U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 Li WA030001 Modification 26 45 Federal Wage Determinations U 7 2 . ) If the answer to the question in 1. ) is yes, then an L. interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to: Wage and Hour Administrator R! U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 �-- The request should be accompanied by a full statement of the interested party' s position and by any information (wage �L payment data, project description, area practice material, etc. ) that the requestor considers relevant to the issue. 3 . ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to: F' L Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4. ) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION r it toiTi WA030001 Modification 26 46 Federal Wage Determinations SKAGIT County - Effective: 3,3/2005 -- Page I of II fl -,„ . i topic Indat Contact Into Search j i. _ �-r,=;. :.p Home Safety Claims a Insurance Workplace Rights Trades a Licensing _Find_a Law (RCWJ or Rule LWAC1 Get a Form or Publication_ i.J Help Fl ii . Get or Renew a License .ElectricalSKAGIT County - Effective: 3/3/2005 fl Apprenticeship `; - Factory_-8uilt_Structures Washington State Prevailing Wage Rates for Public Works - Elevators Contracts F Contractors The PREVAILING WAGES listed here include both the hourly wage rate and L_j Plumbers the hourly rate of fringe benefits. On public works projects, workers' wage Prevail;ng_Wage and benefit rates must add to not less than this total. A brief description of II overtime calculation requirements is provided by clicking on the benefit Boilers code. l.L Trades &Licensing Rules 1 I SKAGIT County-- Effective 3/3/2005 -- Benefit Code Kew I b F PrevailingOvertimeHolidayNote fl Classification Wage Code Code Code Gl IJ ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $32.61 1N 5D BOILERMAKERS Pi JOURNEY LEVEL $44.97 1B 5N Li BRICK AND MARBLE MASONS JOURNEY LEVEL $39.87 1M 5A 'f ll CABINET MAKERS (IN SHOP) JOURNEY LEVEL $22.87 11_8 5C CARPENTERS `7 ACOUSTICAL WORKER $39.11 1M 5D Li BRIDGE, DOCK AND WARF $38.95 1M 5D CARPENTERS n CARPENTER $38.95 1M SD CREOSOTED MATERIAL $39.05 1M 5D DRYWALL APPLICATOR $39.63 1_M 50, FLOOR FINISHER $39.08 1M 5D FLOOR LAYER $39.08 1M SD FLOOR SANDER $39.08 1M SD MILLWRIGHT AND MACHINE $39.95 1M 5D 7 ERECTORS i PILEDRIVERS, DRIVING, PULLING, $39.15 1M 5D PLACING COLLARS AND WELDING H1 SAWFILER $39.08 1M 5D U SHINGLER $39.08 1M 5D STATIONARY POWER SAW $39.08 1M 50 OPERATOR n STATIONARY WOODWORKING TOOLS $39.08 1M 5D H CEMENT MASONS JOURNEY LEVEL $40.01 1M 5D I 1 DIVERS & TENDERS L.1 DIVER $80.62 1M 5D 8A DIVER TENDER $41.72 iM 5D ni DREDGE WORKERS U ASSISTANT ENGINEER $39.52 1B 5D 8L http://www.lni.wa.gov/PrevailingWage/jwages/20051/co29.asp 7/7/200: SK AG[T County - Effective: 3/3/2005 -- Page 2 of IL ASSISTANT MATE (DECKHAND) $38.76 1B 5D 8L BOATMEN $39.52 1B 5D SL ENGINEER WELDER $39.57 16 50 81. LEVERMAN, HYDRAULIC $41.04 16 5D SL MAINTENANCE $38.76 1E1 5D 81. MATES $39.52 15 5D SL OILER $39.16 15 50 81, DRYWALL TAPERS r JOURNEY LEVEL $39.44 1J SB L, ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $21.48 1 ELECTRICIANS - INSIDE CABLE SPLICER $45.45 1D 56 CONSTRUCTION STOCK PERSON $19.10 1D 5B JOURNEY LEVEL $42.26 10 5B r ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C rr1, ELECTRICIANS - POWERLINE CONSTRUCTION ,_j CABLE SPLICER $50.84 4A 5A CERTIFIED LINE WELDER $46.37 4A 5A GROUNDPERSON $33.64 4A 5A L. HEAD GROUNDPERSON $35.46 4A 5A HEAVY LINE EQUIPMENT OPERATOR $46.37 4A 5A JACKHAMMER OPERATOR $35.46 4A 5A 71 JOURNEY LEVEL LINEPERSON $46.37 4A 5A S LINE EQUIPMENT OPERATOR $39.50 4A 5A POLE SPRAYER $46.37 4A 5A POWDERPERSON $35.46 4A 5A ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 7 ELEVATOR CONSTRUCTORS L: MECHANIC $52.27 4A 6Q MECHANIC IN CHARGE $57.41 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS nj ALL CLASSIFICATIONS $13.50 1 FENCE ERECTORS FENCE ERECTOR $13.80 1 fl FENCE LABORER $11.60 1 FLAGGERS JOURNEY LEVEL $27.93 1N 50 GLAZIERS JOURNEY LEVEL $36.90 21 5Q HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $41.93 1F 5E HEATING EQUIPMENT MECHANICS MECHANIC $22.88 1 HOD CARRIERS a MASON TENDERS JOURNEY LEVEL $33.09 1N 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 5 COOK $30.11 1K 5B I http://www.lni.wa.gov/PrevailingWage/jwages/20051/co29.asp 7/7/200: SKAGIT County - Effective: 3/3/2005 -- Pa«e 3 of It n Li DECKHAND $29.09 1K 58 ril ENGINEER/DECKHAND $31.66 1K SB MATE, LAUNCH OPERATOR $33.24 1K 5B INSPECTION/CLEANING/SEALING OF SEWER a WATER SYSTEMS BY r7 REMOTE CONTROL I CLEANER OPERATOR, FOAMER $9.73 1 OPERATOR GROUT TRUCK OPERATOR $11.48 1 fI HEAD OPERATOR $12.78 1 Li TECHNICIAN $7.35 1 TV TRUCK OPERATOR $10.53 1 7 INSULATION APPLICATORS H JOURNEY LEVEL $38.95 1M 5D IRONWORKERS ni JOURNEY LEVEL $43.12 18 5A Li LABORERS ASPHALT RAKER $33.09 1N 5D BALLAST REGULATOR MACHINE $32.61 1N 5D BATCH WEIGHMAN $27.93 1N 5D 1 BRUSH CUTTER $32.61 1N 5D BRUSH HOG FEEDER $32.61 1N 5D r BURNERS $32.61 1N 5D L. CARPENTER TENDER $32.61 1N 5D CASSION WORKER $33.45 1N 5D fl CEMENT DUMPER/PAVING $33.09 1N 5D CEMENT FINISHER TENDER $32.61 1N 5D , CHANGE-HOUSE MAN OR DRY $32.61 1N SD _l SHACKMAN CHIPPING GUN (OVER 30 LBS) $33.09 1N 5D j i CHIPPING GUN (UNDER 30 LBS) $32.61 1N 5D CHOKER SETTER $32.61 1N 5D r1 CHUCK TENDER $32.61 1N 5D i CLEAN-UP LABORER $32.61 1N 5D CONCRETE DUMPER/CHUTE $33.09 1N 5D P OPERATOR CONCRETE FORM STRIPPER $32.61 1N 5D CONCRETE SAW OPERATOR $33.09 1N 5D CRUSHER FEEDER $27.93 1N 5D 'ir r CURING LABORER $32.61 1N 5D DEMOLITION, WRECKING & MOVING $32.61 1N 5D (INCLUDING CHARRED MATERIALS) DITCH DIGGER $32.61 1N 5D DIVER $33.45 1N 5D DRILL OPERATOR (HYDRAULIC, $33.09 1N 5D r, DIAMOND) Li DRILL OPERATOR, AIRTRAC $33.45 1N 5D DUMPMAN $32.61 1N 5D Fl EPDXY TECHNICIAN $32.61 1N 5D Li EROSION CONTROL WORKER $32.61 iN 5D FALLER/BUCKER, CHAIN SAW $33.09 1N 5D FINAL DETAIL CLEANUP (i.e., $25.61 1N 5D J dusting, vacuuming, window cleaning; NOT construction debris cleanup) 'P FINE GRADERS $32.61 1N 50 Li FIRE WATCH $27.93 1N 5D LJ http://www.lni.wa.gov/PrevailingWage/jwages/20051/co29.asp 7/7/200! S[CwLT County - Effective: 3/3/2005 -- Page 4 of FORM SETTER $32.61 1N SD GABION BASKET BUILDER $32.61 1N 5D L GENERAL LABORER $32.61 1N 5D GRADE CHECKER & TRANSIT PERSON $33.09 1N 5D GRINDERS $32.61 1N 5_D GROUT MACHINE TENDER $32.61 1N SD GUARDRAIL ERECTOR $32.61 1N 5D HAZARDOUS WASTE WORKER LEVEL $33.45 1N 51:1 r A L., HAZARDOUS WASTE WORKER LEVEL $33.09 1N 5D { B 7 HAZARDOUS WASTE WORKER LEVEL $32.61 1N 5D L- c HIGH SCALER $33.45 1N 5D r HOD CARRIER/MORTARMAN $33.09 1N 5D JACKHAMMER $33.09 1N 5D LASER BEAM OPERATOR $33.09 1N 5D MANHOLE BUILDER-MUDMAN $33.09 1N 5D 7 MATERIAL YARDMAN $32.61 1N 5D L MINER $33.45 1N 5D NOZZLEMAN, CONCRETE PUMP, $33.09 1N 5D (j GREEN CUTTER WHEN USING HIGH Li PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $33.09 1N 5D 1 PILOT CAR $27.93 1N 5D PIPE POT TENDER $33.09 1 N 5D PIPE RELINER (NOT INSERT TYPE) $33.09 1N 5D PIPELAYER & CAULKER $33.09 1N 5D PIPELAYER & CAULKER (LEAD) $33.45 1N S . PIPEWRAPPER $33.09 1N 5D POT TENDER $32.61 1__N 5D " POWDERMAN $33.45 1N 5D ki POWDERMAN HELPER $32.61 1N 5D POWERJACKS $33.09 1N 5D Cl RAILROAD SPIKE PULLER (POWER) $33.09 1N 5D 1 RE-TIMBERMAN $33.45 1N 5D L RIPRAP MAN $32.61 1 N 5D RODDER $33.09 1N 5E2 l SCAFFOLD ERECTOR $32.61 1N 5D kil SCALE PERSON $32.61 1N 5D SIGNALMAN $32.61 1N 5D SLOPER (OVER 20") $33.09 1N 5D SLOPER SPRAYMAN $32.61 1N 5D SPREADER (CLARY POWER OR $33.09 1N 5D SIMILAR TYPES) SPREADER (CONCRETE) $33.09 1N 5D STAKE HOPPER $32.61 1N 5D STOCKPILER $32.61 1N 5D TAMPER & SIMILAR ELECTRIC, AIR & $33.09 1N 5D GAS TAMPER (MULTIPLE & SELF $33.09 1N SD PROPELLED) TOOLROOM MAN (AT JOB SITE) $32.61 1N 5D Q ',rm:,,www.lni.wa.got . . -;Wage/jwages/20051/co29.asp 7/7/200 SKAGIT County - Effective: 3/3/2005 -- Raze 5 of I( 7 LJ TOPPER-TAILER $32.61 1N 5D Ir1 TRACK LABORER $32.61 1_N 50 Li TRACK LINER (POWER) $33.09 1N 50 TRUCK SPOTTER $32.61 1N 50 TUGGER OPERATOR $33.09 1N 5D VIBRATING SCREED (AIR, GAS, OR $32.61 1N 5D ELECTRIC) VIBRATOR $33.09 1N 5D fI VINYL SEAMER $32.61 1N 5D U WELDER $32.61 1N 5D WELL-POINT LABORER $33.09 1N. 5D n LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $32.61 1N 50 PIPE LAYER $33.09 1N 5D LANDSCAPE CONSTRUCTION rl Li INSTALLERS OR LAWN SPRINKLER $11.42 1 INSTALLERS LANDSCAPE EQUIPMENT OPERATORS $7.81 1 r OR TRUCK DRIVERS L.1 LANDSCAPING OR PLANTING $7.93 1 LABORERS it LATHERS JOURNEY LEVEL $39.63 1M 5D MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST $0.00 1 I METAL FABRICATION (IN SHOP) L__, FITTER/WELDER $15.16 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 Li PAINTER $11.41 1 PAINTERS JOURNEY LEVEL $30.76 28 5A PLASTERERS JOURNEY LEVEL $39.93 1R 5A n PLAYGROUND & PARK EQUIPMENT INSTALLERS I JOURNEY LEVEL $7.93 1 PLUMBERS a PIPEFITTERS JOURNEY LEVEL $45.57 1B 5A 1, POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $37.26 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 $39.88 1T 5D 8L n YD & UNDER) L BACKHOE, EXCAVATOR, SHOVEL $40.34 1T 5D 8L (OVER 3 YD & UNDER 6 YD) BACKHOE, EXCAVATOR, SHOVEL (6 $40.86 1T 5D 8L L YD AND OVER WITH ATTACHMENTS) BACKHOES, (75 HP & UNDER) $39.49 1T 5D 8L r-i BACKHOES, (OVER 75 HP) $39.88 1T 5D 8L BARRIER MACHINE (ZIPPER) $39.88 1T 5D 8L BATCH PLANT OPERATOR, $39.88 1T 5D 8L CONCRETE ' r' BELT LOADERS (ELEVATING TYPE ) $39.49 1T 50 8L Li BOBCAT (SKID STEER) $37.26 1T SD 81, BROOMS $37.26 1T 5D 8_1, BUMP CUTTER $39.88 ]T 5D 81 'H CABLEWAYS $40.34 1T 5D 8L FT Li http://www.lni.wa.gov/PrevailingWage/jwages/20051/co29.asp 7/7/200: SKAGIT County - Effective: 3/3/2005 -- Page 6 of CHIPPER $39.88 1T 5D 8L COMPRESSORS $37.26 1T 5D 8L CONCRETE FINISH MACHINE - LASER $37.26 1_T 5_D 88 SCREED CONCRETE PUMPS $39.49 1T 5D 81, ft CONCRETE PUMP-TRUCK MOUNT $39.88 _1_T 5D 81 Li WITH BOOM ATTACHMENT CONVEYORS $39.49 1T 5D 81, CRANES, THRU 19 TONS, WITH $39.49 1T 5D 81 ATTACHMENTS CRANES, 20 - 44 TONS, WITH $39.88 1T 5D Si. I ATTACHMENTS CRANES, 45 TONS - 99 TONS, UNDER $40.34 1T 5D 8L 150 FT OF BOOM (INCLUDING JIB WITH ATACHMENTS) Li CRANES, 100 TONS - 199 TONS, OR $40.86 1T 5D 8L 150 FT OF BOOM (INCLUDING JIB WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, $41.40 1T 5D 8L OR 250 FT OF BOOM (INCLUDING JIB WITH ATTACHMENTS) "' CRANES, A-FRAME, 10 TON AND $37.26 1T 50 8L LI UNDER CRANES, A-FRAME, OVER 10 TON $39.49 1T 5D 8L CRANES, OVER 300 TONS, OR 300' $41.92 1T 5D 8L OF BOOM INCLUDING JIB WITH ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE $39.88 1T 5D SL ( 20 - 44TONS) CRANES, OVERHEAD, BRIDGE TYPE $40.34 1T 5D 8L ( 45 - 99TONS) CRANES, OVERHEAD, BRIDGE TYPE $40.86 1T 5D 8L (100 TONS Et OVER) CRANES, TOWER CRANE UP TO 175' $40.86 1T 5D 8L n IN HEIGHT, BASE TO BOOM CRANES, TOWER CRANE OVER 175' $41.40 1T 5D 8L LJ IN HEIGHT, BASE TO BOOM CRUSHERS $39.88 1T 5D at An DECK ENGINEER/DECK WINCHES $39.88 1T 5D 8L kJ (POWER) DERRICK, BUILDING $40.34 1T 5D 8L DOZERS, D-9 8 UNDER $39.49 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK $39.49 1T 5D 8L OR CRANE MOUNT DRILLING MACHINE $39.88 1T 5D 84 ELEVATOR AND MANLIFT, $37.26 1T 5D 8L PERMANENT AND SHAFT-TYPE EQUIPMENT SERVICE ENGINEER $39.49 1T 5D 8L (OILER) FINISHING MACHINE/BIDWELL $39.88 1T 5D 8L GAMACO AND SIMILAR EQUIP FORK LIFTS, (3000 LBS AND OVER) $39.49 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $37.26 1T 512 at GRADE ENGINEER $39.49 1T 5D 8L GRADECHECKER AND STAKEMAN $37.26 1T SD 81, GUARDRAIL PUNCH $39.88 1T 5D 8L http://www.lni.wa.gov/PrevailingWage/jwages/20051/co29.asp 7/7/200 SKAGIT County - Effective: 3/3/2005 -- Page 7 of I( l Li HOISTS, OUTSIDE (ELEVATORS AND $39.49 1_T 5D 8L Inlr MANLIFTS), AIR TUGGERS HORIZONTAL/DIRECTIONAL DRILL $39.49 1T 5D 8L LOCATOR 7 HORIZONTAL/DIRECTIONAL DRILL $39.88 1T 5D 81 OPERATOR HYDRALIFTS/BOOM TRUCKS (10 TON $37.26 1T SD 81 Et UNDER) fl HYDRALIFTS/BOOM TRUCKS (OVER $39.49 1T 5D SL t_J 10 TON) LOADERS, OVERHEAD (6 YD UP TO 8 $40.34 1T 5D 8L r YD) L) LOADERS, OVERHEAD (8 YD Et OVER) $40.86 1T 5D 81_ LOADERS, OVERHEAD (UNDER 6 YD), $39.88 1T 5D 8L ri, PLANT FEED Li LOCOMOTIVES, ALL $39.88 1T 5D 8L MECHANICS, ALL $40.34 1T 5D 81 MIXERS, ASPHALT PLANT $39.88 1T 5D 8L MOTOR PATROL GRADER $39.88 1T 5D 8L Li (FINISHING) MOTOR PATROL GRADER (NON- $39.49 1T 5D 8L FINISHING) In 1 LiMUCKING MACHINE, MOLE, TUNNEL $40.34 1T 5D 8L DRILL AND/OR SHIELD n, OIL DISTRIBUTORS, BLOWER $37.26 1T 5D 8L , DISTRIBUTION AND MULCH SEEDING Li OPERATOR 7PAVEMENT BREAKER $37.26 1T 5D 8L PILEDRIVER (OTHER THAN CRANE $39.88 1T 5D 8L Li MOUNT) I PLANT OILER (ASPHALT, CRUSHER) $39.49 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $37.26 1T 5D 8L i 1 , POWER PLANT $37.26 1T 5D 8L PUMPS, WATER $37.26 1T 5D 8L 7 QUAD 9, D-10, AND HD-41 $40.34 1T 5D DL ' REMOTE CONTROL OPERATOR ON $40.34 1T 5D 8L RUBBER TIRED EARTH MOVING EQUIP 7, RIGGER AND BELLMAN $37.26 1T 5D 8L ROLLAGON $40.34 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD $37.26 1T 5D 8L l MIX ROLLERS, PLANTMIX OR MULTILIFT $39.49 1T 5D 8L MATERIALS 1-1 ROTO-MILL, ROTO-GRINDER $39.88 1T 5D 8L H SAWS, CONCRETE $39.49 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD $39.88 1T 5D 8L r,i TAIL END DUMP, ARTICULATING H OFF-ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD $40.34 1T 5D 81, rn TAIL END DUMP, ARTICULATING LJ OFF-ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY $39.49 1T 5D 81 Li ALL Ll http://www.lni.wa.gov/PrevailingWage/jwages/20051/co29.asp 7/7/200! , SKAGIT County - Effective: 3/3/2005 -- Page S of i SCREED MAN $39.88 1T 5D Si. SHOTCRETE GUNITE $37.26 1T SD 8L SLIPFORM PAVERS $40.34 11T 5D 81, SPREADER, TOPSIDE OPERATOR - $39.88 1T 5D 8L BLAW KNOX SUBGRADE TRIMMER $39.88 1T 5D. 81. ip II TOWER BUCKET ELEVATORS $39.49 1T SD 8L TRACTORS, (75 HP & UNDER ) $39.49 1T 512 8L TRACTORS, (OVER 75 HP) $39.88 1T 5D 81 TRANSFER MATERIAL SERVICE $39.88 1T 5D 8L MACHINE TRANSPORTERS, ALL TRACK OR $40.34 1T 5D 8L Lo TRUCK TYPE TRENCHING MACHINES $39.49 1T 5D 8L TRUCK CRANE OILER/DRIVER $39.49 1T 5D 8L 7 ( UNDER 100 TON) TRUCK CRANE OILER/DRIVER (100 $39.88 1T 5D 8L TON & OVER) In TRUCK MOUNT PORTABLE $39.88 1T 5D 8L LJ CONVEYER WHEEL TRACTORS, FARMALL TYPE $37.26 1T 5D 8L f YO YO PAY DOZER $39.88 1T 5D 8L Li POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER (SEE POWER EQUIPMENT $0.00 OPERATORS) 64 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 a AIR CONDITIONING MECHANICS MECHANIC $23.95 1 RESIDENTIAL BRICK & MARBLE MASONS r JOURNEY LEVEL $25.00 1 J RESIDENTIAL CARPENTERS JOURNEY LEVEL $17.45 1 c RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $16.00 1 Li RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $14.00 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $24.96 1 D 5B RESIDENTIAL GLAZIERS JOURNEY LEVEL $18.40 1 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $13.96 1 RESIDENTIAL LABORERS JOURNEY LEVEL $9.48 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $12.00 1 RESIDENTIAL PLUMBERS a PIPEFITTERS JOURNEY LEVEL $26.63 18 5A RESIDENTIAL REFRIGERATION & AIR CONDITIONING MECHANICS JOURNEY LEVEL $26.63 18 59 RESIDENTIAL SHEET METAL WORKERS cii http://www.lni.wa.gov/PrevailingWage/jwages/20051/co29.asp 7/7/200. SKAGIT County - Effective: 3/3/2005 -- Page 9 of II ' r L JOURNEY LEVEL (FIELD OR SHOP) $20.91 1 7 RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $23.46 1_ RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) 7, JOURNEY LEVEL $26.76 1B 5C ' ' RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $27.75 1 RESIDENTIAL TERRAZZO/TILE SETTERS 11 11 JOURNEY LEVEL $25.00 1 ROOFERS JOURNEY LEVEL $21.95 1 ril SHEET METAL WORKERS J JOURNEY LEVEL (FIELD OR SHOP) $39.65 1 E 5B SIGN MAKERS & INSTALLERS (ELECTRICAL) r JOURNEY LEVEL $16.03 1 j� SIGN MAKERS & INSTALLERS (NON-ELECTRICAL) JOURNEY LEVEL $32.61 1N 5D SOFT FLOOR LAYERS JOURNEY LEVEL $32.24 1B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $7.35 1 7 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $49.19 18 5C STAGE RIGGING MECHANICS (NON STRUCTURAL) r-i JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 I-1 INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 JI TELEPHONE LINE CONSTRUCTION - OUTSIDE _ CABLE SPLICER $28.31 28 5A HOLE DIGGER/GROUND PERSON $15.92 2B 5A H INSTALLER (REPAIRER) $27.16 2B 5A JOURNEY LEVEL TELEPHONE $26.34 28 5A LINEPERSON SPECIAL APPARATUS INSTALLER I $28.31 2B 5A SPECIAL APPARATUS INSTALLER II $27.74 2B 5A TELEPHONE EQUIPMENT OPERATOR $28.31 2B 5A (HEAVY) TELEPHONE EQUIPMENT OPERATOR $26.34 2B 5A r (LIGHT) 7 TELEVISION GROUND PERSON $15.12 2B 5A TELEVISION LINEPERSON/INSTALLER $20.05 2B 5A TELEVISION SYSTEM TECHNICIAN $23.82 2B 5A Irl TELEVISION TECHNICIAN $21.45 2B 5A Li TREE TRIMMER $26.34 28 5A TERRAZZO WORKERS & TILE SETTERS 1 , JOURNEY LEVEL $37.03 1H 5A IL TILE, MARBLE & TERRAZZO FINISHERS FINISHER $25.00 1 TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $31.90 1K 5A TRUCK DRIVERS ASPHALT MIX ( TO 16 YARDS) $36.89 1T 5D B ri ASPHALT MIX (OVER 16 YARDS) $37.47 1T 5D $h LJ DUMP TRUCK $16.98 1 l Lj http://www.Ini.wa.gov/PrevailingWage/jwages/20051/co29.asp 7/7/200! SKAGIT County - Effective: 3/3/2005 -- Page 10 of DUMP TRUCK & TRAILER $16.98 1 OTHER TRUCKS $37.47 1T 50 8L TRANSIT MIXER $17.17 1_ WELL DRILLERS a IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.60 1 OILER $9.45 1 WELL DRILLER $11.60 1 t""."- ; !sr" -1 About L&I I Find a job at L&I Information en aspenol I Site Feedback 1 1-800-547- ;_. ... ,, ", 3367 �. ��`� 9'NashIng[,n State Dent.of Laser and :ncurres. Use of this;ite is suoec[to;he laws of Inc state or Wasrington. Access Agreement I P"rvacy arc securty statement Intended..se;exsornat content policy Staff arty Dnk VI9i aCCb. {1' rl LJ n I Li 11I 3 http://www.lni.wa.gov/PrevailingWage/jwages/20051/co29.asp 7/7/200: BENEFIT CODE KEY - EFFECTIVE 03-03-05 OVERTIME CODES 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 TILE IIOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. l 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. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. LU B 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 SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. �J 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) HOURS WORKED ON A FIFTH CALENDAR DAY,EXCLUDING SUNDAY,IN A FOUR-TEN HOUR SCHEDULE,SHALL BE I--) PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY ON SATURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN A FIFTH CALENDAR WEEKDAY OF A FOUR - TEN HOUR SCHEDULE: ALL HOURS WORKED IN EXCESS OF TEN (l0) HOURS PER DAY MONDAY THROUGH FRIDAY,AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE .� THE HOURLY RATE OF WAGE E ALL HOURS WORKED IN EXCESS OF 10 PER DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE 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. ( , F THE FIRST EIGHT(8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF I WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY)SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH I ' CALENDAR WEEKDAY 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 TEN (10) HOURS PER DAY MONDAY THROUGH r n SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. j Li 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. 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 �I 1. 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 18) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 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 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. U 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. v 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. itt BENEFIT CODE KEY-EFFECTIVE 03-03-05 -2- I P ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS)AND SUNDAYS SHALL BE PAID AT ONE AND ONE- H 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 6.00PM SATURDAY TO 6 00AM 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 I� 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. LJ 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 L J' . Z. 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. Li 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 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 fl 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 rli BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. u G ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS r� WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE I 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 L 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, 7. ALL HOURS WORKED ON SUNDAYS 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 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. BENEFIT CODE KEY-EFFECTIVE 03-03-05 -3- _ O ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. - A. 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 • 5 A. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). n B. HOLIDAYS. NEW YEAR'S DAY,MEMORIAL 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). D HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY. THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8) Li E 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 Ip`'1 DAY(9). '`J G HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE • LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7). • H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY,AND CHRISTMAS(6) I HOLIDAYS NEW YEAR'S DAY. MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY, AND n, CHRISTMAS DAY(6). iJ N 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) ( , 0 PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY LABOR DAY. L' THANKSGIVING DAY,AND CHRISTMAS DAY(6) P 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). Q PAID HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY. AND CHRISTMAS DAY(6). • R 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 I/2) I"� S PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY,AND CHRISTMAS DAY(7) w� T PAID HOLIDAYS: SEVEN(7)PAID HOLIDAYS. V PAID HOLIDAYS' SIX(6)PAID HOLIDAYS. U W. PAID HOLIDAYS: NINE(9)PAID HOLIDAYS X 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). Y HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION LJ DAY,THANKSGIVING DAY,THE FRIDAY FOLLOWING THANKSGIVING DAY,AND CHRISTMAS DAY(8). • Z HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). Lr 6JI BENEFIT CODE KEY-EFFECTIVE 03-1)3-05 -4- i 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. 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) 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). L 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) Li 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 'p 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, 1 LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY,CHRISTMAS DAY(9). V PAID HOLIDAYS NEW YEAR'S DAY. MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,DAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY,CHRISTMAS DAY. EMPLOYEE'S BIRTHDAY, AND ONE DAY OF THE EMPLOYEES 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 a_+ 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 IM 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: 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'-$1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-$I.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 BENEFIT CODE KEY-EFFECTIVE 03-03-05 Li 8. D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL SI 00 PER HOUR LJ L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A 5075, �-1 LEVEL B:S0 50, AND LEVEL C:$0.25 M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS. LEVELS A& B. SI 00, LJ LEVELSC&D $050. N WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A. SI 00. LEVEL B:S0 75, LEVEL C.$0.50, AND LEVEL D SO 25. LI C Li H r r ui H P II , '�rl, L� rr Ir L Hn `� so MECHANICAL PERMIT CITY OF ANACORTES PERMIT NO. : MEC95-0116 P.O. BOX 547 APPLIED: 10/30/95 ANACORTES, WA 98221 ISSUED: 10/30/95 (206) 293-1901 EXPIRES: 10/30/96 SITE ADDRESS: 718 4TH ASSESSOR' S PARCEL NO. : 718 PROJECT DESCRIPTION: Gas unit heaters and piping - OWNER — CONTRACTOR PORT OF ANACORTES ANACORTES REFRIGERATION & HTG 718 4TH STREET 2900 T AVENUE SUITE A II ANACORTES WA 98221 ANACORTES WA 98221 293-8058 293-3339 RAMPAMC075BF TYPE OF WORK. . . :ADD BOILERS/COMPRESSORS- DOMES. INCIN •0 TYPE OF USE •COM 0-3 HP • 0 COMML. INCIN • 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 0 : /GAS/ / / : 30-50 HP • 0 GAS WTR HEATERS: 0 FURN < 100K BTU: 0 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 0 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 2 > 10000 cfm. : 0 OTHER UNITS • 0 VENT FANS • 0 EVAP COOLERS. . . : 0 GAS OUTLETS • 1 VENT SYSTEMS. . . : 0 HOODS • 0 VENT W/O APPLI. : 0 — FEES NOTES Code Amount---- By- Date---- Receipt MISC $ 46.50 MD 10/30/95 4644 TOTAL $ 46.50 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections mec_prmt, Rev: 06/11/92 7564 718 4th Street 1-16-90 Port of Anacortes VN H-4 LM Steel Framed Building FM) FT Cr O K_ - v441')_, - - --90 ST-En Fg miT his 5)- - 7ri 9 Ofr- ‘7, • C RECED JAN 1 0 199 73.,4 a n er,Inc ■ a I III ows \ _ - 1970 Fai Hart Avensue East ...,_ Seattle,Washington 98102-3699 =-- -- , -, FAX 206 328 5581 - 206 324 9530 Earth and Environmental Technologies "�` - J-1485-03 January 9, 1990 Mr. Jim Miller Port of Anacortes P.O. Box 297 Anacortes, WA 98221 Re: Foundation Conditions Maintenance Building at Pier Two Dear Jim, This letter serves to summarize our conclusions with regard to foundation integrity of the metal maintenance building being constructed in the upload area behind Pier Two (near the recently constructed Log Debarker) . We are familiar with the subsurface conditions at the site from our work on the Debarker. At that project location, near surface soils consist of medium dense fine to medium sand. You have indicated that the site has been filled with about two feet of angular ballast material, underlain by a layer of geotextile fabric. The proposed grade of the building is such that two feet of ballast will remain below the slab and about six inches will remain below the footings. In our opinion, given the shown dimensions of the footings and slabs indicated in Reid Middleton's Drawings Nos. 1 and 2 , the site soils should be able to withstand an applied load of 2,000 psf. o A ALAI Port of Anacortes J-1485-03 January 9, 1990 Page 2 We trust that this letter provides you with the necessary information. Should you have any questions, please call at your convenience. Sincerely, HART CROWSER, IN . CARRY ORVITZ, P.E. Principal GEH:jlm L148503A/JOBS � I TO: INTERNATION:...; CONFERENCE OF BUILDING OLfCIAL5 2122 112TH AV NE SUITE B-300 BELLEVUE, WA 98004 (206) 451-9541 FROM: CITY OF ANACORTES BUILDING DEPARTMDIT 904 6th ST., P.O. BOX Si? ANACO1TES, WA 98221 (206) 293.1901 PLEASE PROVIDE PLAN CHECK SERVICE ON PLANS FOR THE FOLLOWING STRUCTURE: ( ) Enclosed is our check in the amount of (contact us for fee amount. ( ) Invoice to our Purchase Order # (A) Send invoice to jurisdiction. Name of Building: / 4tfic &Ul42iill ' ( e - I14 c/1lnontj 747001 . Address of Job: Name of Owner: Ron Of kfitecjPreS Valuation: 6,O,eCO Seismic Zone: Load: Frost Line/Snow Z S F Wind: 1-0 mph Exposure: 'L (see Section 2311) Soil Bearing Data: One set of plans, calculations, and specifications: (<1 enclosed ( ) under separate cover On 57Za&zcltPc- Out Please check plans under the following edition of the Uniform Building Code: ( ) 1985 edition (Al 1988 edition ( ) edition (please specify) (d) Please retain plans for the recheck. (.< ) Please contact J pt{c Snt,yu gay istm clamo for recheck. O . pi' A/ae.,.. , eQ eaves is y � address phone Signature of ' risdiction official date 9CO ,, CITY OF ANACORTfS' BLDG..( PLUMBING„I< MECHANICAL ❑ PERMIT NI 7323 Tekphonei2931901 _�, i Anecortea;WA Date 19 PERMIS j SS HEREBY G D TO: OWNER-'Cr27 j (Ott or&-1 ? STREET H/ Lic T� ADDRESS / Location where work is to be done CONTRACTOR OW Lai TO ERECT xi INSTALL Of OR REPAIR ❑ . IN THE FOLLLO 1/6WING MANNER: Y Sf/ '6'C n' .-' (":2faA t 4t.S 54,,gi+ y7 o 4,449 #&ild PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE NOT ❑WERE SUBMITTED .Js�.. WORK TO BE DONE BY OWNER CONTRACTOR 0 RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: / L/ }�✓ APPROXIMATE VALUE TYPE PERMIT FEES OF WORK \ State Building Code Surcharge State Energy Study Surcharge A's 00 Building 4,,;2i coo Ca 4'75 vo Plumbing and W.S. /3 5I Q Mechanical Plan Check Fee 6 az ?elle / 8 7j 23. SCLUca ere ii4 . Ca-- . 1122 ° ° TOTAL / 77,7J0 LEGAL DESCRIPTION J772 J9/f ate GUo1 .j -• tAej CITY INSPECTOR + 0 ^`W CITY PF ANACORTES BLDG. 0 PLUMBING ❑ MECHANICAL ❑ PERMIT NI 72 98 Telephone 293-1901 7 f 61937 Anerrortee.WA Detea" ! PERMISSIO;� IS HEREBY GRANTED��tO: V OWNER !Ei /7 or Xiith 1tthei.:.S STREET !� ADDRESS 7/if" ! S.Ttf' 7 Location where work is to be done CONTRACTOR TO ERECT ❑ INSTALL ❑ OR REPAIR ❑ IN E FQLLRYVlNG MANNER: 72,€54/ CAI&.,ct h`"'b$/T PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE NOT ❑ SUBMITTED WERE ❑ WORK TO BE DONE BY OWNER 0 CONTRACTOR 0 RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: APPROMPAA VALUE TYPE "OF-WORK • PERMIT FEES State Building Code Surcharge State Energy Study Surcharge Building Plumbing and W.S. Mechanical Plan Check Fees 7/� 34ir C3G -� fl TOTAL LEGAL DESCRIPTION 1 CITY INSP CTOR el•4"'‘ 77-'' .'""..nv rra.71‘.Wir" '''.Th" ' " - '' "",,,..v-Cal'etaV,P'*'3 .4nW, (C•tltniceenePWre,n,Proonew.2xxrat r sl-ivi.*,9/w,,, t,7 .1n., „ ,,,"•_, - 0 . 4$ : 0 FOR INSPECTIONS CALL: ',CITY OF ANACORTES PERMIT Ne 7564 293-1901 BUILDING PERMIT , 24 Hrs. Notice Requested Site Address7184t1'-.I Street. NAME (OR NAME OF BUSINESS) . .. ' . PLUMBING wr-rt ^Z. Arno”r"R . IVIAHING ADDRESS . , ] No. TYPE OF FIXTURE Cia ITEM FEE '(, 17 op , 4 0,' 9 417 ,.. it #1 CITY TELEPHONE NUMBER 1.1: Water Closet : $ iv r....i.rte, 'WA OR2911 293- 3134 : i Bathtub ::,' e C 146.r AME I Lavatory ..; U N t'inlets::i ai Pit I 1_04 rto rampart 1 es. Inc. I Shower ADDRESS i M , Kitchen Sink O. Pc:-. ifi? Dishwasher < CITY - TELEPHONE NUMBER , Laundry flay, 11 ... ., wit. qininq R60-562-8076 , ! Clothes Washer - ' 'NAIVIEv.ilt 1. • Water Heater : Urinal - c4 -obirkts ,..nac c r te.. j ;: E, A xt. . „ Drinldng Fountain ''A. l' I fl. i.%-..--C 49' 1 Floor Sink or Drain CITY * ' TELEPHONE NUMBER , Slop Sink . j 8 i etal-11 :44, I Water Piping 1SIATEJLkENSE IrithvIlli2 2- CITY LICENSE NUMBER . . O Residential p Non-Residential ' PERMIT $ J0,Ki , I 1 0 New 0 Addl EtiAlMr D Repair TOTAL FEE $ 1 6 .WU - n Building . p Plumbing 0 Mechanical MECHANICAL .i ! D Sign 6 Demolition 0 Other ' 0 GAS 0 OIL 0 ELECT. 0 OTHER • Legal Description of Property or Tax Account Number ° No. TYPE OF EQUIPMENT FEE Loti Block , of • I -I4 ,„,o., . • iji.ty of Anacortea 3772-295-01770007 Air Cond. Unit $ Refrigeration Unit— ., HP . I yeri ffl Boiler— '. HP -- Forded Air System— BTU/KW . ' Describe Work . • Floor Furnace • • Wall Heater Construct new steel fm ia ‘d building Unit HeaWr for machinery maintanance . Clothes Dryer Occupancy Use . Ventilation Fan 0 Single Family Residence 0 Multi-Family Residence Range Hood 0 Office . 0 Retail 0 Storage 0 Church Air Handling Unit— CFM _ 0 Restaurant 0 Other , Pre-manufactured Stove or Fireplace - ..K NOTTO- - ' , , Gas Piping This permit is issued by the Buildini Official and,under the provisions __ of the Uniform Building Code,shall expire by limitationMid.become null . and void if:the building or work authorized by such permit is not coin- PERMIT $ menced within 180 days from the date of permit issuance,or if the building TOTAL FEE ,, $ or work authorized by such permit is'suspended or abandoned at any time after the work is commenced for a period of 180 days:. ! TOTAL FEES VALUATION FEE By affixing my signature, I hereby certify that I am the owner of the property for which this permit is issued or am an authorized represen- Building get000 .00 $ 46 ) . 00 ', • tative of the owner. Plan Check ' 29) . 00 Plumbing ' 1 El .0 0 All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not,including routine calls Medhianical . for inspections. i, Sign Demblition , -"41.---: / 6 L .- * - - /..:2 I tx.. Energy Surcharge Signature of Owner or Auto: Agent (Date) State Surcharge 4 , 50 Street Setback Side YentRelback Rear Yawl Saliack Other Credit permit#7”1 -486 .00 TOTAL $ 290. 5C )na, Use Zone Occupancy Group Type of Conn. Conditions:• ,t+1 B2 .11 4 V I No storage of class I flammable Lot Area Vacant Site Dwelling Units liquids is allowed with the design . 1 , i 0 WS 0 No . U approved. The storage of Class If at ci Fire Sprinklers Required No.of Stories Bedrooms Occupant Load III combustible liquids is limited In 0 Yes •Do t 0 • 23 not more than 120 gals . of Class IL Size of Bldg. " Plans Checked By: and not wore than 330 gals. of Clas ell.n4) 99. PT EF/ICE0 III . The permit fee has been adjust,A for fee paid for previous design. . WHEN SIGNnM(DDATED SAW,THIS IS YOUR PERMIT 1 _ PermissImin‘WWW*010466*derWeil*orkaceorthigthWeemdidom . . hereon and:need4iiiShwenotr,v4oftWonao .'n Is.pernaits therto,subject to , ' . -Permit Issued By• :t./ ,,r, /4 4/....... ......4i/16/90 ' ullding Official (Date) . , . . . • . ii:TiW i n Frank PERMIT ill '1564 il_1 PORT OF ANAcoRTEs E L_ PIER II SECURITY IMPROVEMENTS PROJECT # 076-04 L fl PROJECT SITE ;-all. �' rs si.uv " k YT "° /i �//�i �'3'+C nyxs, s''t, _I 3 � 4� - r - ,, ,L / ;� �.,,otti -� No. SHEET TITLE -F4 .i ',✓., n ra hzcv t n o. - - • . r ` ., IY`� f ' G-001 COVER SHEET I CI7 PI J / 3 �3Ye `}Y Y 4 ,i` �� C-101 EXISTING CONDITIONS, PROPOSED FENCE REPLACEMENT, I _ ,� i " I[ > ,- _ �4 1.' > a, 1 REPAIR AND/OR CONSTRUCTION PLAN �- '�� �tt — h� I- rpm"; J y •/ � ist;. ` �E C-102 PROPOSED AUTOMATIC CANTILEVER SLIDE GATE AND 4 'I k •r �. '� yiiih g l FENCE SITE PLAN ' I P, r y � C-501 AUTOMATIC GATE AND FENCE DETAILS ` „ti./ N N. • sk r �ii " $ I"iiiits �1 C-502 CONTROL PANEL AND CONDUIT TRENCH DETAIL 3ra •"'' PROJECT SITE tklit — )bi -i .. �_ „,a,,...gait _ ,, i���.....aas. C-503 BOLLARD DETAIL J ! LX �i� �F i Li x f 11 1 \ \ \\\ I 4ih S1REET L VICINITY MAP SITE MAP L J — 6�tO/ NO. DATE BY REVISION PIER II SECURITY IMPROVEMENTS ORAYM: Aws PROJECT NO.:05017 ii Leonard, Boudinot & Skodje Inc. y �o PORT OF ANACORTES °� MID SOLE: NTS p PROFESSIONAL ENGINEERS & LAND SURVEYORS y. `al` 0PROJECT#076-04 CHECKED. ROB DATE• 07,06.05 r 603 South First Street: P.O. Box 1228 y SHEET NO. '. Mount Vernon, WA 98273 • N' t� Tel: 360-336-5751 Fax: 360-336-3981 ' ae as <t COVER SHEET C7-001 of 6 CONSTRUCTION NOTES-BASE BID 7 GENERAL NOTES • - _ 0 REMOVE FOUR EXISTING ECOLOGY BLOCKS. REPLACE WITH 34 LF PIER 2 �' I 0 NEW 8' TALL FENCE. (ECOLOGY BLOCKS TO BE GIVEN TO PORT OF 1. BIDDERS SHALL VISIT SITE TO VERIFY FENCE i ANACORTES) MATERIALS REQUIRED FOR PROJECT. I 02 ALL QUANTITY APPROX. 5 CY. DISTANCE BETWEEN THE ,,, 1'` • GROUND SURFACE AND THE BOTTOM RAIL SHALL NOT 2. SITE SURVEY BASED ON TOPO PROJECT] END OF - .. BE GREATER THAN 2 SEE SPECIAL PROVISIONS, 04163 BY LEONARD, BOUDINOT AND NEW FENCE -% 8-12.3(2) SITE PREPARATION. SKODJE INC. AND PREVIOUS SITE SO _ ,�: ';' • START OF FENCE I -- SURVEYS BY LEONARD, BOUDINOT AND 12 300 LF NEW 8' r-., . PROJECT FILL UNDER FENCE (SEE NOTE 2) ±5 CV. SKODJE INC. FOR THE PORT OF FENCE ',77f _� 4 INSTALL NEW MANUAL 4' WIDE PEDESTRIAN GATE. ANACORTES. LOCATE AS SHOWN ON C-102. L 11 NEW MANUAL ,'' — - _ _ _ I 05 INSTALL 8' TALL CANTILEVER SLIDE GATE. SEE SHEET PEDESTRIAN GATE ` - - j 30 LF NEW C-102, DETAIL 2/C-501 AND SPECIFICATIONS. INCLUDES OREPLACE EXISTING 264 LF 6' ¢�� 8' FENCE 10 INSTALLATION OF 57 LF NEW 8 TALL FENCE. TALL FENCE WITH 8 TALL FENCE /o„�ti. © INSTALL THREE 20 LF SECTIONS OF REMOVABLE FENCE PER rltry • '.„1 ,-' SHEET C-102. CONTRACTOR SHALL COORDINATE LOCATION Og 41 LF NEW 8' FENCE S°� j " r ;� WITH PORT OF ANACORTES. REPLACES 6' TALL FENCE. �)( "rr/ SDC `-1 J r 7) REPLACE 12 LF OF 6' TALL FENCE WITH NEW 8' = .> " 4 . P FILL UNDER FENCE 25 LF (AVE. 2 TALL FENCE. °�`' , sa4)-ix / ALL DEPTH 1 -4-) ±5 CY. ® REROUTE FENCE AS SHOWN ON C-102. -- r -n a 2_+ REPAIR, REPLACE AND O9 INSTALL 41 LF NEW 8' TALL FENCE L E I �!_- __,£x• STRAIGHTEN POSTS 40 LF """'° zi.46-,,,, \ ALL UNDER FENCE ±1 CV. 10 REPLACE 264 LF OF 6' TALL FENCE WITH NEW 8' A-1 EPLACE EXISTING 8' TALL FENCE !� , s TALL FENCE. FABRIC AND TOP AND BOTTOM WIRE ' I I 1 11 INSTALL NEW MANUAL 4' WIDE PEDESTRIAN GATE. A REPAIR 2 �_ 61 t I .� ,X LOCATION AS SHOWN. OSTS 5' REPLACE AND REPAIR I 1 -1 . BROKEN POSTS 12 INSTALL 300 LF NEW 8' TALL FENCE. ®REROUTE FENCE AS �\ m PO ' R AND OMMUNICATIONS 13 I •�\� 13 INSTALL 5 CONDUITS IN TRENCH FOR POWER AND L SHOWN ON C-102 I_i O - �_ r;�.a ' NCH TO AUTOMATIC GATE FROM T, COMMUNICATION FROM EXISTING PANEL TO AUTOMATIC GATE. \-'®:aisy 480V PANEL). APPROX. 250 LF. TRENCH REPAIR SHALL MATCH EXISTING CONDITIONS. (SEE 1 _ ' 4-11i; re - - X DETAIL : :2ANUAL REPLACE EXISTING 12LF 6' TALL �� '+ �' T EXING0V,' POREP SWING GATE. ©INSTALL THREE 20 LF 1P ( I 14 REPLACE 30 LF X z u SECTIONS REMOVABLE FENCE z MANUAL SWING ; CONSTRUCTION NOTES-ADDITIVE (g)NEW AUTOMATIC 36 LF 1 s a -I WIDE GATE a \ a 1 II X ®PE`-:"PEDESTRIAN GATE X \NEW MANUAL cK g ® POSISH EPLACETEN RONE BROKEN POST, REPDXIMATELY ONE DOZEN AIR ONE�X\\\ cn I- X POST. FILL UNDER FENCE (±1 CY), SEE NOTE 2. �\ \\ X X I'1 X X X J X REPLACE AVE BROKEN POSTS AND 4th STREET REPAIR ONE POST. �l \ \ \ \ I I REPLACE TOP RAIL REPAIR POST AND CAP. I - UTILITY LOCATES ±5 CY ALL REPLACE TOP RAIL 0 150 30010REPAIR TWO POSTS. co Jl CALL 2 DAYS BEFORE YOU DIG O UNDER FENCE AND REPAIR POST I REPAIR FENCE FABRIC (APPROXIMATELY 90 LF). 1-800 424-5555 \\\ SCALE FEET • NOR ,t7,r.,. NO. DATE BY REVISION PIER II SECURITY IMPROVEMENTS °RAN"` AWS PROJECTNO.:osot7 �, Leonard, Boudinot & Skodje Inc. • yV• 1 DESIGN MID �"=iso' At�� PORT OF ANACORTES %® _ PROFESSIONAL ENGINEERS S.LAND SURVEYORS y .'K - PROJECT a 076-04 CHECKED: ROB DATE 07.06.05 —� SOS South Fret Street, P.O. Box ,228 _ /�� SHEET NO. o ^c e o vA eEle�a EXISTING CONDITIONS, PROPOSED FENCE "Fel .�eo 336 sus, Fax Sao-a3e-3eEl, REPLACEMENT, REPAIR AND/OR CONSTRUCTION C-1 01 of 6 j I / ;' ' 0 5 10 20 UTILITY LOCATES \ . r j r i t 74 ro ..4 ,I {. I I CALL 2 DAYS BEFORE YOU DIG I ! �:. tS4' , �'E. • - .,,�, ,�� a „ a 3 I aS.CA F ET x !,a , >l cr r x � n 1 N QT 1-800-424-5555 i - . !' !� �n 4.5..- S.k' r+ ,g s.,,, f l`1 E,1\ 1 \ \ ._ . ��x }M/a 3 ui,`�' -• ' ;.t F " h :sw ' o- H t ugd ...{{{'` 1 1 k ",t ? >! � n ,, xti r ���"S:y I PROVIDE POWER TO GATE OPERATORS, .f 94, "x�.X �. '3r. (`3: .�+. a '� @"�S<.s'e t""%44Y' 7 -a 20 LF REMOVABLE I '` ` r� � ! �'* s€, j n r�� #� „ w+ "� ' cr 1 KEYPAD AND GATE CONTROLS. FENCE SECTION \ • " ;4 „ . ,"` °6i a , t"., � ate-.�tx v "ram �„ 6• x ; i n� �� a)� , , ,a � � M j O.D. GATE POSTS (DR). , !sn- ..314', , , ?iar,4 -4^..i£4,• `t, -4c.� i�,+,. a' '"r,� !..4.,, ,T---'� "Gar,Ls "t. 44 S , a " r7. �� ,0 s �' . . d9 ,; k r�` rfi ty a', - �, a' 3°*` �' ' PROVIDE TWO 6' O.D. GALVANIZED STEEL BOLLARDS + `� , n ! a 4wya4 x;Pc mrr 'k3 ,:��• fin t n I � ��Y i ,A TO PROTECT TRANSFORMER AND CONTROL PANEL `' b '� �' �� ry� SEE DETAIL 1 C-503. COORDINATE ANAL LOCATION -i t't Tr7 S' 0) qC y`.., r f ,w�h'L,' Y , � � ti}+ 'x, ,,,- '+'C ,y / ,,, ,�!�,, a a has e�1 t .i" tes ,J r „ f_ 1 ' WITH PORT OF ANACORTES. p Y �;F x K� '°`k�R q,t' • ` , Ft" g4 te� `*11 1 14A 4� ' 4"d Ul 1 � �T�1Sq. YYc"c?y' n«t. �r ' ��' , µr,`� �.a,` �, '^= ., GATE OPERATOR, CONTROL PANEL AND a , 'fn�" ro a +"..,.'X'">5 Pr „}3. r.k'}y-.Fs as �,t ° �,�P'',' . 20 LF REMOVABLE . M'� " f TRANSFORMER ON SAME CONCRETE PAD. FENCE SECTION t �St{ 71 4- '-� . M �,� 4 � � ,� k y a AUTOMATIC GATE CONTROL PANEL 1.14.4#,, p r 3' X 3' CONCRETE PAD FOR TRANSFORMER AND GATE -4� . -A ' CONTROL PANEL ON GALV. STEEL UNISTRUTS. s ICI( °" • ` r" �s CONTRACTOR TO PROVIDE POWER DISCONNECT HERE. . I \\x x ` ``, ay s `� '' a t • c r� �?3 I SEE SPECIFICATIONS FOR POWER REQUIREMENTS ` ▪ " � (120/240V) AND DETAIL 1/C-502. � �. X 1 so 4---, / a �1-�� ."rot'�rd£'" S^ta K;st - k �, —W w I w wM t ", s. M� �A �" POWER FROM EXISTING 480V PANEL 20 LF REMOVABLEe , r, F ® , i (SEE DETAIL 2/C-502). FENCE SECTION ' _. . 4t E '.i 'r ' » :. e,; £,� .lag ,} x tl F Si f r t'' - r , '�'' �' ,crs " 3.1.,. p e ems. c�..c E r"z v '- �. �S • GATE OPERATOR. r; k �� ! ! Epp • a" �� I / AUTOMATIC GATE CANTILEVER Sl1DE ZONE. KEEP (T�•) r ' , � � : ' 4 ' xCLEAR OF OBSTRUCTIONS. AUTOMATIC GATE CANTILEVER 1 v- -- — " max �. SIJDE ZONE KEEP CLEAR OF �� • �, ter`= � � �f mot ' REPLACE 37 IF EXISTING FENCE WITH NEW FENCE � 3 , i� y ,°.v" Y$fit st.� �`,y , ' ` t OBSTRUCTIONS. qJ �y _ _ � � AS SHOWN TO PROVIDE GATE OPENING ACCESS. of w pia. r-,•t^r> t' c<x - s - - Y y.is i ,S 4j. gM � � »K ; ', `' �- _ � ` .• NEW MANUAL P.�• z��„- �-� � � �"' / L EDESTRIAN GATE 4' r x T rrk fFNN' -�f �- '+ p P � � k P MDE). CONNECT TO EXISTING FENCE. a X\ 1 �_ _hi '��`,s. ,�±f� 1 woi p'3 w' v.SA S IING' \ -f `u`"G +Y� :_ w µ } - ., Iyy_ _y • kite t . k 4 '1Wf' m rt' i'• 5,�• _—� �_ +-�L/ 1_ _ ,p IN I 1 vv.', �•N- wr 4f' r k�„ h X V �-X / X X Y M REPLACE 18 LF EXISTINGillaMbs.- at FENCE WITH 20 LF NEWS rw P7 _ • 8 HIGH CHAIN LINK � 420' NEW 400 WATT LIGHT STANDARD SaraMOUNTED ON EXISTING POLE WITH tl Ft Mi Yt Y , b S -" E Ea .; BURIED HANDHOLD/JUNCTION BOX. /� • 4 " Y krf NEW AUTOMATIC GATE 36 LF I . v / T KEYPAD AND STROBE SENSOR LOCATED ON GALV. / — — \\\ «, M OPENING SEE DETAIL 2 C-501. S1EEL POST, PER MANUFACTURER. COORDINATE FINAL LOCA11ON WITH PORT OF ANACORTES. id ' NO. DATE BY REVISION PIER II SECURITY IMPROVEMENTS DRAWN' AWS lE� �•:osoi7 Leonard, Boudinot & Skod'e Inc. ► �� I; DE MID �AIE- i =io' ` PORT OF ANACORTES ® PROFESSIONAL ENGINEERS 6 LAND SURVEYORS � -,�`' PROJECT a 076-Oa CHECKED: RCB DATE: '07.O8.OS 603 Sauth First Street P O. Box 122B (0.1 SHEET NO. aL Sea-336-575 9Fax?360-336-39Bt PROPOSED AUTOMATIC CANTILEVER SLIDE GATE AND FENCE SITE PLAN C-�I 02 of 6 MOTE ANTENNA KIT AS REQUIRED. I iSTING FENCE I RE RECEIVER GTt1RER x 6.2E"H X 4.25"W X 2.5"DO EXTEND GATE 1 sap SATELUIE HEIG AS NECESSARY. Pt. NSI TIGER II CONTROL CONTROL PANEL I EXPANSION BOARD - GATE x `. 13"HX9"WX �•D I MATCH EXSTINGSSUR CE I • ILMIN:SUIR:IsLINCI1/411:4015)*R11:01xINGO:EXRIEERNO x CONDITIONS (CRUSHED ROCK OR METAL M ENCLOSURE EM5 H X 18•CONla PANEL MINIMUM TR VERIFY GATE mils, ASPHALT) N (CONTRACTOR T INSIDE) 11111 xTAPE AND RECEIVER \ 1 \ 5.0' LOCATE 111111111011 lliii 3 UNISTRUIS � S.�4�ppll.:�t:.. �I/O/�SHALL8ECDF UNDER '//�//�Cll�'11►11�ps1�=w 11' BACKftLL ♦/ ; pal-l►.,.t //.In' SPECIFlCATIONS)• �/•/:;ll - _`/�AY. (SEE �� '' �� Nil/�/I DRiVEW S BACKFlLL �l { -----_==%�J- I . /'INALL D1NERAREA : / /� ��y•* tiIMAYBENATIVEMATERIOA 3t)TING e.te4`� ' `♦PANEL AND DISCONNECT ////` rI r� ``..�.���/,�. &WSDOTSTD. SPEC. 2` '�//`�I//�I� ��.� If�I'�/'I3BEDDINGABOVEl2 UNISTRUTS `i1�I%r��/�'��� BELOW CONDUITEXTRASPACEFORFIVE (5)ADDITIONAL ENCLOSUREINSTALL UITS4" O.D. COND U��.. DivCO UT SCHt \���!�i��O } - POWER TO OPERATOR PAD (3. X3) W \��\jQCONCRETE ��•i�jp. /I\i RIAL COMMUNICATION\/i�i0 \/�\i0 NATIVE MATE 1 - TO LIGHTS�.�� • ��\ ��\i��\�i�p\j\��ii�; } - POWER i.•.. iY\� \I�\ \�i\j\� \i/\ \�• ' 2 - SPARE \ ��\ \ //\ //\ �\ R CONDUIT \� •`*;C`i�t��`�`�G�� �� ` t**.ct p�\��i : - • ONDUIT '�E'TAll. !leciA\! SCALE: fS T.S. U"(�L�T� L DIG DAYS 136FCRE YOU NOTES: ONLY. SEE SPECIFICATIONS FOR CALLZ 1-500.424-5555 DETAIL IS SCHEMATIC UNISTRUTS- ® FCT No:05017 1 DESIGN REQUIREMENTS. SHALL TPRO PERLY BRACE TIC DETAIL A PRCVEMEN�S o M'° PRG iall OM o7.os.o5 AND CpNTRO i+.NEL SCNEM No. II SECURITY IM PIER DORY OF ANACORTES C.502 of 6 PROJECT#076A4 TRANSFORMER A CONTROL PANELDE AIL NT.S. CONDUIT TRENCH 0 SCALE: trivia i11 Sout! Inc eonaRS osuave ows _ — le 6�9ouet+Fira�A�g273 6-39B ``�`� 12m' !1-� — �®L MOur+e V E rn30 7 A 9a 36Q-3 _,r�3, Tai:3aa--� Figure 2 — Maintenance & Repair Work y , �: s tiviPier 2, Port of Anacortes, Anacortes , WA `., , CONSTRUCTION NOTES GENERAL NOTES ,__ U7 REMOVE FOUR EXISTING ECOLOGY BLOCKS. Nc2.0 PIER2 _ REPLACE WITH 34 LF NEW4' TALL FENCE. 0•Ir 1. CONTRACTOR MALL VISIT SITE TO VERIFY ' ` ' FENCE MATERIALS REQUIRED FOR PRO.ECT. s n` DISTANCE BETWEEN THE GROUND SURFACE AND THE ' k T. r. 1 • BOTTOM RAIL SHALL NOT BE GREATER THAN 2.. SEE 2. SITE SURVEY BASED ON TOPb JOB BID I ', ;•x ' e i • SPECIAL PROVISIONS, 8-12.3(2) SITE PREPARATION. 04163 BY LEONARD, BOUDINOT AND NEVI FENCE Fiu : q c f, L — 0 :z:r12 IANSRE ® SKODJE INC. FOR THE PORT OF FENCE i ,• �3 / ,rosI 7/f _J/ O© INSTALL NEW MANUAL 4 WIDE PEDESTRIAN GATE' ` s . • f CONTRACTOR TO COORDINATE LOCATION WITH PORT .e, ,.�.- z q I �``' :. —• i I OF ANACORTES ), ,g „ 3O IF NEW , r FENCE a N vs � \— O7 INSTALL CANTILEVER SLIDE GATE. SEE SHEET C2.0, so ...... it 1•PP ,: at�r' a ' £� , NigAi` k n DETAIL 2/C3.0 AND SPECIFICATIONS t,71 • tr i $ — — • 1 \, `` \ L — ® REPLACE 76 LF OF 6 TALL FENCE WITH NEWT OctI 13 264 LF-6 9 ,/ '_ i " ( / 'I� A4�� TALL FENCE REPLACE 1 FENCE' FENCE Am, _ �� iL r -,s \"�\\�1\t t qj l a'° „ r 'p ,' r \i�,\\\""; I ® INSTALL NEW MANUAL 18' WIDE (2 X 9' SECTIONS) ° " 2 ILL UNDER c kss O N"... — SWING GATE. SEE SPECIFICATIONS. �' 27 LF T Q r ss,\ ®REPAIR FENCE FENCE _ ff D 1 FABRIC �� 4 \ FENCE 60 LF IA ``I\`�\ 10 REPAIR OR BENT TOP RAIL, AS 6-.)1REPAIR 2 \" I � �;�I�--so . ���r ,�A�awa�w\\��� L —_ •-s,POSTS \ \OV T T 7--I \ 11 REPAIR TWO POSTS \t REPAIR AND STRA1GH a ��"�\ r OBE TN TOP a O ""\ I \,� \N 1 I i I i I i 10 RAIL I' POSTS 40 LF N ,I , .wa`\\ 1 . 1 . 1 . 1 . I . 1 1© REPAIR FENCE FABRIC. C 1 ht \ ��' ai - 13 REPLACI TNCE WITH NEW"1 1 NEW MANUAL 18' o � �� _ (1)NEVI GATE 1 1I\ PROPOSED POWER TO AU-OMA11 I 1 — I w , FENCE. O8 76 LF-6' FENCE REPLACE 1 ` GATE (FROM PORT SHOP C.11 15 — ®BROK1 ! z WITH TALL FENCE ,pt. of/1 a/o \APPROX. 200 IF. I ' ill POSTS IIT(S) IN TREF i FOR POSER AND (i)NEW AUTOMATIC 36'GATE ' \ \ \ ; I a 4 FROM EXIST ; SHOP BUILDING `\ \\ I a III GATE. ®NEW Mn,s,, „r I rr! J / \ \ lnLk Q 150 300 loose so O ' \ \— II — 'th STREET y tTH. )ra ` 1 1 \ \ -i I I 3 BROKEN 1 BENT TOP RI UTILITY LOCATE ' T u , I I I CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 1